Loading...
HomeMy WebLinkAboutSDP202200025 Plan - Approved Major Amendment, Final Site Plan 2022-09-15i I DS TAVERN SDp202200n95 MAJOR SITE PLAN AMENDMENT TO SDP202000062 (PLAN TO SUPERSEDE SDP202 7 00077) SAMUEL MILLER MAGISTERIAL DISTRICT ._t-.1-.. �-...c...l�_L...1---.i._.L._..__♦.-.-1_..h_-:_,..��.._.a_..4-. 1........L..1_��.L._L..1_.�._: _.-i.._!�_._.4 ... ,.i..,s a._.... ,.. ..i.:.. ...._�,..1»a... ., a:..,a.-.:...,_a .4:.: L..l: �. .::�L 1: _.. 1.-.�: 1�:.,.� ,. ..-.1.. P:...P.-_✓...1:..1.. L_<L-..., ...e...a_d .. L_...,....a...iwL..._a....6...:L._L..,L.:-k.:..A..,J..a.....::r.:..4.-.i..L...a:...L:..a.-1. .u._S..-s._:✓ t,..s:_.1.: P_.x:::t. tJ x... a-_.L .w .s ..a_J.:_.M.. _✓,.P P.. J..--n=e_.4:....-. 1: 1... e,: L...,J _i .+�. J,..s:,,} #, 1,:1.::_i ♦....1 :�<:-�: G. .,.1_.1.:.._L,-u._.L.w1._i..-L:..a...:J..��. 1....✓:.:L._..-..L:...',� 1...a...:.Las_1..v_ M_P._L......_, L 3:.:i..:a,..J.._.,...J_.LeB �i.._i-vi...i- }. L....�..L-1«.'.,. M,.L.L ..1..,.F. _.y L,,.l .-.....1,.... .. L.-...:A..:.,- ✓-t ...k.. l« i,.. ._....L-.b k ...._L<_..�..:._.-v-1_..:.._.L-..- 1.}....w�.::...4_..:._..L-.�.:...:J�.,.-i.....a�..4.-.,._.1.._t...L.a..L,_i....,_:..--:l..a.-L_c_.Lr...l._. .._.4�w...l;.:d-.1_.: _L.i..<1 �.:.-..1-.:....L..a_.i..s.._i.:_....:.3-....a.„.. Ll_n..l...,....•:�.u1.:._l..>��1._.L.-_b._t..rJ_.r.....�..:..i......._i... s,J-�.�.L_.....L s�. .....�.......•1 i<.,._.A._.L..<._:6 ...�L<..z<_.L_.._...__._l._.__a---3---#..-L�a.-!_.�_::L.-....,i_.-..L..a...+.�::.Yl_:..:L__L_,,...�._L:._Y.L__l..w-L.l..d....l...l........lti�,l.y._L_L.-.4. ✓....1_s_L_.L a l�_...L.1-.:Lr.1.-�..A-..�L..w._3..-.L-.L_a�L_r.. l...L...l....1 _3 w__t._. i-.�__4-.1..-e_. - t.. .-..L.±­1._.,.-.�_.L..-A...L._.i..�_.L�_.......ts 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: L) 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: L) 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: L) 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: TMP 59-15A1, n/f Ivy Road RE LLC Deed Book 5123, p 91; C 1 Current Use: Office Space TMP 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. 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 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design 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 ff. 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. T. 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 l . 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. .-..:L_..4: ,a.. �. F::...1�-.1_�.. ..i ..L-r}-..1�_.-...: J...�. _1.. 4..:.,�i 3 ..4: 4,:4 .... .-♦ . :...L.:.a_-:.1. J..,.._L.4:}.-3_..L..1...1._t..l.,-a-_L..a.,.l........._L�._.l.:.n_:L�_:. L _�3 ,.:..,.:«.:-._L...1._...... .L ......L...a. _....-.S. 4...:_'..�:_.L,... �.L..LJ._..,. L.......L_.:,._L_ ..a.<.. :.x .....mot._-...... ,.::.1.... .L�.. ,... 1 .L ..z;k r.:: ..1.-......k..4A- -,k.< . ........ ... - j 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. 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 L) A shared parking agreement is being proposed to meet parking requirements for both the DS Tavern and the adjacent parcel, Halifax House (TMP 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 DS 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 DS 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.) DS 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 ` 9/1�I zozZ Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Devel pment - Engineering Division Date Albemarle Co. Dept. of Community Devel pment - Zoning Division Date Albemarle County Division of Fire and Res ue D to Albemarle County Building Inspections D to Albemarle County Service Authority Date MQjo< s►�e Pion ar�eady4eof Submittal Type Reviewed and Approved by the Community Development Department Date 9 �s(zpZ2 File#_ S0P2037-00025 Signature ICINITY MAP �O Q -� WO O0 rt -: t4 ER 0~O O o O� O/Oe SITE T -yam �r SCALE. 1"= 500' SHEET INCDEX C 1.0 Cover C2.0 Existing Conditions Exhibit C3.0 Critical Slope Exhibit & Demolition Plan C4.0 Site Layout Plan C4.1 Site Grading Plan 11 C5.0 Site Utility Plan III C5.1 Storm Drainage Profiles 11 C5.2 Septic Design Plan and Profile ❑ C6.0 Stormwater Management Plan ❑ C6.1 Mitigation Plan C7.0 General Details L100 Vicinity Site Plan 111 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) 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 � Z I Z > � Q) Ld J W Q Q w � m Q) 0 � Z � U COVER SHEET Job Number: 22010 � LIC. N0. 370 a toss j 07NA L IrAo� Date: April 8, 2022 Revision: June 21, 2022 August 9, 2022 September 9, 2022 Scale: As Noted Sheet No.: C1.0 Y-M QJJ51zZ 1 of 20 copyright © 2022 by Woolley Engineering PLAT SHOWING TOPOGRAPHIC SURVEY OF ~'�,\ N PORTIONS OF TAX MAP 59, PARCEL 15A AND PARCEL 15A1 SAMUEL MILLER DISTRICT '� `�.� 626.6 26.7 ALBEMARLE COUNTY, VIRGINIA ` r • ' ••~ - 8 I'd .#••••'' �' .`•'''••••,�;. /• ••• 526.9 > i v SCALE: 111 -' 201 527.0 DATE: JUNE 14, 2021 '" /// / ; • ti of r '•.,� 38 poplar REVISED: OCTOBER 21 2021 ..''••••.. ` 'r _5, ''••+, GRID NORTH - SPC / .+•'`'•� Q•�*{ VA SOUTH ZONE REVISED, MARCH 4, 2022 Yoe �T myrtle tiT <,♦627.1 21-034 •,. gyp, s myrtl Sz.� myrtle ,' •• .•' • �,.•,��+ 5 dogwood t ea dbi dog od optic Lid 523.9 top}dbl ' S26.1 r•+'••J / ,+••'•' •�• rr golia623.1 CO + `�•3s •1„ r rl `V / , s•� tree 19. •e•527.4 525.4 i,+•• t e it e 3 dogwood '''•. 'r--623.5 shrub 23 hardwood ' •. ,. re � 6 dog ood .............�,, •,� 1 tit '•. � / ` +,• • •� ' "C'. rj�', .•''r }% ale !'' r r ,, ..%}c 527.E ,/ ,•• rtle ee i l r . ••'; `' r my 04-• �i .' -- ` shrub t - r`� �,' •''••,• h.,, - �D Q •,,. (�•� 527.4 .0 cobo d t 523.4 0 52 €.5 . •' ' rr 527 shrub 3 tree , � '•, 619.3 shrub afe 8 do 'aod ' ~ shrub.r�; �!, •. r, �, ° si► b shrub + r ot, 2T 523.0• 'Pi'� ✓ 1.6 624.0524.7 "Fii23:L ••''•'•. �f/ Oy Gravel 523.o •iy✓' { 11 �-,. � ` 52 . Shared Driveway .'` ' �' k ' - , � •,. ..•' - fJ-r �.�624,7 $�ak� �./ Easement / ,. • •••' r emloc 627.67 Floor boxwood a/k DB 4-491-396 r / �•• rr dbl hemlock 6276 ��. 525.1 , 524.3 524.3 / \ / o� •••'' hry '%4u 524. dvwand } e / ••.• p- i 9 heihlock 10 r S25.0 / �" 24" pin oak \ / / .,,••'•,r cEslbl-h mlo It yn~i j: O 523.9 \ t I ` ` f •+•. ' a\`4a�\ 'tri h f1 527:4 �� �� < / , �• ,\ ,.•' Q- rr`r7 he to p �c4 528.1 527.4 r 524.8 524.0 \ f 5 U. tri he to atlo 28.8 T 52 °� boxwood 12" he lock 527.8 Shrub 525.3 vary 1 ° �523.4 % \,y , 1 9p?• / s •• � �. .•''•� .2 fruit -�, 12° he lock 529.3 527.E �,�5 box c,•�'J '. 4c P e s } £g 527.6 AA Gravel 4" 626,54 Floor dogwood ar `, Po h 526.33 Floor �� !� do woad 529.0 TW rJ a y 522.2 .•'••+•' •'•' •/ /+ ' '�5 14" emlock 1 " o, 26.56 Floor 52 ' •''• r 631.2 5291 524.0 526.33 Floor boxwo �' dogwood / ✓� + 3c�"°� `-x c _ • .4 528.1 ' •' ' 525.69 Siil ry6 myrtle • rr 3 .•'' • oi! ,ls / i �- ��L��P 27.5 Top 525.1 526.56 Flaari,`' Qaa + d_r ti 1pyrtle Rock Wail 527.8 , 52A.3 3 522.2 g`i +'• t/ f' _-_- -- --- b27r 524.2 622.2 "�; ^. o� ,.•+°. ��/ _Pole / ��Fo�oth 'dge C dbl sycamore- .` \• ��Sr .' } \26.7 1 526.56 Floot-f-e _ �� '•. ��. ..,�,•�ro ��o_ `, \ 1 ' •� FAV #.4. s � fast° �Q f _A1 5 � , Notes: WOOLLEy ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.Woofley-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 99943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT EXISTING CONDITIONS EXHIBIT Job Number: 22010 ``~✓ .�� �'e'ab� I, i i Lic. No. 2576 Date: 1. This plat is based on survey prepared 10-26-2018, 06-14-2021, 10-21-2021 and this date. ,___ Rail Fence XApril 8, 2022 2. No title report furnished. Utilities and easements other than those shown may exist, TMP 59-15 87°04'44" W gg 8z.k�Y�"`-x'X '� o! � � ©¢ Revision: 3. TMP 59-15A and TMP 59-15A1 are subject to the following: --•� 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 O.Z. Electric easements reserved, DB 263-230 and D13 263-440 Waterline easement, DB 263-440 Well and water rights, DB 357-219 ,' Virgania Landctraft, LLC 4. TMP 59.15Aand TMP 59-15A1 appear to lie in an area designated as Zone X as , Lund Surveying shown on F.E.M.A. Flood Insurance Rate Map, 'Community Panel 61003CO265D. f� P.O. Box48 5. OHE = Overhead Electric , / North Garden, OHT = Overhead Telephone 434-293-25a 22959 83 traverse rt; Scale: 1"=20' Sheet No.: copyright © 2022 by Woolley Engineering C2,00 0 q1151zL 2 of 20 REMOVE EXISTING LIGHT POLE Zp 3907309.120/11463623.028 RE -SHAPE EXISTING GRAVEL PARKING AREA �\ ``. REMOVE EXISTING CONCRETE WALK , / myrtle I ` myrtle / `% tree / dbl dogwood 5 dogwood '► / 519.8 / I dblagnolj I RELOCATE EXISTING POND FILTER , / /, tree \ \ / tree HATCHED AREA DENOTES ALBEMARLE COUNTY DEFINED CRITICAL SLOPES 91M. 1f ' ° ° 15" poplar ' walnut 12" poplar N 14" cherry 18" walnut - *k�e �i n / myrtle / / \ o shrub \ 3 do ood \ \ 23 hardwood F ° / Pole \ \ tree \ \ yrtle ° ° ° 6 dogwood \ \ o shrub \ myrtle , ° myrtle y tr/ \ \ ` myrtle / o shrub \ \ / trees box ood shrub \ \ ° shrub °�Cr°f° \ dogwood \ \ / ° 1'4 � Cl! � / \ ° shrub '� ( \, shrub %3 tre REMOVE EXISTING / STAIRS AND WALKWAY Gravel t -„^ \ ' Existing tree / \ \ REMOVE EXISTING BRICK WALK r- - / 1 Story \ \ / Frame boxwood \ \ %; 11 hemlock / �'�" \ �fl dbl hemlock / r/ck\ \ REMOVE EXISTING STAIRS Ire \ \ e hemlock Z \ / �d tri hemp k 7 hemlock J tri hey- ock pof/° o shrub \ / / boxwood hemlock � \ � � / / / 12 Deck ck / \ \ dogwood \ / P 'Iter 0 C 14" hemlock / boxw�od \dogwood ° 1 0 \/ / oTod ° 1 \ dogwood ° \\ 519.3 Pole 24' pin oak fruit ° dogwood ° / __.-- ,/ -I- r1� � \ \� \ � � \ �/ \ L REMOVE REPLACE EXISTING EX. DRAINAGE CULVERT - Rory ia�_„ y'\ 10 5" cjpgwood 10 \ Scale: 1" _ ° �n ogv WOOLLEY ENGIN { RING 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 99943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q) Z_ Z 1 � W Uj F OL m J Q c) 0 v i1 `_ 0 v! � �- O Z • :—) 0 U SITE DEMOLITION PLAN Job Number: 22010 OF j ERIC W. WOOLLF`T LIC. NO. 37088 � �O� 6-21-2022 �Ww ti �SSI O NAL Date: April 8, 2022 Revision: June 21, 2022 Scale: 1 " = 10' Sheet No.: C3.0 2 / 3a �M 3 of 20 copyright © 2022 by Woolley Engineering r. RELOCATE EXISTING POND FILTER AND EQUIPMENT WOODEN ENCLOSURE 06 L500 Js�s, VDOT CG-3 CURBING (TYP) CURB TRANSITIONS FROM FLUSH CURB TO FULL HEIGHT CG-3 CURB (1) HANDICAPPED PARKING SPACE WITH ACCESSIBLE AISLE. DEFINED BY SEPARATE BRICK COLOR AND HC PARKING SIGN. WOODEN ENCLOSURE FOR HVAC L501 COTTAGE STAIR DETAIL C7.0 FLUSH CURB 3907309.120/11463623.028 POST MOUNTED LIGHT FIXTURE / SL1.0 CURB RAMP , Pole X + I/ / I/ / z I > ",\ POST MOUNTED KNOX BOX - CONTRACTOR SHALL COORDINATE LOCATION WITH ALBEMARLE COUNTY FIRE RESCUE / ASPHALT SURFACED PARKING LOT SEE C7.0 FOR DETAILS BRICK PAVERS WITH VDOT CG-3 rO3 CONCRETE CURB L500 / /Z / 1 All ITYPI • \ XV 0 sary i Frame A U9 8 LEGEND \ EDGING (UPTIUNAL) L\ 500/ APPROX. = APPROXIMATE 1 BOW = BOTTOM OF WALL \ CO = CLEAN -OUT CONC. = CONCRETE \ DB = DEED BOOK \ DBL = DOUBLE \ DI = DROP INLET \ DIA = DIAMETER \ OHU = ELECTRIC OVERHEAD ELEV = ELEVATION \ EP = EDGE OF PAVEMENT EQUIP. = EQUIPMENT \ CRAWL SPACE ACCESS EX = EXISTING 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 FEET OHT = TELEPHONE OVERHEAD TOW = TOP OF WALL TYP = TYPICAL WL = WATER LINE ? = UNKNOWN OR UNVERIFIED LOCATION \ \ LINE LEGEND _ EX. Aq� TMf' S9-15A X.CONTOUR \ �/ �� 1.98 Acres = PROP. CONTOUR G = CONDUIT FD = FOUNDATION DRAIN P = GAS LINE ...... — . — . _ = LOW VOLTAGE ELECTRIC \ —SS—SS— = SANITARY SEWER LINE = STORM PIPE \ UGE = UNDERGROUND ELECTRIC LINE \ WL = WATERLINE \ Exposed Rock MILL AND REPAVE ENTRANCE F1 4-1 & v 17.2' v% / J 50.9' CUT EXISTING �^C" ASPHALT HERE \ 'Role I.�Ci r `SRit�}`►�rI C3) / / / / / / WIDEN AND EXTEND ASPHALT / PAVED ENTRANCE ENTRANCE GATE WITH MINIMUM 20WIDE CLEARANCE 11 \\ \ \\ WHILE GATE IS OPEN. (DESIGN BY OTHERS) SEE C7.0 FOR GENERAL GATE DETAILS (OPTIONAL) WAYFINDING SIGN LOCATION O f' (TYP) 25 0 / / \ \ / \ NEW 20' WIDTH PRIVATE PARKING o ACCESS EASEMENT 7./ \ INST # 202200010773 19.08 3 o KOI POND \ BY OTHERS) - ,>'� 12.2' 5 e 6.5' _ 14' C 15 > Fk Rock uildi g �/� GRASS PATH \ RELOCATE EXISTING\ 19 FOOTBRIDGE \ \ o \ \ 18 07 \ 05 \\ LBRICK SLOT TRENC; DRAIN L500 WOODEN ENCLOSURE\FOR HVAC / \ 17 NOTE: \ \ J SEE VICINITY SITE PLAN HEET \ 1_100 FOR ADDITIONAL \ LAYOUT INFORMATION AID \\ STONE DUST PATH WITH STEEL 05 / EDGING (OPTIONAL) L500 /// �,��„\ DIMENSIONS \ GENERATOR LOCATION / C 40 > L1.0 PATH LIGHT (TYP) \ \\ \\ S, � / 1 41 > ,/ \ / , NEW 20' WIDTH PRIVATE I DRAINAGE EASEMENT I \ \ / INST #202200010773 Brick 10 0 101 2 1 Story. �, , � , r Scale: 1 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 99943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT QI Z r Uj W � Q :E Q W Q 0, Q — I n ) H 0 �3 0 U SITE LAYOUT PLAN Job Number: 22010 TS OF j ERIC W. WOOLLFJY�' LIC. NO. 37088 a �0 9-9-2022 �Ww c�sSr O NAL E�V� Date: April 8, 2022 Revision: June 21, 2022 August 9, 2022 September 9, 2022 Scale: 1 " = 10' Sheet No.: C4,00 /30 �Lh gI�5I2L 4of20 copyright © 2022 by Woolley Engineering C 0 (3) 5-1/2" RISERS / _o �� 7 tree / o' 27 •\ \ /7", 527.527.54 TOP OF STAIR S21 S7 2AMP 526.17 No , / --- -� -� � 82cy 525.83 9 o '17�11 -��-,526.02 // -� ,+ 525.99 // 0 \\ �— 527.53 ` / \ / 4 O � // h fib: - /� V, 04/ - " Z96. 9 \\,\ 1. SIT- 26.55 � I o L� s I 26 SS . 26.51 �, 0 X . 26.4 �o /qO %,0,0- 26.40 PAVER INSET 2q SCALE. 1 11— 5 1 1 ---� 0 X / R' 6" x 6" TIMBER RETAINING WALL TOW = 523.25 BOW = 522.75 LIMITS OF DISTURBANCE (TYP) -,V--11" NOTE: CONTRACTOR SHALL ATTEMPT TO MINIMIZE FILL IN PROXIMITY TO THE EXISTING .� I"I,/'390739.120/1146623. 8• 1 f �, • / ' Z " , / \ I \ `�', f � ! -". ,r'r // / I f i �/ I k �38 poplar TREE AT THE NORTH EAST Gz �, �'- " --••-7 �` � ` ,� "�."� CORNER OF THE COTTAGE p� rft / ; ow - . \ ;✓ / '?.e" 7�-/ -r .�'11�--", ---,� -- � -- t o .N ner. / r `\ r ,r � s -'"` z ,,- , 1 / / ` -.`�`�. ``-N Ivy Road RE LLC -:-�- �,6 9 I`� 800 E Canal Street ' f,. ' J, F gPG�/ ``� �` �' \ S ~� `` ` ��' Ste 1900 11'r----, -,-��� -,I-�Lik-.� : �---1�"\--�"-111I .-— ,-"N. \\. \\1-m-,\ -\-91"-,�1��,\ 1��--1-� ',\I -1,\-XV-. -, I-. /' , JS ,C'/ \S ' � SAS ,- �D\ ', Richmond, Virginia / /0"--�-�I-A�i "A,-i?�,N—\/ X- -", ." -. -' '' r� ' -' ' QP / \», 4 \ ,y5 ." ; Landscape Architect: °I I , Anhold Associates ,-r ,�„"-~..---' / myrtle V\ - ....._� �\ ��' `i, 8311 Rockfish Gap Turnpike /' f' -', "` jr ° - _-�.'; -l �'- - \ \ `%``^ Greenwood, VA 22943 j ` ` 434.882 ' myr e ; `• anholdla.com /T ' / ' L� r— �-\ . �, ,., f I � C +/ / j tree / ,dbl dogwoo 5 dogwc�6d _ �— _ ._ ... �, � % \� I /. / `� � -S - , / / / / \ /I ►_ - — 'fir I 1 09 / \ magnoliaI ,. , •- ma's_, ,7 , ti ,, _ # • ti \� j - , / GJ / V \ \� `, �/ / '- 1 �� ,/ �` -� // "1 r \ 23 hardwood I e °� \ ^�c Sri S r jf ; �- N. �,ff� J / �i \, ' I' `\ %ham ram.. > j� / ! 11. „ a \ \ \ r ` II > co r :87-- F I jI 'A\i I N\11� �I0\ -'�Ii. - t C . i:', r / \ N :- v - o,LP ✓ tree 32 Existm , o- 5 4 2 r- 9 p _. _ c. ! _ : ,: <. 25 7 ry Q a G. r '\ Frame , r, r ._ 1„ / , 5 2 �. ,% / 1 I nerTllOC C r .: .l.. .. ,:� _ _ : a S ,, f> f 2 _. - _ S - , / ° L✓ 7,,_ 1: . , 524.25 T f._525.26 . , t \ .,.� - / dbl nemloc c 1 { / ,. ; W , , a w� - a 1 6,. - p_ -' .,..i10�% J, y,--I-�- "-- 1 1-o-, ,�':, � `-,,,-."--;��,-i. ,'. , � --�--I�� -� -� I,-� 1."'I 1Ik�, ` I I. . �I �I,.II. � ,I � . � 11I . - I I :II I.I ,. II.I � . ,.I I I I �11�.I .1�� - ��,�I 1 III I � I:� I � I �.II.. . .I I .1. I 1,� .:: AII,� .I �-FV A1.I-�,-C-,�IO11�,�Ic , I . .. .I.. , ��1� 1I I,� /-�I� I. �r ,. ­�.1� , I. � I-1 -I.II .. ,�� � \ . I\ --,.��I,.. � . , . �.I �, - � . I II ,II I � I/ 'N �/ -\) - -II / \ - ,)-II / -- - - - /, -/ - I" " 51(I�(� �,\ r\,,. -I jI ,/.. V� ,-/)�I �I I—, I / . � ./ ""," (y)'4�"/�-"/',/ Jz�-�/��JZ"I-.`'1�1 / /I"\V1,1.2\/- -- I2(,!!I 1��1�' 1\,;11-r' olt —/11 \� V\\ \ : ,`3,- - ? S SQ Off' O 24 I/ I -I � pin oak '` �. .1!I I1 �, ,� . II I I I ,. �I�I� II .� -)\- ` ,� .-� dbl hemlock i + 52 .\37 I ^ �. 'j\j //,,�r `� ``, l _,_ ram_. _ / U` : \\ - \X\, ..'--, :.. �.I��II -.� ... 1. .I �... .. . ...- ..I ./ . I--1'. ��-9------�7%*�-1,1 ,- -�- �-,?- -�,��,I, -,,'�I, ., i, ,I � ":,,1.- , 11-�-,�-�- ,,-�,�111-,�-, I CI \ \ _ _ �` / '�/'/ 1 trrieml k / 1r,f o cfi (,. J Q r. 1 7 hernlack / j '� r ,j ,. �� / ` t 3 b8 t. /' i rY�:ti, .l: ;�tr \:jar ,?4 `• / is f „ �',✓ . r �i„ / k �, \ fr 0.60 :,�z :z 3 l f O - y i \` to her ock / ry t xr:: , i / F/I 1 a ;. A. i� dogwood --- /s .. �.... r f ' / Ln \ \ S, _ nemloc11 '\ / / 'S �( j + 52 .4.Q - ",� fruit / / l���ti c /` ? �r , f o t 4 ` 12" hemlo� fs. '' +; 24 + 5 3.95 ( ° _ti,- / 4 # r 'r / , -- R -_ ,5 45 � .h� , dogwood l` r i# / �\ / 'S 1* 5 14" he lack / r ��. r r �t� "a'' % , +' - ',1II C 1'1/,<�)/C�� I t. - � / I /// / )I/ (-;�/, y r `� �35r i I._,� �V �rj �.. I �j?� �� ;v ' __.,. / -- I / r f j\ / n H u r ,*�, ". " \..,"-;--�)Z,,;�--/I -___ / - Rock Wal! / i , ., j ` , ,_ ;; II f - ° .- .: �2 \ i , 3 '� r , , ... , _.. r-( �_ :. ", — J ,. .- ' i 1 r, . . ;.. y : II I I ,. I I I . I I ... , - , � -j - I . ' . \ �-. ,���". -I ",, I . . -I 11 - � ..I -II I I � �- I ,.. - , , '"- � ..- -,LI .. I I �, I ., ..... �, . I .. I �­ . I : . I.,�....I1". ..I, - ,I.. :.1, . ' \: ' / -I �. � � I . , I . � I . � .� -,� -�. - , ., I . -r __s :. � �I .. . I I . - 1 „' I I � -. 1rI "I 1- I .I I - " � '�., .�. I ��. �. I I � . ... � � - . I � I � . I .1 I I� I �� . . I � I I � .- - � I. � .�. _. is' I _ / 1 ✓ MAJOR SITE PLAN AMENDMENT -• -- . Q Q Q) Z E (D -0 O� :z Q > �/ 4) w J W E QQ> Q w �-- '., m Q (./) v +-.. `� O ; "'.... (/) >- '-.., O Z • �O D :�E U --- , _ . .._ _...a.. i , w \ ,- 11 �d�I 4/�/��,�1/bI17 �,_ - - __ ._ _� Frame �. : _ w _ ~___ w..3 �,, \ ,, \ \ _. �». _ ,. �. r -- w. __ ,� __ � 12 -walnut - `� ::... , . .. ,: S � m - w _,-, uiI dr 26 .7 e . ,r^" ,,.-,. ».s-'• I ............:....ter" : 1`•-" .,,/. ,i ( 33 --/'' ,. ",\ _ : " - �.. '"'•� p I, I I . I I, . I .-.-, r -. .,A1, .1II . -I.j, .- - ,.I --.. ,- - I-,, . -,I 1. .-- . NI-,_- " , ,. I,S-I I .,. -.- I *I -.I, I .;�-2, �I ---, . -. /---., - II -I / I . I -- ,I-1-II I. I I. I 1,. -I.ZI . III . -II I I 1 1. 1.I / ..I I. .I ,. . . I ' .I I II'I .. -/,. ,.. . I. . .II .1.,I,II .--. ,,. , ,I- I "- .I I 1,. , ". . .1I.. ,I II ,'. . ,1,. II . ,II I I . I .,1,I.- . II1I .I1 +. 1I. I .1I.I. I . I... II- ,.. I., , . "--I'�1 �.. \. 11 \ AII ,I\ ,5�\II,I 1-I, 1 ,. . . . 1. ..I 1.-..,�I1I"I.1 , I \\- I , I \,.. I I' I\ , 1\ "I, .1 , ,.1 1.. ,, -I I - \-"-,-,"��I\ I :� ,,- 1I I �.-, ., . .h 1-,I ,+ -/ - .. k. . .,.11--1�.1/ -- ... I/ 11�.- - -. -3 I z-\1�,. -----:- ---, ,-',I ,<II, :�, ' . -, k, I _ "�"/;- 220 10 .——,. -----­ --//---/—--/ ------, ----"------/11',..-,-/ —/-- .--—,I--—,--1-,-,,-,'-,p--,o.--p-1-a-"r--�.--,�---P--.-----"--11,.-...-..-�A'I 1-;1-, -" - -I - -�-- IN I,----- -[,� I.I-- ----5--,--'.-,--4---\1, L�--:- -- ---, _- \,—\-------_----,—_--_--_-—_-%-, — _.. - -,. .. -II -.-1- - . I -/'. .I , -.I --1.,1, I-..,-._ -- 1, I .. .. ,r ,/ \\\ %, 40 ._. __ `r 'e Job Number: - ,, 1 -- ,,\, .,"\,, , \,\�'N\\ \,- ��,�"I \ , ,, V,\� % \ \I 1 "\o.,' �-, \,- --I-\ 1", , "', J' fr e h, ,.--'' _,w f _ N r -�- �— "I I- - -.,-..I .I -I,.- 1--I I . I, - -I 2.- -- A kQ , .-.11 -�, .. . ..I 1 . \ II I1 . I"I I I 1I 1 ,1 . \I - I I ., I I I - 11.1 ..- - .. II I 1 I .,'.1. I . I 1I . ... .. I I I , I I. I ', .. \,4 I I I ,, r01 .I _-..__ , , A : r ' ~ _._ - 16 cedar; f , rnip \\ � ��'S 4� I -`--._..... — ..r._. 'J _-,'' __ . - _ . f 529 rid `, _�._ _ M 0 ., Y „ } : 530 +, — .. ,, ; j" _ ✓'-` \ __. »_. a,/ 5 - i,". - -- �J , I ,,. `'' ' "`° � >-- � \,•.j,� U ERIC iI iP00LL — - � _.__ - - ,8 woln E c^_,.,..,'' r--,:-"... �'�"".�_'•'.--!„ .K J - "ti :e.+-,, `, / t F ,a. f�'d e`,.\ 8 I(]f' t \ r,,, r , s MC. NO. 37088 w. 30 . a ,_ ------ �...u-._. _ : ;4 `? 12 walnut-- w t. R _ __ - .._. f — • o — 9 9 -mot 4I?_ - \ \ o �. cp \ �, __- .I . , -.I .. I "I . ., I,.I -I , I ,.I.-. ,-. I. . 1.I11. -. ... I - . I. .. .. -. . - - _ —_,_� ., . , _ , \ c' °L v d \ s w „ _.vi , .I . I I . . ,,1 I I I II II . I .,. .I II. . I -..1.. .. "I .- . I I. 1. .1. -,. -1.I I I ,1II I. \ ry ~ , to .� ° ._ w_» 15 o Iar _. v `M._ \ �. P P �..._.... u — ,y z 10 cedar _ ..- _. \ �, �� \'E , c tJ c', ` I , \ i O'`S 'y� 16 0 lar , ; ' \. -,.__ .,$- .\ 1 `� \ ry Date: - S ,i - __- - dbl walnut ,, -; --,0-----, ----\ -'I \ .-.... \ s � ,1 I y' \ '4. 1,, April 8, 2022 4, /V-,.X,,-"\-,/,-V,--j/�- %4/:,- -1_1-, -/-I--- �----,-----�-- ` -"1-*/ ,----,----,'- /--", ---- A --At\- - "-.--_-4,-_1-1-1I-,/ - I/ ,-'/-1,1-F-------I4.-`-I --.--.-6-.E... -_-z0 l�-IjI --�-"----�— -----`---I---- _.1----. -- )-),- "\ --\ 1-,I--, 1 " ,\I,11, I, , \ -. \ ,k 0\\ , I -,1 * I \\� \ ".II 1.I1 ,/, I\ \I X I , " I1\ 1 , /I I- I\I I,I ,, /\%1,/ I.N. - .\/. .� \ 1,t- ,J- ,I \-1 r" .. II- \ I \/j \4I1,:..I I. -1 --I - I @.,\Ir.j\,JA1 ..� 11-1�1,, ,. . '"-\,1-I ' I 1.. - `' ,,I : .I ,-iA'..N,. , ',II. ,., V � z. / . 'I,i\ ,.l I-. / . .- / II. . / . I --.I 1I1I./[ � "A ' I-. , .I-1 "\ II,, \,'�,, ,1[' \I -.,1- - . -1',,- ,\ .. '---I--1 '1 .I I- ,"\I, .�t-.'.,, I11V ,I .,"- .. I 1 '.I.I ' 4 , , .0II� �1,I \, . I. I . � ., ,V�I I ,,- � , ..I . I".I1- j�. ,V7" /.I ( '/-I , "/IxI N/.I�,1, \11 \ X \ \ \1I \ ,\\, I, \ \\ \I ,,-),, , o -1 \ -\: ,-:\-:\ \\\ 111 - -.-_ S '9 1.�8 �cre� .. ti SO .p 8" poplar - -- �. _ - '�- s �' ` A �• , w \ „ 0 �7i F� \ V - \ - \, �; _, ..•, _.--._.,__ -- �, .y -_ - --\A 550 0, '%, , , �\ \R ', NaI nut -_ ; - \ Fj / walnut ,--- '----�-�--- '��, � '� �6 , u n e 2 2022 --- _ .� ,n a : _- 18 walnut �.�, y \ ``\ \ , �, 1 / y f„". � A st 1 2022 J r ` \ \. ;- _ - __ ''�, / o�'J3 ' *' September 9, 2022 _.__� t o , \ 0. �,3., / _ ~w _ _ J� __ / \ \ _ ._ z ", 1" cnerr - \ ' , y w- _.„ " p p \ - " _,,. \ , . � , \ `',` e � ♦ L : ' t `ti 10 0lar - \ __ , \ ° - -_ \ \ j °, y j V ,� __..... r-.,,3 t ,, f o n •". �•, '`^,, ,.,, -t "*.,..-•,',,...'� E °1i j / •'' ,! �` i '' _ `fie �- a18 walnut• 18" walnut »` - `� \ a \ ' �� ` s` `, ,o' bw / _ ,-_.. ,, , j.-.,.�,. �.._ .....,ti. ».... \ 'fie 1J -� - 'l - 1 � � `� tj � ti N, v 4 ` - W _� `�.a cale. ti \ •,4 pp�� \n �_ _.__ --'"`"® �,.� - � =- - _. __,__ "_ -�. '�\ •.. ,, ra,b apple r ��t `� � ` i �'`.� � 3 `° � \ �,;� dogwood � 1 = 1 ,. \a�+ \ \ \ cJ� 1. t ` c �`�.,.,' -- -,__, , 4Jt .. ", _� . _ - —� _w \ 8'\�alnut 1 - i I 16" Inut - ,w,,.-. =... �.,... `I f ;1 `t t I Sheet No t .1-1-, ""-11,, ,,"\, \"-1/ - -1'/I,-�,, ,,I �Q .. \, } t / , /, } ! \ 4, ., ,, - 1. ` y _ \ \ f J __ r_ �,` ` ,. t,. E+ oa�Zd \!' �. %' t 1 , o �ti r t37' 4 . o - -- \ c t w_� _ 18" walnut '``` - - _._.yb... t y` -, }t ,� / �, a� \ \ \ \ r' , I ` ' �- 2(l'� .a�dlnut 8" walnut �r `'e e. l . , .. t � Brick t` �. , - - _ `' -. t3 ti' - 0 k.• t 1 �, r -- - __ __ SS ;S e , G � ; ' \ `� 10 e(p9 d 4 10 2 30 --- — �. —_ i Y - �_ �. ' ,,� ' ��'t 1\ \ ti � ° .\Scale: 1'---- , 6,,,. ZoZ1, ol[ 5 of 20 copyright © 2022 by Woolley Engineering 3907309.120/11463623.028 18" walnut 1� 0 N 5 a 9 _5-440 2" SCH P C .80R _oNriN S c-- MAIN (cu , S QED) ��V y 20 walnut S wRESER- E AREA = 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 t VALVE BOX 2 (TYP) K we _ - Droinfield Area 1,000 GALLON MID SEAM CONCRETE PUMP TANK - DEEP BURIAL ORENCO MVP S1/2 DM FLOAT SYSTEM ZOELLER E191 PUMP 1,000 GALLON TOP SEAM CONCRETE _ \ SEPTIC TANK - DEEP BURIAL Outfall 31 _ _TM 24" RISERS WITH LIDS 12" ES-1 '4 -- ^�3' (TYR)_ "- _ ZABEL A300 12X20-VC-BALL EFFLUENT FILTER Rim = 524.80 / 4\ Inv Out = 523.60� _ �C / Pole / / 4" RIVER ROCK OUTLET PROTECTION - 9' LENGTH / LOCATION OF UNDERGROUND, / PROPANE TANK (BY OTHERS / `` VEHICLE DETECTION LOOPS TO TRIGGER /> `\ / `-T 31 / GATE OPENING - DESIGN BY OTHERS �- (ENTRANCE GATE -OPTIONAL) 2" SCH 40 PVC PRESSURE MANIFOLD ��,/ O < Q ` __0 92' - 4' FOUNDATION DRAIN I \ � l / -__.- --.- -� 9' (MIN) Q \ 1 \ Q C. O �- VALVE BOX 1 (TYP)-~i- --_ __� Q c� ,,/ C� \` 20" walnut NOTE: �` `L CN 40 P e o SEE SANITARY SEWER PLAN `'' 'Iqh 2 GRAV1TYi S `T C \ �. TIE-IN NEW PIPE TO EXISTING AND PROFILE ON SHEET C5.1 ` .� -3`L / S LG� \ , CAPPED PIPE 2 FOR ADDITIONAL DETAILS \ Q�Qo c, �Q ��"` \\ \ ,j` 8 4'�S ems' 6A SEPTIC DRAINFIELD INSET \� 0 F` I POST MOUNTED KNOX BOX - CONTRACTOR �\ SHALL COORDINATE LOCATION WITH \ ALBEMARLE COUNTY FIRE RESCUE DI 2 ; Rim = 521.50 Pipe 1 = 519.50 SCALE: 1" = 10' / / \ uce\uce S pVCG, �,�. p\ 1 \ C MH 6A 1 'Role � c \ �/ WL �� Y / C �° C . C_o S M,q%N \ Rim = 525.25 DI 32 / \� Rim = 528.00 C /l I C' } / Pipe 9 = 521.80 -f ` Pipe 32 = 525.20 RDL 1-1/ 34 Q t�--� Pipe 10 = 522.50 S Pipe 34: _ Pipe 33 522.65 = 526.00• i S ; 6 PVC \ '_ n / Pipe 9A 522.65 \ A 1 / \'\ i Outfc�ll �- \ J I 3 2 YD 34 - 'b _ Rim - 520.20 h., n 4 - r > Rim 527.50 n � _ Existing v� t' '. _' r? °�> l lAip ', � p � 1 \ Inv Out = 519.00- cr? PgKd Pipe 34 - 526.50 � 'Q.;< f �� I, r,tp 1 9• Filter \ $tOr1l�, ,•�; ,./ (`� C\ �''�;Qi�jlj; �iT lrz�.: �wf �., j.., ,, - ., gyp,. �.- -1 _ \ \ Frame YD 33CIO y '1 L Rim = 528.00 z ;: Qi �, :Y. t ' ` �; o FD - - F i DI 5A 1 \ `� O = �Q Pi e 33 527.00 ,�� � r1 :, - ,.-., : �:.Q .. ,:.:. - :� .,; .�, l / •.. �j��-:�yF �/�}�,�� rr� .1 �� -P3 ', � Rim - 524.00 � 1 , � r �' F , p \ err T7 a n ,^ �C h,�,�.ry .!r.r, - "'� p \ % D /?� s � ; , f / / ``� •� F'K� � �'�•<.; f'�Y �� , � Pipe 8 520.40 �f - ,•v s ; � � Pipe 9 - 520.60110 1 � C l o• C r r' 1 RDL 521.35 / 33 NC L,II' r , ` C'\ p \ / i %- -\ CV Ex. Outfall 3 i DI 5B 7 \ lJ\ Rim = 524 40 18 ES . X Rock \ APPROXIMATE LOCATION OF UNDERGROUND KOI POND EQUIPMENT TIE-IN SHOWN. N (INSTALLATION BY OTHERS) LEGEND APPROX. = APPROXIMATE BOW = BOTTOM OF WALL I CO = CLEAN -OUT + N CONC. = CONCRETE DB = DEED BOOK \ DBL = DOUBLE DI = DROP INLET \ DIA = DIAMETER Vi OHU = ELECTRIC OVERHEAD ELEV = ELEVATION \ EP = EDGE OF PAVEMENT EQUIP. = EQUIPMENT \ EX = EXISTING N FFE = FINISHED FLOOR ELEVATION HDPE = HIGH DENSITY POLYETHYLENE PIPE HVAC = HEATING, AIR CONDITIONING ` \ INST =INSTRUMENT JB = JUNCTION BOX PVC POLYVINYL CHLORIDE PIPE RDL = ROOF DRAIN LEADER SBL - SETBACK LINE s SQ. FT. = SQUARE FEET OHT = TELEPHONE OVERHEAD ? TOW = TOP OF WALL �O TYP = TYPICAL %P WL = WATER LINE ? = UNKNOWN OR UNVERIFIED LOCATION ;sry0 LINE LEGEND s� = EX• CONTOUR = PROP. CONTOUR C = CONDUIT `P FD = FOUNDATION DRAIN p = GAS LINE ...... _ . _ . _ = LOW VOLTAGE ELECTRIC -SS-SS- = SANITARY SEWER LINE = STORM PIPE UGE = UNDERGROUND ELECTRIC LINE WL = WATERLINE S YD 9 Rim = 527.55 / -,Pipe 12 = 526 o Rim = 52 20 RDL - 522.00 W z / �T , 1 �C \ / / `� Ri 520.45 \ o - \ \ '� y b�� '`� �1 \ /Ihv Out = 518.95 / o Q / Pipe 10 = 523 0 t/q DI 6B Pipe 8A = 522.00 1 1 /' w / .�� r� c p / \s, f Y 1. C Q y , Pi e � -� �P: �` � fi/�i r �r �� � .�x `��. ,'�� ESQ � . �.- `''�. ` Rim = 524.25 ��,; ,�;'x.�.,.Y _ A/'�. / \ '/�j / 4" RIVER ROCK OUTLET �l ,b �l f a r � �1 �,1 1 �- / \ 41I RDL = 523.25 oF< r �c 8 lx D��`' ! / PROTECTION - 31' LENGTH 05 _ �Pipe 9A = 523.25 / . r i - \ .\.�, TIE IN NF�PIPE TO EXISTING �S / Q � , 5A /Iifl hOp�� / �. CAPPED PIPE 8'p gip/ :iri . c fa �� \ / \ j \ / EXISTING WATERLINE APPROXIMATE I�4' 18 ' .Wr, FC \\ / / LOCATION SHOWN. CONTRACTOR . a / / SHALL FIELD -VERIFY AND NOTIFY / 1 0p�Cr RDL 13 / \ ENGINEER OF ANY CONFLICTS Rim = 526.20 / YD8 1 1 U rjffr Pipe 19=525.20 Rim 526.50 1Tt; f' � �• � i C F{ a Pip 11 = 523.50 °p/ _ t / ` 'Ty t � /9' / / / / /Ex. DI 4 \ Pi e 12 = 525.00 / Rim = 522.00 \ P pe 13 = 523.50 c • • � �` tr ai 1,, �, \ L _ Pipe 2 = 519.20 \ f>I rF h• ' r� C y�q %�;' TIE-IN NEW PIPE �O/EXISTING Pipe 8 = 519.40 CAPPED PIPE Pipe 3 = 519.A Pi 40 A RDL 12 FyT= f r /Y ��e �Q ;° �' `. Rim = 526.30 Fyn: =r�.. �'� ��\ .Q��, / /5`TORNI SCHEDULE A - 5 30h WN Pipe 25 \ 52 -20 ip �8 /p}pe e C 3� 3 V _ 12 p , ��� YD 16 , / �� A _I / Rim =525.90/ RDL 10 `� J p_ 1 1t U / Pipe 18 /Z1.40 Rim = 526.40 >� / a G� Pipe 21/= 521.60 YD 10 1 3 Rim = 526.20 Pipe 17 = 525.40\ 4 ` � / // � Pipe 10 = 524.70 \-/� N / Pipe 13 = 523.70 ucF,Ff`i r_ �\ \ e f'A 7°'� // JG�/ / \ (2�1�DL=524.50 Pipe 14 = 523.70 YD 11rj` ` r \ u��,�� -a 7 ;T -ry a 1( 15 > Rim = 526.00t1� °, Pipe 14 = 524.00 YD 12 Pipe 15 = 524.00 Rim = 526.10 p YD 13 a// �cF /2 ip� - Pjp0 3.4 _ xistin / / / / Ex. DI 5 (2) RDL = 524.50 Pipe 15 = 524.60 S' 24• 2 .`=.� � 9 / ,. ,l Rim = 526.10 4c, 6"p 6' 2• ` Frame / , Rim,` 524.00 Pipe 16 = 524.60 p e t/C pV,�I 9 /�� a ���/ jOQ�. Pi6e 3 = 520.00 Pipe 16 = 525.10 �\ C' ' ;, uildi / / RDL = 524.60 p 1 uce 1? / / ipe 18 = 520.60 Pipe 17 = 525.10 \ \ // / Pipe 4 = 520.20 ice /� Z/ - / Ex. 4" = 523.00 YD 19 Rim = 526.00 18 Pipe 24 = 525.00 Pipe 25 = 525.00 YD 18 17 SD 20 (2) RDL = 525.00 Fr f / Rim = 525.85 / r: _ � // Rim = 526.10 Pipe 22 = 524.50 /f / Pipe 35 = 524.95 Pipe 24 = 524.50 YD 17 ' , ' C ' / / TD Inv = 525.20 Pipe 23 = 524.50 Rim = 525.75 d// / 2 TD Inv = 524.95 Pipe 21 = 522.75/�� SD 21 Pipe 22 = 524. // Ex. DI 40 �,� Rim = 526.10 Rim =��(1.00 Rim = 526.05 Pipe/4 = 523.50 \ Pipe 23 = 525.20 TMP 59-15A / 1( 40 ) PiKe 5 = 524.00 TD Inv = 525.27 1.98 .Acres // //�ipe 6 = 524.50 TD Inv = 525.05 �iC �G\ APPROX, LOCATION OF 6 kS �`,� CORRUGATED PIPE OUTFALL ��9�•Q , \ \ WITH UNKNOWN ORIGIN. -TIED-IN TO STIR 15 0 ~ . CAPPED STUBOUT FOR FUTURE /ry / EXPANSION OF DRAINAGE SYSTEM. 41 0 / PROPOSED 20' WIDTH PRIVATE DRAINAGE EASEMENT 41 > // Exposed \ Rock \ Ex. DI 41 / 10 0 10 20 30 Rim = 5.9.00 Brick \ \ Pipe 5/ 533.00 / � Scale: 1" = 10' • r 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 - 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 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 11' - 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 - 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 ry LLJ` LU ^J/ I..L Q Uj F J Q n ` LL 0 • � O � U SITE UTILITIES PLAN Job Number: 22010 j ERIC W. 1I00LLV"-- LIC. NO. 37088 a, 9-9-2022 440 assj0NAL S Date: April 8, 2022 Revision: June 21, 2022 August 9, 2022 September 9, 2022 Scale: I. = 10. Sheet No.: C5e0 6 of 20 copyright © 2022 by Woolley Engineering copyright 0 2021 by Woolley Engineering 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 HATCHED AREA DENOTES LIMITS OF Ste 1900Richmond, 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 to MAJOR ------------ SITE PLAN AMENDMENTzo 10 f� n� Z W Z re 24 �/LU J W100 m jO J Q n` ILL Q � O 7 V O � U 525.00 525.00 SEPTIC PLAN & PROFILE Job Number: 22010 �I OF ERIC If. 1I00 LIC. NO. 37088 J4 �0 6-21-2022 �sS! 0 NA L 10 Date: April 8, 2022 Revision: June 21, 2022 Scale: I" = 10' NOTE: THIS PLAN SHEET IS FOR Sheet No.: SANITARY PLAN ONLY C592 gIK�Z1� 8 of 20 _ i \ �'.. � . _' . ' , ''.1 ''•••.R ' - �,. ". /^ i` '� i".. � ; v 1y - . r INVERT OUT OF BUILDING � / ....;.,. _:._ ,:. _.. ,. : _ _ -�... � ~, : Mom`_'•+.."".-' >. \ 1 .-•- Sta - 19+99.00 I \ , _ ... - �� -,.....- •.Q ._---.-•_ ._.__ ---• '6�. �K" - ,-. ,..;'.. .::-. _- - - . Iw ----- _ \ .. ,, _.: - _ -y--_ - _�` cv gym•-... _ _ __.._ .-_... .---- .0 D (�% � /// �% )� � r1 ��,� "`s..: • / R• \„ 1 � '",+ "-•w' sty , ++ . `\ copyright ©2022 by Woolley Engineering MAXINIUM BURIAL DEPTH 3 FT. 4",CLOSED N 4 INCH PRESSURE C ROOTSEAL. SEALS IASTM 1227) aSIMLET ,.SEPTIC TANK�I 7 55 r� f'y H NOVERPI ECA T COM � I I 4 +112 i +OR-1t2'` NOT T SCALE *OR=112" 99'� NOTE: DEEP BURIAL REQUIRED ConSeal CS-102 3/4" MEETS OR EXCEEDS ASTM C-990 e� I� 4" CLOSE,D END BOOT SEAL ASTM 923 OUTLET 53" 41D SEAM Pt BRING TO GRADE WITH E-Z SET POLY RISERS JOINT DETAIL i1M.l1M BURIAL �y _ - I INLETV&,j , +4" HIGH PRE SU[3E SEALS (ASTM 1227) 6911 54" WWW.HA.NOVERPRECAST,iCOM WEIGHT 21.04 GALLONS PER INCH 12500 LEA. I - OR-V2" NOT TO SCALE 99 INLET AND OUTLET HAVE 4 INCH TOP VIEW 6X,6X10X10 REINFORCING WIRE CLOSED END BOOT SEALS. MEETS„PvccouPLE OR EXCEEDS ASTM 1227 8, 923 +� `�'.. INseEGlioNeoRr ;>:. ON SIDES, TOP HAS #5 REBAR SIDE INLETS HAVE PRESSURES EALA._ 5000 PSI CONCRETE WITH FIBER NO RUST POLY HANDLES 24"INCH ROUND FOR SECONDARY REINFORCMENT TAPER NIANWAY "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 1ID112012 804 798-233.6 FAX 804 798-2339 } � JANUARY 2015.PAGE 2 1,000 GALLON SEPTIC TANK DETAIL n.t.s. NOTES: GATE DESIGN - BY OTHERS SEE MANUFACTURER SPECIFICATIONS FOR ELECTRICAL GATE COMPONENTS, WIRING, AND ACCESS HARDWARE. N.T.S. SEE PA 14" COTTAGE STAIR DETAIL N.T.S. SEE PAVER DETAIL (TYP) 1 x W2.1 WWF iiYrY.l'YiSn1'ilrtTiNiirciSY.iY\i''T"Y.51'S. -A` OF TANK 12 4" HIGH PRESSURE r SEALS(ASTM1227).110UTLE 1 i —� BOTTOM HALF OF TANK ConSsal CS--102 1" 53�' MEETS 01 R EXCEEDS 49" ; ASTM r^-990 34" APPROX. WEIGHT TQF HALF 4,300 LB. BOTTOM 4100 L 8.. t.OR -,12' TOTAL 9,000 LB, INLETS & S HAVE 4 NIGH PRESSURETPIPE SEALS CH �� TOP VIEW {� MEETS OR EXCEEDS ASTM 1227 6 24 E-z SETS 6X6X10X14 REINFORCING WIRE- Poor RISER 6000 + PSI CONCRETE WITH FIBER (10 PSI).* .,, ,. : . �=�'� FOR SECONDARY REINFORCMENT T USE 3V RISER FOR DUPLEX PUMPS "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST ING. OF ASHLAND,VIRGINIA. IT1S INTENDED FOR USE BY THOSE DE81GNINGNTH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND E INTENDED USERS W OL T EXPRESSED CONSENT 0 HANOVER PRECAST INC. S FORBIDDE . CO YRIGH 1K]V2012 . I A. THE _ _ Illi.. F NO PR. I N. P _ 7 (804) 798-2336 FAx (04) 798-2339 WWW,HANOVERPRECAST.COM .JANUgRY 2Q1.6 PAF3E.27 t PUMP TANK 1,000 GALLON SEPTIC PUMP TANK DETAIL n.t.s. 12" SM-9.5A �11,�,11111,111-� 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. 2" SM-9.5A 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE NOTE: THIS DETAIL ONLY CBR=10 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 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 .❑e 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 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 ' 0" �:.. TYP. 3'-6" 7fTINSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 5/8" X 8' - COPPER -CLAD 1'-6" 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 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 Z Z , LU J LU ry � W Q Q Q LL 0 t� O Z • 0 U GENERAL DETAILS Job Number: 22010 V OF j ERIC W. 1I00LI.E ,,, LIC. NO. 37088 �0� 8-9-2022 �sv ASS'I0 NA L Date: April 8, 2022 Revision: June 21, 2022 August 9, 2022 N.T.S. Scale: 1 " = 10' Sheet No.: copyright © 2022 by Woolley Engineering CTO g1i5IZ� 11 of 20 \, 18 AMP S50. 0 4 >10„ - -- __ - ------ - 80 25o ROAD Entrq PQVed - nee - / ILJ \ EXISTING ASPHALT PAVING AT ENTRY SEE CIVIL DRAWINGS F \` , J� �� 4, ,r \ z l 1 t { 1 \. Y b. } \ \ i / t 1 / i• \ \ f P. TLI HT> C .3 TYP _ - / , / 1 7: \ / i d { a I \ F, 1 \ , \ \ \ r. \ ry r 0 \ S �.0 I � 1V�LPL' S FOR" L A : F. \ , r X. 1 \ \ 4. { - n•. \ Eli V A :EM E`� TS:A V ; P N \ / I \ \ h S T T ..\. b \ �O i \ \ 1 '\ \ \ \ \ / h , ' \ \ O S ASP L< <PI \ T' V \ O E A G r \ A \ P - H t \ 6 C1 IL. \ S� DR GS \ V \ P \. N 1 `� \ t \ \ \ \ \ \ \ C N C B TOR OF CURB A BE:FLU H WI \ \ \ \ SH L S H \ \ v D �' \ :•. AN �C K BR C \ � \ P h l ( \`2 \•, R A .E, W T „ V R \: \ \ 4 CU B:TR N \ A�.EME\ T E�E A�( S lON \ .\` \ V SSE LEV ONS ON CI L \. I\ � \ B�' D \ \, CUR T \ L , \ \ v: 0 \ \ 05-",LIMITS LO \ `\ V I LAR< \ E \ / \F \: LUSHCURB 500 \ MT � - K V CG=:3 C CU B E , ONC.. R S Y `I SIGN, \ A D\ G S G N\ I F \ \. W \:` V \>' TYP P l A V L. C L_ RC / 0 2 E H: \ \ .L. % F USH Q C `C RB \. �R AC IARE \ N U \ P R CK A D: E S S S T AY \ R c N `D N INLET L 00' 2- 5 2 ;0 .9= 0 i / �DE INE T �D Y L B A E EE' C V L� F O \ Al. - R t„ / \ t i4 COLOR- E r` R / P \ \ � \\ ` TILIT \ _ l' \t `C / I. I w \ \ t \ / A. ti \ \ INLET T P O 522.00 t \. t r \\i • , , � .:. _.,...' .`., ,.;,, •.\.., ;,,. \, \; - __ _ SEE CIVIL - / ---{ ` -1 --.r.-- ,-r-C-� r' �L -1 . �---• -i- - r-- V-'` r" • . F_L;, r- '- -- _ � - RICK PAVERS ERS VEHICULAR T;: ,- V - - I / •-1 ' `, ' ' r-- `,--'- —ram , , '. , ._; l -! fT_, ----- •-_, .. _. _, -.-, m , . ; -=i`- '-' r- -------.F^,1. _T-I - ..y- T ram'_' r 4-.--�___ L500 - _•,-� - / PORCH STAIRS, SEE / — - EXISTING TREE TO REMAIN L AQA BARK NG�SPA E _ T r O ARCH. DWGS. O O I - / ' SLOPES � \, -rL PORCH V1/OOD E LOSURE FOR HVAC _ j BOTH Lb00 t� r {� S,TA,IRS,,SEE O t, � lG s :L rz { jr r ARCH,: DWGS. ° , _AD,A RYA r rT CA C rra;PKyGr, / LIMI S OF VEHICrULAR - r C - - 06 2-6o ..T� �i -I 8' 0�rr f �=•-� r-V 4--"4 r.- ='iT-r1,�, I�. F� r �� WOOD ENCLOSURE FOR HVAC BRICK PVMT. -� :� �� L500 1 ❑ ^� SEE ARCH PLANS FOR ALL BLDG. LANDING \ - / i ii- �-rpl(111 ' `-.�7 T'n--'7.`t---pl Q,1�=--r J 1_ rl:_ ,., '\ BRICK S A'RS WIT�1 3 0, y 81 DIMENSIONS AND ELEVATIONS, TYP. METAL RAILIN S Y, r { r =' ALIGN C.L. OF WALKS /T' T r- �_ - �/ F{ 524.65 DOOR SILL L' r ' r CONFIRM WITH C.L. OF DOOR - FRAME TYPICAL / / `'/ J, - rr �`�}--r .I,:,_r-�;�;-� ��•,� �I ACTUAL FFE OF S, ' r ' `T HYPHEN BLDG. / 1 FFE EXISTING PORCH-527.60 � - ,� CONTRACTOR SHALL CONFIRM / `Hr F 02 02 CALCULATED AS E r- / BRICK PAVERS - SAND SET BRICK PAVERS - SAND SET - r L500 L500 526.40 5 -0 '- ALIGN C.L. OF WALKS DOOR \LADING,�EE / C.L..r - J + _ _ WITH OF DO � � �• `T 2 15 I ARCH. DW ,,.,.•,r ` Q _ •-`' r t =j T',"7-,'�+' •r _ : Q FRAMES, TYPICAL -� sR - - - / , ADA VAN PARKING SIGN. • r'-` r,-x{`--� ,_'�-, T�-,-, ..-,-.; ,- �. � �� �>-� -r, �y r- r I#' ,��; --; �TRE l ti r t ALIG1 �f �_, C RQ+IN:' - -- — rl---;'-� -. ,- - , - ._., :--� . : ,= -,J 4-4 -0.- r--, �_ : r' ADA ACCESSIBLE �r.�r- _ _�,_ -� r_ . ,--a - i- : ---, -' _:�,-= / --- - / / r_; -.- _ - - -�� _ ; is r :r-- EDGE OF L WN - MOUNT ON 4 CEDAR - - = - -r r { 4 �_L - SEE DT / x �F 526 0 / R UTE I PR IDED -- 5' 6: 0 5 -; O S OV �jr- - - z 1 i� _r' -r 1 , 1 f r ^; ; -`..� - �: r-c r- � , t - -; ~.(_� = " �' _ .. - - AREAALIGN. SEE / POST. —rT �74 0 y- - t . TO THIS DOOR. Fc—• -�, r GRASS r ArL THE PLAN ASSUMES THE FFEI .rl' 4 PATH _ SHOWN BY THE SURVEYOR ,ter j - -- - - — REPRESENTS TOP OF r /ads I SUB -FLOOR. 526.30+, \ �26 I i 7 43 ACTUAL FFE OF ADDITI 33'-0° 8 CALCULATED AS 526.62 �1ILL ry m f 5 \ ALIGN C.L. OF WALKS-f� 4'-O811 LANDSCAPE LIGHTS. SEE WITH C.L. OF DOOR - CIVIL PLANS, TYPICAL. FRAMES, TYPICAL e,o SECRET GARDEN EXISTING BRICK PATIO ° i u 5.95 PLANTING PLAN- i LANDSCAPE 10' _ -2" _ --. PAVEMENT KEY r 5.95 ALIGN J%4& MOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www. Woolley-Eng.coni Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT W Z Q) W LL Q QW m J Q r ^ v J l Z O U SITE PLAN Job Number: 22010 � � NLTH 0 o L n DAVID T. ANHOLD Lic. No. 00311 ti June 21, 2022 1�w� `S, 4 p E IN Date: April 8, 2022 PROPOSED SAND SET BRICK PAVERS 526 ReVISIORevision:5�+ \ ��C/ \ / _ 6/2 I /22 PROPOSED BRICK PAVING VEHICULAR SHED ' S2 ;[,01 ~1 �r� T526 15 � ,. T ,S - PROPOSED GRAVEL PAVING I GENERATOR.,SEE-C-IVIL� _ _ TRENCH 07 +52(z.0�., rrT ; h : r� - _r2 + ' _ -. PLANS. - - _ 6 �' c - DRAIN o _ _ = -_ _ _ 0 _ -- `��� + +526.4 o { Scale: + 27.6 p /�k �f'1 9 / 1 0 '.T I�- -`i r.L'-f`"'!i; J., - C, _ ♦ 11 _ r- ,1 r 1 8 526. + - / i 04 e Sheet No.: L500 STONE DUST PATH - r T WIDE WESTERN RED CEDAR WOOD STAIRS. SIX (6) 8" RISERS` - \ WITH 12" TREADS. BUILD LANDING OVER TOP OF WALL. BY OTHERS. ---SAND SETBRICK PAVERS n/ , - Rock EXISTNIG STONE WALL JC , \ TO REMAIN, TYPICAL % 0 4 \8 `,I6 � 12 f2 0 0 YARD INLETS, 5 6.4+ 5- SEE CIVIL, TYP. ,irr=y, 2- 3 - \.\ / 31-0" \ PR0\P/OSED KOI/P,OND BY/OTH,ERS 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' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT CUP 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 I- 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 ,%,T.- � 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 0 � �} AND WILDFLOWER PREPARE THE PLANTING AREA. :• O O O O O 10. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND % / ice! O O O O `� O O HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. / � / " J 0000�0000000 O�� �000 O 11. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT O O D�E?�1�TIN�RAM 0��.. O ,/ O AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. `",\ e� � 0 �0�� Q� L � 0 U 0 0 SRO° �� O`'\ O O �F � ; O O O '' 4 00 �0_ 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND � � 4` � O � ` � �t'0 0 O r\� EO�"-_O ,� O O O� O O O O �O, a`. �O O � O O HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING � I CAR ,- ANY CONSTRUCTION WORK. ��� O U' 0 0 O 0 `' O O O � O O \\ �-� -�. _ O 1� O O O O O�� O O• O � O O O ��s.� D 13. THE PLAN SHOWS THE FOLLOWING: A) PLANTINGS TO MEET MINIUMUM O '� `\ � �iJ'�;- O O O -O O �O 0\O Q O �5�. O O ANY CO LE COUNTY SITE PLAN AND ARB REQUIREMENTS, AND B O O l Ci O O O /O O O o. O O O O O O \ OPTIONAL PLANTINGS THAT ARE IN ADDITION TO COUNTY ) O O Q � \ 1 � O ��%, �\ O O O O O��O` O O O O •\ REGULATIONS. ALL COUNTY REQUIRED PLANTINGS WILL BE INSTALLED O O / O--`- � ` 0 0 0 0 � Q� 0 0 0 0 \ � \ Q O O O\r.: � ,�., ��-�,� Q O O O O O O� O O -._ O pq� DURING SITE PLAN CONSTRUTION. HOWEVER, BASED BUDGETS AND P � `_ _ Cd � \ PHASING STRATEGIES, THE OWNER RESERVES THE RIGHT TO INSTALL OR 0 0 O O O ---� �� T \ �� O O �O O Ob O O O O O�O � 0 0 0 0 O O O\� DU NOT INSTALL ALL OPTIONAL PLANTINGS AS A PART D THIS SITE PLAN O O o \ O�- Q O O o O Q O O AMENDMENT. O O O 0/0/0 �-, _ ---_Q O O O O\ O O � • O O O O I _-_Q O O O �Q ` O 0 0� 0 (EtT 0 0 U 0 ..... F ,_TF�Ek 0 U _T O O -�, O , %� IG O O �O � �\ �� O �, O O O O O O _ O '�. � O O O / O �\O �, �O _� O c3 O O O O O O �� 0� O O E s-�N4�� R€b O � � O O O O gr E E \ o �� o o o � o 0 \ E MOWED LAW- / ,•�;/ OO OOOQ�000 =� 00�\O OOO Q=� O 00�0�000 00 �.000000 � EDGE '�--O - ��rOs rIK 1, O O �/O ���0 ,:0 O O O O O O O O O O O I 0� � O O O � Ex'�i T �c � O O O O O O O O � �� � O O �T�R Tlv �'� �F��� � -, O +. O O O O O � P _ 4 �� O Q� O O O "- O -, O O O O O O O O O O � - �1. o 0 o Q c� � o 0 0 0 0 0 0 0 \o 0 0 O O � a-O� O ��,%' O O O O O O O � � LIMITS OF i j' MULCH BED ALL EXISTING TREES IN THIS "• T � / � � � STREET TREE AREA TO REMAIN. � � � �<v�� � � � _ % � ��` J �\ i � I ti \ 1 — 1 't, \ , 0 r � t , / r \ n r \ 1 A 1 \ V l Q' r• / \ c. � I n .\ L ?BED \ S COF . C LIMI U T t 4 l` \ f 5H \ , F f \ / A W C7 r,: \ M D; LD. \ .` E E {. W NC ; \ F� , I O A 2 1 1' \ \V. f �. / r G: / E �{V L P f�lS .� � { A \ \ v. •` i \ { Y \ , h . 1 \ \ \ 7 X \ \T \ / \ h c \ \ / \ r ti G �l i , \ I I \ 3 HF \ \ \ 3\ 0. UM P \ T Aff SEE :CIVIL LANS FOR / \ 5H P N>S IES': OU S O.GC Gft. r L P VE L. c / 4 \ Y \ I \ \ �` \ V 2<Ni \ , 4S F \ H c / , \ :\ H / / \ �VAW AW \ / \ \ \ \ \ \ � Z \ \ 3:\C V,. % �o , , / \: J O • O _. ✓ ' O �.� ' \ DRIVEWAY , 8 BGM ec - V • / , / ,• `' / � �XISTING TREE TO REMAIN -. 4 FGG � . , , .� 6 BGM PLANTING KEY THE �I EX. HVAC WITH ' / SCREEN FENCE \ STREAM SETBACK LINE + PROPOSED DECIDUOUS TREES At' IJ I �Ij SECRET GARDEN K � EXISTING BRICK PATIO Rock EXISTING KOI POND Rock Wall, 0 EXISTING EVERGREEN TREE / SHRUB J \�� PROPOSED HERBACEOUS PLUG BEDS 0 PROPOSED LAWN ' ( - ` PROPOSED NATIVE PIEDMONT ` ��- �� �`� PLANT MEADOWS •� C PRQP/USED KO,I)P,O N D BY/OTHERS 0 O 0 PROPOSED PLANTING BEDS PROPOSED ELLIPSE BED PROPOSED KOI POND BEDS 0 4 8 16 0 0 MOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.Wootley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT Z Lu, W � Q :E /i''� m J Q V L_ 0 I- Z 1 0 U PLANTING PLAN Job Number: 22010 �,,p,LTH 0 � U DAVID T. ANHOLD r` Lic. No. 00311 ti JUNE 21, 20221�w� scAP E ARCS Date: April 8, 2022 Revision: 6/2 I /22 Scale: 1 /8" = 1'-0" Sheet No.: L101 901U- 13 of 20 /t/y /?, UA rN / E G SPECIMEN TULIP RO %� �` POPLAR T-IN-- 4 2S, / PROPOSED NATIVE GRAS AND WILDFLOWER DOWS- -- - -� EXISTIN ,CRAPE MI / - - - - - =250 YRTLE TO` 80) , REMAIN — - - - — - \/�y 25,5 ' \J 1 'YOA Ent ed , ` f C / EXISTING .GRAPE'-- - r -TO- MYRTLE TO _ \`� _ M - / RE A I N - - 1F / —EXISTING% U' L I r DOGVVQOE TO - - - - - - - - - / - - - - - - - - -- - �\ y - -- `-- - - -�'- - -- -REMAIN -EXISTING - „ _ - , q l / I DOGWOOD.: / - i TO REMAIN _ t_ - - / / c ` r / // / / i•{"''�r.,i-f ' J �-/-r� � �,-/� '\.--,-1'� �.-1� 1,..,� �,..-f1-�,_� -v.Y-r-vri-r .,-,-.� i' � Ar�, I /•� \ �i 1 ALL EXISTING TREES IN THIS \�� � s % 1 1) �; _ i AREA TO REMAIN. ,' /' -- a _ �C/_�^�1 X �(�1 y y S y 7! y t i > y �y\ r <C /y�Z- r � v ---r-.- i- L 11 rA O I 1 r: 'I J _ — L `} ( U ,\ T r I T r. l n — n. 'V \ / 1 x _ / t \ t / t / r - , `h. / \ \ 'I \ r t \ 4' \ , i y f \ \ 1 \ i \ \ \ I 1 \ l / c \ _ f \ l - :'r F2 AR z, \ r- , x - — I I'. / >I PL NS - E ,I A / 1 T „\ \ I \ \ 1 1- ` - 1 I 1. ) \ 1 Z \ \ / \ \ 1 t �1 i i \ \ \ �z \ i \ } \ i \ \ v\ \ \ \ \ v \ \ \ I \ 7� 1 \ \ . n \ \ r \ \ \: / \ �E US D ERACO - PSE , R O H ; OUS SED SHE BAC -- PRO ,O R 1'lr\ r 1 \ n \ A� \`' t` / G ARE \ / PLAN \. \ T I A S \ .; I <C Y. P, V - \ , / E 0 V \ L v , < IT , , l , I0 V � 3 G ' ` ,' ' ,, �' -, ,-,_,; 3 I � \ : •; I C HV / r ARD ' f , ri s � � / / \ / 1 EXISTING REE REMAIN'.\ rf +�iv TO : HBW / - �20.CAt ` I DM, N "TTAGE 'DS TAVEKIN/T''E CO' / / / Y r V / EXISTING BRICK PATIO EXISTING HEMLOCK SCREEN TO REMAIN 18" AMP -- I.J 15 CA, 5 DM, AND 10 3 PM SC, MIXED, PLANTED 6 - 18" O.C. IN SPECIES F GROUPS OF 5 -10 125 DM AND 125 CA, PLANTED 7. IN SPECIES GROUPS OF 5-I9, 1 EACH PLANT 6-12' OC \� A H PLA ` r D 4HB" 34 A — �- R - EXISTING KOI POND LAWN AREA Roak Wall i 68 ANC, PLANTED 12" OC I PBD 3 PMA MP, .PL' i \ i PKOvP/OSED KOI'P\OND BY/OTHERS i \24 AL i 12" O + LAW I`4_ AR`E4 + + + } O + +I+PA+ + + + o + + + + T + + + 6 VAC / 6.. _BG M \1r- \y , f 2 PJV + �1 (� - - _ (r '- /\ \C / ALONG WALL. ALL GRAVEL PATHS ARE OPTIONAL. Owl S4_E6f\&T'gARbEN PLANTEDN12" -,FLbV\/ER LAWN AREA,�� StEDEb WITH TARP GRASS Ar\b PLA'NTED� i-WITI-kRXNDdf`1L IXtE13�Lkk GS,/CVO CADS, AND MA 55 ARID �\ I-OTCA, 23 DM, AND 50 SC, MIXED, PLANTED 6 - 18" O.C. IN SPECIES GROUPS OF 5 -10 Rock Wall 2 PBD 2 PMA100 PLANTED o2A OC PLANTED 12" OC 0 i 7 ti J o 0 PLANTING KEY + PROPOSED DECIDUOUS TREES 00 PROPOSED EVERGREEN TREE / SHRUB o EXISTING DECIDUOUS TREE ° EXISTING EVERGREEN TREE / SHRUB 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 Wn 1� Z > J w Q > �i Q W n J Q U1W Q) LL 0 T • O Z • 1 0 U PLANTING PLAN OPTIONAL Job Number: 22010 NLTH 6F L r� U DAVID T. ANHOLD 9 Lie. No. 00311 June 21, 2022 ­4 �`�AP E AR�1 Date: April 8, 2022 PROPOSED HERBACEOUS PLUG BEDS Revision: 6/2 I /22 PROPOSED LAWN PROPOSED NATIVE PIEDMONT C-D= PLANT MEADOWS PROPOSED PLANTING BEDS PROPOSED ELLIPSE BED Scale: 1 /8" = 1 '-0" PROPOSED KOI POND BEDS Sheet No.: LOG (LAG O oAG L 102 \ I, %)) \ z � 14of20 3/16" X 6" STEEL, COMMERCIAL EDGING FROM COL -MET OR APPROVED EQUAL. BRICK PAVERS WITH SAND SWEPT JOINTS. TRYON HAND BRICK PAVERS WITH SAND SWEPT JOINTS. BLACK POWDER COAT FINISH. FLUSH MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL SELECTION TRYON HAND MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL BRICK PAVERS WITH SAND SWEPT WITH TOP OF #10 STONE DUST BY OWNER & ARCHITECT. SELECTION BY OWNER & ARCHITECT. JOINTS. SEE DTL. 1" #10 STONE DUST FINISHED GRADE 1" SAND SETTING BED 1" SAND SETTING BED 1" EXPANSION MATERIAL WITH CAULK 01 VARIES, SEE PLANS VARIES. SEE PLANS 5" CONC. BASE WITH 6X6 W1.4/1.4 WWM SURE -LOCK 3" THICK COMMERCIAL ALUMINUM �/ 16 VDOT CG-3 CONCRETE CURB, SEE CIVIL FOR _i ; EDGING. A3622M OR APPROVED EQUAL. EXACT LOCATIONS �s� SECURE WITH SURE -LOCK- THICK COMMERCIAL ALUMINUM EDGINCD G. $" X10" SPIRAL STEEL SPIKES @ 12 O.C. VEHICULAR ASPHALT PARKING FASTEN TO CONCRETE @ 12" O.C. 7" AREA PAVEMENT SECTION. SEE CIVIL DTLS.-I r Iv 2 FIN. GRADE ° 4' VDO100%CAGGREGATECOMPACTION. -- - - ��/,/, AT 100%COMPACTION. y _ LANDSCAPE FABRIC, i— ?d) Ira ,6'��;��+ _:4 .i IIi= Iii=!II-III- {Ii- CONTINUOUS BELOW STONE - _ — — - -'�—I I I— I — ! 1= I 1=1 I ,—_ 1= ! 1=I ! I- � 11= —I I = 1=1 ! . I j - I , !-! � L_:: L-I I �_� I :__I : �-, € I ,_-I I -I : � �- -! , _ �_ ,. - � - �-_ �- ­-;� : -_1 � -_� -� � :--_ � �, . �,- - _�� •C>7�'�_i!'1��, �, C7, ,.�. _ ��.�, _).�tj��(J'���>C>, y - - � I I � --- i -- —I — — ° co �-��--' ,_, �;='� �.-�._ -��_- _ �>�- % � i- ,i ,-i- ,; - . i '-- -- I -' � = I=' ' !-� - -� - €'- ; I -� I !_ € �-I -� I= - - '= !--€ I --I I=! i =! :-I I !- € -! I i-=I I !=1. ! ;- I 1=1 I'I-! I i-I = 100% COMPACTED SUBGRADE ;�, -� :� ��, �cl �<_ �: ; �� �! : I--! I i-! ! -I � -I I --I I ! I --I ! i-! I L-I � !-_L1 �-,-�-� I-t_II I I-, _ � , ,_-� --I . I I I .. I � I--� � , _ - = - _-: � : _ � I _ �_ «_1 % i 16" X 10-GAUGE STEEL TESTED D &APPROVED BY OWNERS 1iii --� STAKE FROM COL -MET . -=1!! li ; II=1!=i1i!I _I=11 GEOTECHNICAL ENGINEER BLACK POWDER COAT 4VDOT 21A AGGREGATE 1=Ii-t—I=iii--ii- FINISH AT 100% VDOT 21A AGGREGATE, COMPACTED AT 100% UNDISTURBED SUBGRADE OR COMPACTED FILL TO UNDISTURBED SUBGRADE OR COMPACTED FILL TO NOTES: UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN 100% PROCTOR DENSITY MIN 1. STEEL EDGING SHALL BE INSTALLED ALONG THE EDGE OF ALL GRAVEL WALKS AND 100% PROCTOR DENSITY MIN SEATING AREAS THAT ARE NOT CONTAINED BY AN ADJACENT PAVEMENT OR BY ANOTHER HARD EDGE. NOTE: SEE PLANS FOR PATTERNS AND LAYOUT INFORMATION. NOTE: SEE PLANS FOR PATTERNS AND LAYOUT INFORMATION. 2. LANDSCAPE FABRIC SHALL BE PERMEABLE, SPUN BONDED, TYPAR LANDSCAPE FABRIC OR APPROVED EQUAL. BRICK PAVERS - VEHICULAR 02 BRICK PAVERS - SAND SET L500 1-03 BRoICK PAVERS WITH CG-3 CONCRETE CURB 04 STONE DUST WITH STEEL EDGING L500 1-1/2 -1 0 I 1 "=V-0" L500 1 "=1'-0" VEHICULAR BRICK PVMT. SEE DTL $" EXPANSION MATERIAL WITH CAULK VDOT CG-3 IN BACKGROUND FOR CLARITY FLUSH CONCRETE CURB --- VEHICULAR ASPHALT PARKING AREA 7"'- PAVEMENT SECTION. SEE CIVIL DTLS. :: d =o a 1 G UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR ELEVATIONS. FLUSH CONCRETE CURB 1 "= 1'-0" EXISTING TREE CANOPY EXHIBIT NTS 4X4 POST. SEE PLANS FOR LOCATIONS. 1 X 4 FRAME — 1 X 4 FRAME O WOOD LATTICE AS SHOWN. —IC' 1 X 4 FRAME -N NOTES: SET POSTS IN 8" 1 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 FACE OF PROPOSED KOI 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. ACO RECOMMENDATION IS TO FIX OR BOND CO PAVER TO BRICKSLOT �LE: 8' EE NOTE 4 TYP. i SLOPE TO SLOPE TO DRN. DRN. BRICK PAVERS SAND SET. SEE BRICK DETAIL. SEE PLANS FOR BRICK PATTERNS i j AND LAYOUT. QA a a 4' a a 4 C d . as Al yd Q ' Q Q Q 4' 110 CONC. ENCASEMENT AND INFILL. 4' 1100mml 4' 1100Mrn] NOTESi 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE 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' Boll 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 L500 NTS 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 FROSTPROOF YES DILUTE AC I D 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 WILL 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 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 K100 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 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT iz i • �11 Uj W � > :E Uj 01, Q 1..1.E 0 �c I O Z • 0 � U SITE DETAILS Job Number: 22010 � �NLTH OF O U DAVID T. ANHOLD r" Lie. No. 00311 June 21, 2022 1�w� sCAP E AR Date: April 8, 2022 Revision: 6/21 /22 Scale: As Noted Sheet No.: copyright © 2022 by Woolley Engineering L500 9�i5��L 15 of 20 DS TAVERN SEEDING SCHEDULE ERNST CONSERVATION SEEDS 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 HOL[ VERTICALLY. LOOP EACH TIE AROUN[ TREE LOOSELY TO PROVIDE 1" SLACI' FOR TRUNK GROWTH 3" DOUBLE SHREDDED HARDWOOE 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 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% County of Albemarle Conservation Plan Checklist --To be:placed on Landscape Plans (Handbook, pp 111-284-11 -297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No: grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: R1 Tree preservation and protection measures shall be reviewed with the contractor on site. 4, Equipment Operation and Storage: R1 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplinesof trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: R1 Such devices shall not adversely affect trees to be saved. 6. Fires: R1 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. 'protective'Fencing: ® `frees to be retained within 40 feetof 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: R1 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: ® 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 T_u_nne_ling W en trenching is required ired within the_ limits f elearJn , it shall be done as far away from the trunks of t e s as possi ble. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: f� Protective fencing shall be the last items removed during the final cleanup. 13. Damaeed Trees: R1 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. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of`1 iET TOP OF ROOT CROWN 2" ABOVE 1DJACENT GRADE ;RAPE SOIL SURFACE TO PROVIDE 'DIAMETER WATERING RING INISH GRADE REE PIT DEPTH=ROOTBALL DEPTH IEASURE BEFORE DIGGING TO VOID OVEREXCAVATION (RIVE STAKES AT ROOTBALL EDGE " TO V-0" INTO UNDISTURBED SOIL IELOW ROOTBALL DS TAVERN PLANT SCHEDULE - COUNTY REQUIRED & SCREENING PLANTING (SEE SHT. L101) QTY I SYM BOTANICAL NAME COMMONNAME SIZE ROOT SPACING NOTES CANOPY EACH CANOPYTOTAL CANOPY TREES 2 NS NYSSA SYLVATICA BLACK GUM 31/2" CAL. B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 181 362 1 CA QUERCUS ALBA WHITE OAK 21/2" CAL. B&B JAS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 423 423 2 QI IQUERCUS IMBRICARIA SHINGLE OAK 21/2" CAL. B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 137 1 274 1 OR QUERCUS RUBRA NORTHERN RED OAK 21/2" CAL. B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 424 1 424 3 QR3 QUERCUS RUBRA (STREET TREE) NORTHERN RED OAK 31/2" CAL. B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 541 1 1623 3106 UNDERSTORYTREES 1 CAR CARPINUS CAROUNIANA AMERICAN HORNBEAM 11/2" CAL. B&B AS SHOWN WELL FORMED, SINGLE LEADER 129 129 3 CHV CHIONANTHUSVIRGINICUS FRINGETREE 6' HT B&B JAS SHOWN MATCHED SINGLE LEADER 125 375 22 1V JUNIPERUS VIRGINIANA "BURKII" BURK EASTERN RED CEDAR 8' HGT B&B AS SHOWN MATCHED, FULL, WELL FORMED 16 352 856 SHRUBS 14 BGM BUXUSX'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 2.5'- 3.0' HGT. B&B AS SHOWN FULL, WELL FORMED 31 BS BUXUSSEMPERVIRENS AMERICAN BOXWOOD 4.0'-4.5'HGT. B&B AS SHOWN FULL, WELL FORMED 4 FGG FOTHERGILLAGARDENII DWARF WITCH ALDER 7gal. CONT. AS SHOWN MATCHED GRASSES & FORBS 500 CA CAREX ALBICANS WHITE -TINGED SEDGE PLUG CONT PLANTED MIXED WITH CLAND DM, IN CLUMPS OF 5 TO 10 350 CL CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS PLUG CONT PLANTED MIXED WITH CA AND DM, IN CLUMPS OF 5TO 10 350 DM DRYOPTERIS MARGINALIS MARGINAL WOOD FERN PLUG CONT PLANTED MIXED WITH CLAND CA, IN CLUMPS OF 5 TO 10 36 HF HEMORACALLIS 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 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 ROOTSTOCK 87 87 1253 SHRUBS - 28 BGM BUXUS X'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 5 gal. CONT. T-0" O.C. FULL WELL FORMED 31 IV ITEAVIRGINICA'SPRITCH' LITTLE HENRY ITEA 5gal. CONT. AS SHOWN FULLWELLFORMED 8 VAC VACCINIUM ASHEI X CORYMBOSUM SUNSHINE BLUE DWARF BLUEBERRY 5 gal. CONT. AS SHOWN KITCHEN GARDEN 24 ALL ALLUM SPAEROCEPHALON DRUMSTICK ALLIUM 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 PYCANTHEMUM MUTICUM CLUSTERED MOUNTAIN MINT QUART CONT. 10 RO ROSMARINUS OFFICINALIS ROSEMARY 1 GAL CONT. AS SHOWN HERBACEOUS BEDS 225 ARD ASTER DIVARICATUS WHITE WOOD ASTER 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 SANGUINARIA CANADENSIS BLOODROOT PLUG/BAREROOT CONT. 6" O.C. ELLIPSE & KOI POND 323 ANC ANEMONE CANADENSIS CANADA ANEMONE PLUG CONT. JAROUND PEONIES, 12" O.C. 125 CA CAREX ALBICANS WHITE -TINGED SEDGE PLUG CONT. AROUND PEONIES, 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 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'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 100 CS COLCHICUM SP. AUTUMN CROCUS SPECIES BULB 50 CV CROCUS VERNUS VERNALCROCUS BULB 150 CDS CHIONODOXA SARDENSIS GLORY OF THE SNOW BULB 50 MA MUSCARI ARMENIACUM GRAPE HYACINTH BULB 2 PLANT SCHEDULES L501 NTS FINSH GRADE PLANT ROOTS TC BE STRAIGHT F UNDAMAGED Bl INSTALLATIO(` MINIMUM BURIAL, 5" INTO SOIL PLAN VIEW SECTION VIEW 3 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 3 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 ) ELIMINATE R POCKETS IN )IL ,r w 4 1 SET TOP OF ROOT CROWN 211 ABOVE ADJACENT GRADE a f SHAPE SOIL SURFACE TO PROVIDE 3' =' DIAMETER WATERING RING r J FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION I - Id I M i I- -I IL-11I--11I-Ill III -=_ICI I�=-I;i III Ili --III-III I'III�IL��IIIII III 2 ROOTBALL DIAMETER MINIMUM PARTIALLY SHADED PERCENTAGE/I • ROADSIDE MIX -ERNMX-140 BOTANICALNAME COMMON NAME • ECOTYPE • PRICE/LB - 49.70% Schizachyrium scoparium Little Bluestem Fort Indiantown Gap -PA Ecotype $16.22 16.80 % Elymus virginicus 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% Pycnanthemum tenuifolium Narrowleaf Mountainmint $168.00 1.00% Penstemon digitalis Tall White Beardtongue PA Ecotype $168.00 0.90% Tradescantia ohiensis Ohio Spiderwort PA Ecotype $192.00 0.60 % Liatris spicata Marsh Blazing Star PA Ecotype $252.00 0.50% Baptisia australis 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 macrophyllus 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 % Oenothera fruticosa var. 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 % Solidago juncea Early Goldenrod PA Ecotype $336.00 0.10 % Solidago nemoralis Gray Goldenrod PA Ecotype $264.00 0.10% Solidago odora Licorice Scented Goldenrod PA Ecotype $384.00 100.00% MIX PRICE/LB $37.4Q Seeding Rate: 20lbs/acre with 30lbs/acre of a covercrop. For a cover crop use either grain oats (1Jan to 31 Jul) orgrain rye (1Augto 31 Dec). VA Northern PERCENTAGE/1 • 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% Pycnanthemum tenuifolium Narrowleaf Mountainmint $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 % Oenothera fruticosa var. fruticosa Sundrops $360.00 0.10 % Solidago bicolor White Goldenrod PA Ecotype $240.00 100,00% MIX PRICE/LB $35.26, Seeding Rate: Seed at 20 Ibs/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 (10 Ibs/acre; 1 May to 31 Aug), or Grain Rye (30 Ibs/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% 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% Helenium flexuosum Purplehead Sneezeweed 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% Solidago rugosa Wrinkleleaf Goldenrod PA Ecotype $264.00 0.40% Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30 % Eupatorium fistulosum Joe Pye Weed PA Ecotype $273.60 100.00% MIX PRICE/LB $29.93, 20 lb per acre Riparian Sites MEADOW SEEDING SCHEDULE NTS 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 MI RAI 11 nI I Anr MOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville- Virginia 22902 (434) 973.0045 www.Woo ey-Eng.com. Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT f� W z77 J �Ln1 � W LUJ LL L•.. Z 0 U DETAILS PLANTING Job Number: 22010 ,NLTH 0 o L� U DAVID T. ANHOLD 9 Lic. No. 00311 00 June 21, 2022 �`rCAP E A1Z�1 Date: April 8, 2022 Revision: 6/21 /22 Scale: N Q Sheet No.: CONSERVATION PLAN CHECKLIST & CANOPY CALL. NTS 5 SHRUB PLANTING DETAIL L501 1/2" = 1'-0" XREF HERBACEOUS PLANTING DETAIL L501 1/2" = V-0" XREF L501 16 of 20 The Classic LED Post Top Lantern blends traditional design with modern 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. 36tiy___- i6 Project Name: CLASSIC MINI Type: NO LENS Classic Mini : • "Type 2 16 350 3000K 120 277 IIBRZ Bronze ( ) Post Top Over 2 3/8 OD Marine Grade finish (MGP} CLA-M) (T2) 16L (35) (30Kj (UNV) (T2R) PhotoaelE Type 3 530 4000K White (WHT) Post Top ( pc Ur esal'7clrage I �77 (T3) (53) (40K) silver Over3 OD T3R Phot el! + Rom- tacle (SVR) PGR Type 4 700 5000K Arm Mount : Recepta Ca S ortening (T4) (7j (50K) Hun HGNter reen ( ) : (AM) ( ) T pe 5 Y 1050 Black -'Fou•esvirh -rati�e.Vm r s GeLt. s �C I!_MA 7 ?i 82ce tacle t short Ing p (T5) (1) (BILK) Pendant Mount at } Graphite (Ccrnesvvith 112'Ccupling) 1' pM1 Surge rotect r (10K) (GPH) 2' PM2 t Mouse fide Shie HSS ( ) 3' PM3 Op e Side hens SL) Grey RY) (G 4' PM4 CIF r Side LP ns t ( ) 5 PM5 r r P Le �r st_d Side __ns L ( ) Custom erminal Block (TB - (CS) Topless entry (TE) NOTE: 10' MOUNTING HEIGHT AND OPEN SIDES ON FIXTURE 152 SITE LIGHTING CUTSHEET - FIXTURE "A" N.T.S. . _-%, v ,-: . +` SIVE VtEW Ys11H NIER_&: N$ fop VteNwITH,gm�� ITE LIGHTING CUTSHEET - FIXTURE "B" N.T.S. FFATURE5 -Solid Copper Trap =Scslid Capper Stern -Machined Brag Fittings Porreiain Socket with 4 fL Le id FINISHES: -Natural Copp Antic'�e NOTE: -Dark Arta! ue � LIGHT FIXTURE COLOR -elack TEMPERATURE SHALL BE 3000K -Verde -Rust LAMPS: -12 volt; 10 of 20'Wdtt BI-Pin -LEO Rl-Pln's -20 Watt Maximum LENS: _37,4mm, x 2,�rnm n 32 Z5!n ,Q5TEP TEMPPEAEQ 4?W x-S iAN DARD 37.4mrr x 2.8mm x 3,0625in CLEAR TEMPERED GLAS5 MOUNtINO -Black A85 Ground Stake 8 1(2° tong with Female 1/2' NPT (STANDARD) •Bxa5s Threided (Fernale fix" INPT1 or Nonjhre-)ded Grounds Suite `I -1/2" Long -I:rass -Threaded (Female A' NPT) ar Non -Threaded Flush Mount (Cleep or Shallow Hop:%in l -Copper Stem Risers-1' Diameter (Ferrule Y,-» NPT),Qr X' Diameter Veniale Yj!" NPT) -,Available in CtrAom Kelghts ACCESSORIES, -1e5ft. &ft.16/2 Leads Avat-lable WK14YN IN NAiaAAL �',GPPER 4� "'-" �r C-O 4 n PATH Last iT3 clht.w2o , 40 �4k`4 rrr r t at t f 3d.:.as.z'2 3,:a.k.-d�'1"p'gxx'x (i3n 15 uS.F..ff v 1'.i. ^.X.-,aY/i _ fib_ 3907309.120/11463623.028 I 0.o , \ ` '\ .o O.o a.0 0.0 P0l__o.o _OV .0 -0.0 _O.o _ .0 `\`\ .% j/r� f, 0,0 0.0 0.0 0.O 0.0 0.0 0.0 0 ` )I-/-- `\ �.0 0.0 O.0 0.0 D.0 0.0 0 0.0 0.0 ,�' \\ d� -0.0 0.0 0.0 -0.0 _ 0.0 _O.0 -0.0 0.0 _ 0.0 0.0 _0.0 __O.0 00 0 `%% o.0 0.0 0.0 0.0 0.0 0.0 o.o o.o a0 0.o o. 0.o 0.o 0.o 0.0 /\Z 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .1 0. 0.1 0.1 a.1 0.0 0.0 0.0 0.0 0.0 .0 `\� �. / +0.1 +0.1 F0.1 F0.1 +0.1 +0.1 +0.1 +0.1 J�O��, PG + .1 +0.1 +0�1 0.1 +0.1 +0.1 .1 +4�1 0.0 0.0 0 S \\\` `G \+_ \\ . /0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0; J�fJ.G� +U.1 +0.1 +0.1 +0.1 +0. 0.1 �0.1 +0.1 +0.1 +0� - +0.1 .0 ` n � `\\\ (i . 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 0.1 0. �Q.1 0.1 0.1 0.1 0 1-, 0.1 0.1 00..t� 0 q, `\ r + + + + + + + + + T PI�LF , T + + + + + + T •`�+ + + + + + F \\ r Q \\\ 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 .a 0.1 0.1 0.1 0.1 0.1 (`��` , L0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 \ /.1+0.1+0.1+0.1+0.1+0.1+0.1+0.1+0.1+.1 -�+0.1+0.1+0.1+0.1+.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+.1+0.1,+0.1+.1 \\ / \t + 1 ' 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 '(1 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 r� St 0.1 0.1 , 1 I``\ / r + + + T + + -� + + + +���+ + + + + T + + T + + + + + + I + + + `T + T 11 \` / x / 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0'.1 0.1 0.1 0.1 10. 0.1 0.1 + -F + + + + + j + + + + + + + + + + + + + + + + + + I I _r l + + % ``\ / 11 0.1 4- _1 . \ !I +0.1 +0.1 +0.1 + t .1 0.1 0.1 0.1 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 0.9 0.1 0.1 0.1 0.1 i ` 1 ' I-J + ° lam + + + + + + + + + + + + + + + + + + + + �+' ri-' + + -� -� ; \`\`\ �/ 1 (-� / 3 0.3 0.3 0.3 0.3 2 0.2 0.2 0.2 �. 0.1 0,1 0.1 0.1 0JP' 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 O. fi\ 0.1 0.1 0.1 1 0.1 0. 0.1 1 c_22_ ` Q . �( 'J �J J / + + + + T� + + + T -�-' + + + .. \ T + + + + + + + + + + + + + + + + '� + + + 1 + + + 1 ``\ V l I , x I \ /� 1\ *1 / 0.5 0.5 0.6 0.7 0.7 0.8 0.7 0.4 OA 0 0 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 , 0.1 0.1 `� 1 0.1 0.\0.1 I `\\ (J ,.. <, / J + + T + + + + T T T T T + T T T + T T + T T T T T + T T T T + + - -i- �(- T + + + T 1 \ A / 3 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 IPA 0. "7rX\0. 0.1 0.1 0. , 0.1 0.1 .1 /.0 I `\`\\ /�/ \ , / , / + + / + + + + + T T + + + T T + + + + + + T T + + + T + T + + + + + T T + + + -I- + +,17 + T L'� I \ (-/ / �. 0.3 0.3 OA 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 �0.1 0,1 0. e0.1 0.1 0 1 0.1 I \ / / G ^- r + + + + + _ �+ + j + + T + + + F + . & r + + + + + + + . + + ; � : -� + + + P + -f + + f \� 1 + + ; `\\ \ / /0 • 0.3 0.3 0.3 0.3 0.4 0.4 �0� ° 5--� 0.7 0.8 1.1 C3 1.7 ` ' 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 0h 0. � 0 1 0.1 1 0.1 0. I \ \ �61 / + + + + F F G j F -F { + + +� F -F + + + F + + + + + + + �o + J�+ + + + I I + + + i\ 1 T I \` /��0.2 Z 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5Y 0V0.7 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 0.1 0.1 0.1 1 1 p1 0.1 0.1 I ` \/ f F -F + + + + + + + F + + + i i I + : r + + + + + + + + + + + ((�� + i + ++ + + +, + ` + + + ��� \ + + \ I `\ �\ �� � �/ D / 0.1 1Q2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 - 0.6 0.8 1.0 .2 1.5 1.9 2 3.1 4 1 4.9 '''4.6 :2 2 0.9 0.8 0.6 0.4 0.3 0.3 0.3 0.4 O.3 . 0.2 0.2 0.2 0.2 0.1 0.1 0.1 .1 0.1 0.1 .1 0.1 0. 0.1 0.1 0` 0.1 � , 0.1 0.1 0.1 `\\ �}�) // �/) +�T- + + + + + + + + j + + + -� 'I'.: T -F + T + T T + + + + + + + + + + + + + + + + + + + +I + + + + + + T - - '�T + T + \\ `-- �/ / `. / 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.5 1.9 2.4 3 1 ', 4.0 ,8 4.7 3.9 2. 2.3 1 8 1,6 1,2 0.8 0.6 0.6 0.6 0.7 0.9 0.9 0.7 0.3 0.2 0.2 0.2 0.2 0.1 .1 0.1 0.1 1 O.i+, 0.1 ,0.1 0. 0.1 .1 .1 - `.` + + + + + + + + + j + + + T + 4-+ r + T + + + + + T T + + + + + + + + + + + + + + + + + + + + T + + + ( A ` C L7(� \\ 0.1 0. 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.9 .0 1.2 1 5 1. 2.3 2.9 3.5 3.9 . 3,9 3:5 /3.1 2.7 2.4 1 ��219 1.4 0.9 0.8 1.1 1.5 2.0 1.8 1.4 0.6 0.3 0.2 0.2 0.2 ! . //�� 0.1 0.1 1 0 0.1 0.1 1 0 1 0.1 0.1 0. �f �c �\ /� - + + + + + + + + -F /F + + + + + _r +' + F , + + T ,+ + '+ + T ++ + + + + ++ + + + + + + T { + + r + - ! + + -L + + d , 1 �'(� \ lf/ �. 1 - - `. ` Q y1 'I 0 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.4 - 0.4 0.5 0.5 0.6 ' 9 1.0 1,2 . 1,4 .7 - 2.1 2.6 .3 0 3.2 ` 3.2 3.:0 .2.7' 2.5 2.3 2.0 2.0 2.2 ,1 2.0 5 1.2 1.4 2.3 2.8 1.1 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0. 0.1 0.1 0. 0. 0.1 0.1 1 0.1 ` � 0.1 1t `\ fir\" \ T + T T + + + + + + + -I- r + + - T + + + +: + - "! . + T + -I- _r - //,. {'., + I' + . ' + + + + r T + + + ^r T T + + + + T + T I� + - \ w 2 2 0 0. 0.1 0.1 ,1 0. 0.1 : 2. 3.6 1.2 0.8 0.5 0.3 0. 0.2 0. .1 1 -iU 2 2 S .2 2:4 2.Z Z9 7 � 8 9 1: 2 4 1 1 2:2 , 25 ,2.6; .2.6 4 2. 2.1 1.8 1. 0 10 1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0. 0 0 1 1 6 9 _ _ � : _ ` 1 ,,Cf + T + �1 0. .1 0.1 .1 0. - - \ 7 O.l'H 0. 0.2 0.2 0.1 - 2:' .9 .'.'3. 3,9 ' 4.6 ' 5.0 ' ' 3.6 1.9 1.1 0.8 0. .4 -� 1 0.1 0.1 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 22, "2.2 2.1 2.0 1,9 1:8 1.7 1.7 .0 4 2 T - + + + + + T + -F -� + + + T '1 ':'••'i" +. ;1 - ,+ +. 'I- .. + -',1". + -.:.. T ''I. +'.'.. -1 -. + - +, :+ T T- ..�. + ,. ' ,..: .. %% I .1 % \ 54. 6 6 .3 4:4 2.7 -. 8 1.0 0. 0 0 0. 2 .2 02 0' 0.2 0.1 .1 0.1 0.1 0.1 0.1 C., 9 1 9 " 1.9 18 1.$ ` 1.7 1.7 1.7 1.7 :1,9 23 2.8 '' .4 43 6 0.1 0.1 , 0.1 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 1:1:5 ' 1.6 1.8 1 _ + + + + T + + + T T + + + T T + , +.. T '+ + '+ -+ +' + - '{" +. + + . _. + + + ' + T ' + ' + /3.3 + + ::+ + + - + + ,:. -4 + + ' + + + -1" + + + + ++ + + -I- r. ��� `\ . . . `\ 1.` r \ r -.2 .1 .1 0.1 0.1 0.1 0. \ 2. 7 2 5.1 5.9 5.6 4:6 5_ 2. 2:0 1.5 0.63 0 10 0. 0.1 0.1 0.1 0.2 0.2 0.4 0.4 0.4 0.4 .5 -0.60.7: 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 9. 1.9 2 2.4 7 100 0.0 0. 0.0 0.0 0.1 0.1 .1 1 1 r . / - - -- + + + + + + + T + + T T + + +. .+ .T.. '}"_ _ + '.: .T _- + T T' T. + ::^i- +:.. _F + T:.. T._ ;-..T 'I- -+ +:'+ + T'.- _.. "}". +' + 'I"" +..'+-- .T -F + + + + - + _ + + + + - - \ 1, 2: 2 1.0 0. 0.2 2 0.2 0.1 0.1 0. 0.1 0.1 1 7 .7. 1 7 1.9 2.1 .5 3.0 3:7 4:4 4.8 4.6 3.9 3. Kf.O 0.0 0.0 0.0 0.( 0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.4 0.4 V. 0:5 0.6 0:7 0.8 0:9 1:1 ,:1:2 1.4 , 1.5 1.7 `1.8 19 ; 1:8 1.8 1.8. , 1:7 1.7 1 L �Q _ __ _ _ + + T //�� T + + + T T T T T - "+ + 'T :+ T +... + T T : -r . .T T - T T T'+ + +. + + + T + i- + .+ "F -(: - '+ + + + + -7 + + + / - - _ r 2 1 0 1 1 - 0 0.I 0.8 0. 0.3 0.2 0.2 0. 0.1 .1 2 2. 3: �6 38 3.6 3 2 .7 1:9 �1.5 1.2 .2 1. 5 0.0 0.0 .0 U.0 0.0 O.O 0. 0 0.0 0. 0.0 0.2 0.2 0.2 0.2 0.5 0.5 0.5 0.6 0,7. 0.8 0.9 .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 17' 1:8 1.9 , 2.0 3 7 , ,1 `Q• P - - + + + + + + + + + + +. + _ 1 F + .{ + + _F + .i 1 + r'' + r + + i T I + + + r 'I + + + + { + + + + + T + \. . I I. , -/�I,I .__ )+. I _I" ��\ I �-F , \. I 7 0 2 0.2 0. h 0 0 0 0 7 2. 3.0 9 2.6 2 1.9 1.3 1 1 1.0 1. 0. 3 1 1. 1.8' 1 8 1.9 2:0 2.2 2.4 0 0 0.6 07 08 1.0 1.2 14 . 9.6 8 2.1 2.3 2:4 2.3 '':2.1 2:0. 9 1.9. 8 2 9 2 0T 0.0 U. 0.0 0.0 0.0 0.0 0.0 U. 0.0 U.0 fl 0. 0 0.2 0.2 0.2 0.6 .5 .6 1 + + + + + . + F FOIe T f 7 0 6 0.4 0. 0.2 0. 0.1 1 0.1 0 0.0 O.a 0, 0.0 r 2.2 2.4 2 2.5 2.5 .2. 2.2 1 9 1.7 4 1.2 1.0 0.9 0. 0. .1r 4 . .1. 2. 2 4 . 2.7 2.8 2.6 ' 2.4 2.2 2.1 2.0 2.0 1,9 1.9 2.0 2:1 .4 0. U. 0. U. 0 0.2 0.2 0.3 0.6 0.6 0.7 0.8 0.9 1.0 1. 1, 7 0 .0 0. 0.0 0.0 OA 0.0 0.0 ( 0.0 O.0 � 0 U 0 0 Q J + + { + + + F F + + i r` + F + + + + + + + i I + i I + I + F.i + + + + + + + + } 1 l: _ r. / _ ': ,. - I .8 0. 0.7 0.6 0.5 0.4 .2 0. 0.1 0. 0.1 0. .1 0.0 U O.0 2 2 1 2 9 2 2 : 2 3 2.3 :` 3 23 2.2 .'2,1 2.0 1 9 .7 :1:5 ,1.3 1.1 .9 of 0 1. 3 4,- 6 1 2 6 3.1 3 9 2.4 2.3 2.2 2. 1 2. 0 .0 0.0 0.0 0.0 0.0 0 .0 0.0 .8 0.8 0.8 0.9 1.0 1 3 2 � o.a 0.0 0.0 0.0 0.0 0.0 0.0 o.o - o 0 0 0 0 1 1 $ .< 1 ' o\ - + + + + T I- .:: 4 -i-•' i, { ; T i + . + +. + + + i + F T + : "i + I I + + + + + + + + + + + / \ ; . \ :2 0.1 .�� '. :1 .1 0.1 .0 0 0.0 .0 0.8 0.7 0.6 0.5 0.4 0 0. 0 O- U- 1 U 1 1 7: 1. .4 1.2 1.0 .9 Qr 0 2 2 2 2. .4 2.2 2:1 .2.0 1.9 .8 1 0.0 0. 0.0 0.0 D.0 0.0 0.0 0.0 0. )00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.9 1.0 41 1 `9;:4 " 15 . , , �?1_$ ',182 1:::- :5 2:8 '.2.22:0 20 2.1 2, ,4 .6 2 5 5 2 , , may- Q1. , \: _ + + O + + + t i i r , :,+ { ` + 'F + F + + '}. + + i + + + + . + + 1 .. + + 1 r: + -I- T + + I I + + + T T _ _ -- T }T I- + 'ti ° _ \ : �h f 6 4 3 0.2 2 0 A.1 0 '0 .1 -0 0.1 0.1 .1 .0 O.O 8 1 1. 1:2 1.0 0. 0.8 0. 6 0. .5 0 0. 0. ,1 1 1. 0 0. 0 0.7 1.1 .0 1.24 .5 6 • ' .6 1.6 5 5 :' 2.2 3:5 $ 3 1:$ 1:Z 1:9 2,4 :2;6 2;6 2,6 2.5 2:5 2,4 2:2 2;0 1.9 1. 1:6 1,6 .5 0 0.0 0.0 0.0 0.0 0.0 U.0 U.0 .0 .0\ 0.0 0.0 U.0 0.0 0.0 D.0 0.0 0.0 0. 0 0 0 \O\ 1__ .r--Tyr- _. _ .. - _.__ - -._- __.___-__ _t r T T T + -' '_ �T ., .�i"_ . -_ .. �T_-'. >♦ ry', _., _ .. „ l ._ F` ,. F . �.. T ..r ..r `F. T -r 'I- T + T .+' +.. T :'F - .'.l-...:.`�(\. + :" + + + + + + + T _r 'F + _.�-. T -+ + + -F _. _. . . �. , r .r , � 1 yr w'1 t ;I- 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 .1 0.1 0.1 0.1 .0 0.0T' t 9 :1 .1 ' 2 2.4 2 2 2.0 1.8 1.7 1.6 1.5 1. :3 1. 0.0 0.0 0.0 0.0 0.0 0.0 0 5)9 0. 0 0-0 0.0 0.0 0.0 C D.0 0.0 0.0 0.0 0.0 0.5 1. 1.0 1.1 1.4 1.5 , 1,7 1;$ , . 7 ,; 1,5 1 5 1,Z__ 2. 3 3 8 s 4 ,t t ,. 1.8 ,2.0 2.2 . 2:6 2. 3 , 3 7 , �cISill) 9 + T + + + T.:, r , %. + . ,+ , ._ T cf y . �7 r: r + + + { 1 j f��rr.l l J.':.. 1� {y'� Y Yj ' !� h. S 0 0.4 0.4 0.3 0.2 0.2 0.1 -'0 1 0.1 .1 0.1 0.1 .1 0. 0.1 0. } ..._. •,_. .. .. �, _ .2 3.0 r. .. . ;t. _ .2.:2:8 '3.3 3:7 3:6 ' 3.1 Z7 .2.3 2,1 1.9 1.8 1.8 '`1.7 1;6 1.5 1.4 1:2 1.0 0.6: 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 D.0 0.0 U.0 0.0 0.0 0ou 0.0 0.0 U.0 0.0 0 .0 0,5 1 1.4 1.2 1.4 _5 .,:1 1,6 , ,1.,6.., .6.1 7 ,.1.9.,, 2. I >1,.2.8 rr,.; r - _ - - \ fLr�r� F.Ji r T + T i +• F + T + V. + + + -F + + + F F + F +� T + + + + + T T + F + F + T + + E + + Jrtr^tf f! �. + F' + \ Frame y� F f f , t ,.1 r( r. 1 r 0 3 '-0 2 2 0. 0.1 0.1 0.1 0.1 0.1 0.1 r 0 7 0.6 1 1 3.9 4 0 ' 3. 2;8 2;5 2:3 2,1 . 2.0 2.0_ .2:Q _ 7 1,5 1:3 1.1 " 0,8 0 6 A.5 0.5 .4 0. 3 0 0 1 0.0 0.0 0.0 O.0.0 0. 0. 0. o U.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0 0. 7 1.5 1.8 1.4 1.7 .,7 , ,1 9 1,9 -r-, 1.7,:-;,.1 6.., 1,5; 1,6 1.8 , , ,4, n.:9 , 4 ,. , r e ...., . -, �,i-..,'rd . CD 1�zr/v ;<f I y 1 r tf t �y 7 1 '.J. ...� ,l h. � . , 7• t l 0 2 1 1 0.1 0.1 0.1 0.1 0.1 r 2 8 1`5 1.0 0.8 0. 0 0.5 0.5 0,4 `0.3., 0:3 0.2 0.2 0. 0.0 0. 0.0 O.0 0.0 0.0 0.0 0.0 (.0 0 0. 1. . 1 :,<, � 1 , ,. J. 2.3:-,..2,5 . 2 2.Q,. 1 7 ;R-1 4;,. 1 0.9 0.7\.6 0.5 0.2 0.4 0.8 1. .6.. .1 ., 9 r � 6 2.9 2.7 2.5 2.5 2.3 2.3 ,2.3 2 3 2 ,1 _,1. 1 2 7 .6 0.0 U.0 0.0 �0.® Q0 0.0 0.0 0 DO 00 00 0 _ ,_ z 1 2 ,4 .,,, �_ ,.,_ .,.{�•.< �. ,.,, � .��� r 1F" .. - _ _ _ - _ __ _ _- -- - - -- -- - - - - _. ,.� - {I. _. �r YF F T F + + F + F + { 1 + i + + + + + + + + \ + + ..:Y+'.1 : 1' r I." I.:-�.,.•,_ T -.::'+ .. T,.. ij ::+,' + T + + -{- + + r NIZ CYj _ ... +'_.;. �•. .i• }' .� + T _ + f..�. + - ' -t , .f.11 , - ., .. � - h . ry. 1 o r rr� , r 1r t , r ) 0. 0.1 0.1 �I• 0.4 `0:3 0:3 0.2.2 01 0. 1 I � � 2 1: .4 1 0.9 �-0.7 0.6`0.5 � :5 4 0 �� .0 0 1 0.2 0.2 0.6 2.0 3. 3. 3 3 2 � � .4` 2.5'`2.5 :25� 2.6. 2s8 �'2.8-r' � .1 .7 1 .1 0 0 0.0 0.0 U U 0.0 0.0 0 0 U.0 0.0 0.0 0.0 0.0 0.0 U.D 0.0 0.0 0.0 0.1 .3 7 12 .�:1� �;"2 7 ;3�2 , 0� 2 5 -'r1 9 1;5.'�_ 1.1 0.9 U �� 3 �,�[�, 'j{may - - - - - - ! . Try, irr9 f r / ;'! ._; sd-?v .+ + + + + + F - . { T + F + + + + + + + \ + -{ _ : T• . T T + + T-.,. + :.: -I- +,._ 'F' ... + + - + + T + T T r i FY> ^i -_ jF'.f_.•+(/,. J 7 �: 1 ."' Ij + . + + : -F' + 'I- - .. C9 - , 'F r h r.,.l , 4 .4 .3 `0. 2 0.2 0:2' 0.1 .1 0. r` - r< _ 2 .' _1,0 .8 0.7 0 6 0.5 0 0 0 3 0 2 : '^1: 1.2 0.9 0. 0 0 0.2 0.3 1.0 1 2. 2;4 2;8. 3.4..- 3.4 .3.0' 2.4 1:9 15 `. 1. 0 0 0.0 0.0 0: 0 .1 0.4 1 5% 1.8 1.7 1.7 2.5 3:4 0.0 0. 0 O.O 0.0 0. 0.0 0.0 0.0 0 0 U 0 0 1-..�: L � : - 7 ',. A ,�T, ;, ;7 _ J,. - - - _ _ _ _ - - ,-1, 77". . j + T - - + + + T + + Yuh zlf�J Yffy../#Y1, j + r { + F + + + + I F + F r r F F + + + + /� v g:, - , 'i: \ rat •S�J :: Ti< t 3 2. 7.2 ` 1. 1.0 0. �i� . h'r 3:4 .8 3.3 :',2.6 2:1 1.6 1.3 1.1 U.9 0,7 0. 0.4 : 0.4 0:3 0.3 0.2 0.2 0.2•' 1 0.1 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. 0.1 .3 0 8 1 6, 2 2.3/`?.4 3.5 3.8 3.2 3. 2 6 2 0 :_ 1. 0. 0 0 0. 0 0. /t.�,z{I� 1 ,zl -i-.. - + -r` + T T + + +r{'�' -/�i7 1r-1/ T "F ''-I- + - + +- + T + T -+ + + T + `/ \ �ZG r/ 1� � %,I , `; r f, /, : .. 1 6 0.5 0.4 TO:3 .3 ' 0.3 " 0.2 '0.2 .2 0.2 0.1 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. 0.1 0. 0.2 0 4 ,6 5 3.2 4 3.6 2.7 2.2 2 r.; ,1,,8 .4 1.1 0. 0 0 0 0: 1 0.1 0.3 0.5 0.5 0.6 0.7 1.0 F 2,1i „ r •z 4 R.3 2.0 1.7 . 1.4 1.1 `a,9 0. _. - - _ _ + F + + r T1 + Q + + + r - '.y + - + -F + + + + + + ,Y rah . ` r_ c -1 + + T . F + I + { + + + F + 0 r . :,' /. \ ( t_ f ; fir . {l > 2 0. 0 0 0 0.1 0.1 0.2 0.4 0.8 1.4 9.. 4 .8 r _ 1:7 1.3 1.1 8 O.Z 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0 Z 0,2 „ 0, 0.0 0,0 0.0 0.0 U.0 0.0 U.0 O.0 0 U 0.0 U.0 .0 0.0 0.1 :, ;_:<,.1 4 3�,-, 7 , 2.4 2.7 , 1 ,>f .t _�,. 1.5 1. 0. 0. 0 0 0 �? r r �,Q�z , �` F + + r ,. . r { +; n -I x { i; z � t + + \ + T F + F \ Frf a s /k < + F -F + + r F F + 0r/C .. �. ., , .: > ::.. , . ,. . ' 7rJ;. �fi,�r \ >, . F r�F7�r � ..- ���iz " T=.I t ' I � z�'r�i f' ; FyI ,, g� r z' z h :, ? C r ,.<fF a z1< , ,9 0.7 0.6 0.5 0.5 0.3 -.0.3 ` .3 '' 0. 0,2 0.2,; D 0.0 0.0 O.D U O.0 0.(ldp 0.0 U.0 0.0 U.0 0.0 O.CJ� OA 0.0.. •o. ...7 0.0 0.1 0.3 0.6 .7 I :5 .'2 0 3.. , j Z . 8 0. 0. 0 U 0. 0. 0 U 0. 0.1 3,, 1. l 1't r�� 1 jll,.,a - r _. ;.� gg - p r ,• . F r + r i, z 11 + + F + h 1 1 :' i r 0.0 0.0 0.0 00'.0,0'.0,0 0.1" .0 0.3 �, .9,-J,/_,°2. 0. 0 0 0 0 U. 0. ( 0:5 Q 1.7 . 1 1.0 47 ,F. 1.1 0.9 0.7 0.6 0. 0.4 0. 03 0,2 O,2 --O 0 0.0 0.0 0.0 0 0.0 0.0 . 0.0 0.0 0.0 U 0 U L �r r _ i� _ 0.O a 0.0 _ 0.0 or ,, _ \ I r< �, 4�� Q>'Iz' B } r \ 2 4 0.5 /. .8` 0 ' 0 0 0. 0. 0 <,' .3 1.1 4..' .2 0.5 0.2 0.5 0.5 0.9 1. C 1r6_ .0 0.8 .7 0.6 0.5 0. 3 3 .3 0.2 2 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 8 P.lv1 0.0 U.0 0.0 0.0 0 > %0 0 0,0 0.0 0. 0, 0. 0. 1 f - ,. -- __ - . - _- _. --- \� T _- _. __. ,:' -. + L. = -I-. • ,':+ `T` T-7; +rye. _ _ R\ .: C,i: -t-' ��/:_Y + + + + + +1 tF�FE� + + T + + + F o a, �' 11 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 0.1 0.1 ZL0.1 +0.2 0.2 T0.7 1.23e(1 c5 S;Q` 0 0 0 0. U. 0 0. 1.3 +0.5 +0.2 +0.1 +0.1 F0.4 + 0 TO ++ III0.2 +0.2 ++ 2 :� A py�� .� `�\e I T IN 1 I 1 t %%"� 0.0 0.0 0.0 0.0 . 0.0 0.0 0.0 0 6 O Ii .0 0.0 0 - 0.0 �,9/,��1 0.0 D.. 0.0 0.0 0.0 O.0 O.C.. 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , O.T__Q,1 0.1 0.4 0.6 , 0.8 1 ��q 0 0 D 0 U. 0. 0 .0 0.0 0.3 0.1 0 �0. J 1 0.1 _._ .-. __ _- _- -- - :_ -' - 4.__ __ ,. .�._ _- - T ._. __ - _-. - _.. T -F �Y\ + O+ T T ::j - y - _ - _ _ _ + T T - , 'I" + r + T T /\ r a . \ 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:r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U-0 0.1`"4 0. 0. 0 U 0. U. r F>^, 0. 0: 0 .0 0. 0� 0 .0 0. 0. 0. I 0. 0.1 I 0.1 \1. __. - .. - - - -- -- - -- - _ ._ - - --- - .- - - - - F T + + F B+ z r� t � �\ + + _ + r` r� �-U ,,f r �n tl, 0 0. 0.0 U.� 1 0.1 ° 0 0. z 9 0. 0 U U. 0. 0 0.0 O.0 OA 0.0 U.0 OA 0.0 U.0 0.0 0.0 0.0 0.0-�-v-s1� \4 O.0 .D _ 0.0 U.0 _ U.D O.0 0 0: , .0 _U.0 _0.0 , 0.0 __ 0.0 U.0 - 0.0 - U.0 _0.0 0.0 0.0 _ 0.0 _ •0 :_0• . 0• _ •0_.0• _ QQ ,r��.zc 0 �fl: <, � Q _ _ - • ++ -- ,.._.-�. .. - -- _ _- _ _- '' �r\l , �z �J�< z Viz. n ,. r�>77 fir- ,1 0 0�. 0 U. U. 0 0 O. A 0.0 0.0 0 0 0 Iat4Lu� 0.0 0.0 0.0 0.0 O.0 0.0 O.0 U.0 U.0 O.a 0.0 0.0 0.0 0.0 Oft' 0.0 0.0 0.0 0.0 r.0 • 0:0 0.0 0.0 20 O.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 O.Q ,�t1.j r f (7� - - - - -- - - - - - - - - - - -<.., -- - - - - - - - - - - - - - - eerrnorn r c .Y s �, 7 1 0 0. o. _ o.o o.o o. n 'o -o .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.o 0.0 0.0 0.0 0.0 0.0 d: 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 , 0.8 3 1 1.s o z� g, � V. 0 o WIE;; - - - - - - - - - - - - - - - - - L - -- - - - -- - .. `yY\fie T + f, .! �r fi' I i / 9 - - ��i ' - < 1.1 0.6 0. ' ` A 0.0 0.0 0. 0.0 0. tYFE U.0 0.0 0:0 0.0 0. 0. fi 0-_ 7 g,(cS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .,..O,D O:U . ;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 J. 0. 0 .0 <0., ,9y�,2 1. .4 4 - , 1 3,.. . . _ _ _ T _ _. _ 7�cAl -_ _ _ _ __ _ _ _ - _ - - - _ _ _ _ T _ _ _ _ _ Q F T } _ -_ _ _._._ ._._ ___ __ _ _._.__.._.. _. ______ _ __ ________.- __ .._. _ __. ___ .._-_._____. .: .. : T + +a + U. 0 .0 .: •u' 0. 0 .0 1`, 1 , 1. 0.6 0.3 0.2 4,!`:: 3 5 1.5 .3 0.1 0.0 O.0 D.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 D15 - 0,0 0.0 0.0 0.0 0U O.0 00 _00, 0D 0(1' 0.0 0.0 0.0 U.0 0.0 0.0 0. - 0 -0 0 xt -P + . \�- ..r + + + + Jf` • . __ + + } _ _ _ _ _ _- _ __ __ - - __ _. _. - _ _ _ - - _ � O . . ,i FF r�I/Ft zt F 1..�j:: J o {f, 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 D.0 fl.0 + .� /� (� I- 8 0 : ' 0 0 0:0. 0:0 : Q:O : 0.. 0 0.0 0.0 0.0 .0 0.0 0.0 0.0:' O D 0. U. 0 0 }y 2 1.2 f t 1 0.5. 0.2 0.2 0 ;4 8 r- ( �' . 1. 3,3 2.3 0.6 , 0.1 0.0 0.0 O.0 0 0.0 0 1. f/ % 'f. f` f r 92V/120V LED 2 0.7 5 .0 0.6 0.1 O.0 0.0 .0 U.0 r 1- - .4 4 ` 2 :-0.2 0. 0 0. 05 0.0 U.0 U.0 U.0 `` r 0. a. 0 0 0.2 0 9 0 0� 0. UJ 0.0 U-0 0.0 0:0 U.0 U.0 0.0 0 0:0 0 0' U 0' 0 O.0 0.0 0.0 0.0 0.0 0.0 O.0 OA 0.0 U 0 0 0 U 0 0 0 0 0 0 _. _._ >T Lf. - f.�.f`� T ._ R ,0. - U:0 .`U:0 ` 0.0 0.' ' 0.Q ` D. 0. 0 U 41 " 2 0.5 0.3 0.2 0.2 0 0� 16 0.5 1. 1.8� 11 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 O.0 0.0 U.0 U.0 0.0 O.O U.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 D. / L 11.0 0.7 0.3 0.1 U.a 0 U.0 OA - '. - - - - _... -_ - _ _ - - - - _ _ . _ - - - - r ; l r _ ITz 1 / + + F' +: + + i zvJrff 2% F + + + F \ n n n o o n o n n o o n n o o o o o n o ao o.o o.o o.o o.D o.D 0-0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.D O O:D '.0 0 :0.0` ® 0. 0.41 \0: \ 0 0 �z�7 x3,Or 0.8..-":`0.4 . 0.2 0.2 0.3 0. �3Q.1�, 0 6 2.0 , 2.0 , 0/ 0.2 , 0.1 0 0 .0 0 0 C/ , 0.0 0.0 0.0 0.0 0.0�..°0 0.0 U.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 a.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. ` 0 ' r 0 0.0 .0 0.0 a.F � - -- -- - - - - - -- -- - _ - - -- - - - - - - - - - - - - - - - - - - --- _ _ - - - -- CKAGES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ob 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.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.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 __o. - . .0 r -1, 0.0 o.r - -- - - _ --- -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - _ DIMENSIONS MEN PA o.a o.D o.0 0.0 0.0 0.0 0.0 w Inn 0 0 0.0 0.0 0.o D.0 Inn on o.o no o.o o.0 0.0 on no o.o o.o o.0 a.o o.o o.o o.o o.o no o.o o.o O.o O.o o.o o.o o.o o.o o.o U.o o.o o.o o.o o.o o.o o.o o.o � � - - - - - - - - - - -- -- - -- - - - - -- __ - - - - -- -- - - -,- .- - -- - - - j Y�, r �f t ',+./�\ \ u,-el_ oar 11 ar` A.wF Whim) 4�`q tWd u " `v, \) 0. OA U.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 U.0 0.0 O.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 U.0 O.0 0.0 D.0 0.0 0.0 0.0 U.0 U.0 0 0 0 0 ,� , , , _' 0.0 OA OA O.D 0 0 0 U 0 0 S1. - -- --- _ - - -- - -0.0 - - r - - - - - - -, f • .I °.`. �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.r O. ' b.0 / � � 14r. / / ! , � o.o 0.0 0.0 0.0 0.0 0.0 0.o a. o.a o.o o.o o.o o.o o.o o.o o.o o.o o.o a.o o.o O.o o.o o.o ao O.o o.o o.o o.o o.n o.o o.o O.o 0 0 0 0 0 0 0 0 0 0 o a, �, , ,-. ` • r -� _._ ___ .__ �. _� _ � .._. -_ - � -�- -- _`.. _� _:- _ o�C�y(`'� � .�, Asz ,per imr u+w•o V O fw ,i.�.° !.. 1 Delivered Lumens • 685 111 623 659 I/ 642 • 674 I.- I I 656 674 6�9 I 641 Wat 11 11 l,t it It }1 1,i;' jt ": 1t ; LPIN r 62 S 7 60 5 8 61 60 58 58 58 e`'Ca d Id P ak n e 5 056: 2 725 2827 3 1 0. 1 569--t212 987 74 2 -� 664 (� ,9'- c Note. Information base on 4000K 0 0C 20 Volt with C1 cap and FLC Iar,a •,50 �. 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 ( .V -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 UA U.0 D.0 0.0 V. 0 0�4�.0 V 0 / form P1 8 RI 1 _ __ ° c C 1 C2 C3 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 00 00 - - - - -- - - - - -� - -- - -- -- - - - - e - - - - - - - - - - - - - _ ,�-� STANDARD DISTRIBUTION \ 0.0 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0, 0.0 0.0 O.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 _O.0 0.0 0.0 -0.0 r Schedule Lumens Symbol Label QTY Catalog Number Description Lamp per Lamp CLA-1-16L-1-30K7 NLS - CLASSIC MINI LED 5712 A 6 3000 K, TYPE 3 NO LENS CM.9020 COPPER MOON - CM.9020 LED - x 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. TMP 59-15A 0 0.0 o.a o.a o.o o.o ' I _____ - I ,too a.o o.o (l.Cq80.ACrg.g 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 D-o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U r _ ' , ... �_ - - _'.. 1-1 - - - - . - 1. .1 - . - ­ - - __ - __ . __ 1-1 __ __ - I I \ - _ _ _ _ I _.. -1 'fi F 0.0 0.0 0.0 0.0 0.0 0.0 �" ��� 0.0 0.0 0.0 0.0 r. 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 O.r \ 7 s1.F T I 0.0 0.0 0.0 0.0 0.0 0.0 ��F� 0.o o.o o.0 0.o 0.o 0.o o.0 0.0 0.0 0.0 0.0 __O.0 0.0 _o.o - 0.0 __o.o _ o.o o.o o.o _ o.o o.o o.o o.0 0.a o.o 0.0 0.0 '\ , I 11 .=,_- 0.0 0.0 0.0 0.0 0.0 0.0 4-0.0 6. o.r o.0 0.0 0.0 o.O o.o o.o O.o o.o o.o 0.0 O.o o.o o.0 0.0 O.o O.o 0.0 0.0 0.0 `o.o o.o 0.0 o.o .a _o.o o.o �c, C2 C3 __ - __ _._ - _. _ __ __ - __ ___ _- __ - __ -. ._. .- __. - - - - - __ _ _. _ _. _ _ > 0 5°IORr LENS 15' KWIli ReCeSsco CUTOFF 0.0 0.0 - 0.0 __ 0.0 - 0.0 0.0 0. -OA) 0.0 - 0.0 _0.0 -0.0 -0.a __ 0.a 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 / �t \ _O.o 0.0 0.0 0.0 0.0 0.o \ o.o _0.0 _0.0 _0.o _0.0 -0.0 - _o.0 _0.0 _0.0 _0.o _0.o _0.0 _ _ _ _ _ -0.0 _0.0 _0.0 _0.0 _0.0 _0.0 _0.0 _ 0.0 __a.o .o _0.0 _0.0 � \\,, AIMING DETAILS - - -- - U. 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 O.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 r.0 tap° \ 0.0 0.0 0.0 0.0 o.o o.o o.o U� o.o o.o o.o o.o o.O o.o o.o o.o a.o o.o o.o o.O o.o o.o o.o o.o r. 0.0 0.0 0.0 0.0 UA 0.0 0.0 0.0 O,a 0._0.0 _0.0 _0.0 _0.0 0.0 OA _0.0 _- 0 _ . _0.0 _O.0 0.0 0 0.0 0.0 O. O.o \ .o.o a.o J o.o o.o Lo.o o.o o. o.o o.o a.o o.o o.o o.D �o.o o.r To.o o.o o.a o o.o o.0 0%.�� - - _._._ - - - - - - T - - - - _./ 1�k / ASpFN V\� 1 - - / Brick . SITE LIGHTING CUTSHEET - FIXTURE "Ctt 0.0 0.0 _0.0 0.0 -0.0 _0.0 _0.0 -o.1 O.O _0.0 _O.O _0.0 0.0 0.0 a N.T.S. 10 -o.o _0.0 _0.0 T0.0 T0.0 _0.0 -0.0 _ON\ 0.0 0.0 _o.o T0.0 __D,0 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.Q T0.0 0.0 a/ It i 3COM 10 Scale: 1" = 10' 0 as rrrrrner IP�0 6 LVA11- Buy Arnarican WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville a 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 W Z V LL Z Q > ^ J L_C_E Q) W -- I LLJ Q /\J I Q LIJ < fIIII. ., m J '� (/ I 0 n 1 W U_ 0 +, (/) y►.. Z ,o �0 :� U SITE LIGHTING PLAN Job Number: 22010 5 ERIC W. 1POOLLE�2Y�l' rd LIC. NO. 37088 a �0 9-9-2022 w? ti �S S 0 N I E A L G Date: April 8, 2022 Revision: June 21, 2022 August 9, 2022 September 9, 2022 Scale: 1'I = 101 Sheet No.: SLI 00 q51-1Z_-, 17 of 20 copyright © 2022 by Woolley Engineering