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HomeMy WebLinkAboutWPO202100064 Plan - VSMP 2022-07-121. 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 Shared Parking Agreement: Halifax House shared parking agreement that allows for a combined total number of parking spaces split amongst the two properties 6. Minimum Yard Requirements: A. Front -Minimum: I.) Ten (10) feet from the right-of-way ii.) Off-street parking or loading spaces shall be ten (10) feet from any public street right-of-way B. Front - Maximum: I.) Maximum setback does not apply to any structure existing on June 3, 2015 C. Side and Rear - Minimum: i.) No portion of any structure, excluding signs, shall be located closer than fifty (50) feet to any rural areas or residential district boundary and no off-street parking or loading space shall be located closer than thirty (20) feet to any rural areas or residential district boundary. ii.) No construction activity including grading or clearing of vegetation shall occur closer than twenty (20) feet to any residential or rural areas district. Screening shall be provided as required. D. Side and Rear - Maximum: I.) None 7. Planned Land Use: Additional parking and hardscape changes Maximum proposed site impervious surface: 0.37 ac. 8. Maximum Building Height (by Code): 65 feet 9. Adjacent Properties: IMP 59-15A1, n/f Ivy Road RE LLC Deed Book 5123, p 91; C1 Current Use: Office Space IMP 59-15, n/f Jerry D or Lili Stowe Beninate Deed Book 1654, p 396; RA Current Use: Single Family Residence IMP 59-15B, n/f Hallam Roth Deed Book 4263, p 729; RA Current Use: Single Family Residence IMP 59-16A, n/f Ivy Hill Gardens LLC Deed Book 5002, p 71; RA Current Use: Residential - Multi -family US Route 250 - Ivy Road 80' Width Right of Way 10. Datum and Benchmark Reference A. Virginia Landcraft, LLC, P.O. Box 148, North Garden, Virginia, 22959; Boundary, physical and topographic dated June 14, 2021, revised March 4, 2022. DS TAVERN WATER PROTECTION ORDINANCE AMENDMENT # 7 TO WP0202 7 00064 =910 SAMUEL MILLER MAGISTERIAL DISTRICT I 11. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to an construction within an existing public right-of-way, including connection to Y Y 9P 9 Y• 9 any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design also. Walls require inspections as outlined in USBC. L. Accessible parking spaces, access isles, and accessible routes shall be installed in accordance with ICC ANSI Al 17.1-09 and the Virginia Construction Code. M. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. N. Smoking shall be prohibited in any areas where smoking becomes a hazard. Any areas where smoking would be a hazard shall be marked "No Smoking" with signs posted per Virginia Statewide Fire Prevention Code. O. Smokine areas shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. P. Per the Virginia Statewide Fire Code, vehicular access for firefighting shall be provided at all construction and demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. Q. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code. R. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. S. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code. I. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code. U. Operations involving the use of cutting and welding shall comply with Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office. 12. General Sewer Conditions 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. nFIE]� 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 outfoll 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 velocityso a 4" river rock lined outlet protection is considered to be adequate with respect to erosion resistance. The peak flow rate will not cause erosion to the conveyance system and therefore qualifies to meet 9VAC25-870-66 B.1.a. for Channel Protection. 14. Parking A. Existing Parking 1.) 7 regular spaces ii.) 0 HC accessible spaces B. Required Parking I.) A shared parking agreement is being proposed to meet parking requirements for both the DS Tavern and the adjacent parcel, Halifax House (IMP 59-15A1). ii.) Office space = 1 space/200 sf of net office floor area (County Code Ch. 18, Sec. 4.12.6) Net sf office area 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 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 outfoll 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 velocityso a 4" river rock lined outlet protection is considered to be adequate with respect to erosion resistance. The peak flow rate will not cause erosion to the conveyance system and therefore qualifies to meet 9VAC25-870-66 B.1.a. for Channel Protection. 14. Parking A. Existing Parking 1.) 7 regular spaces ii.) 0 HC accessible spaces B. Required Parking I.) A shared parking agreement is being proposed to meet parking requirements for both the DS Tavern and the adjacent parcel, Halifax House (IMP 59-15A1). ii.) Office space = 1 space/200 sf of net office floor area (County Code Ch. 18, Sec. 4.12.6) Net sf office area 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 Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date J VICINITY MAP o �2 o wool) v � O CD Q �o C) ro o 4'OGI ❑ 6q�� o O � o O o Cy SITE T _�3 �i SCALE. 1"= 500' SHEET INDEX AN C1.0 Cover C2.0 Existing Conditions Exhibit C3.0 Critical Slope Exhibit & Demolition Plan C4.0 Site Layout Plan C4.1 Site Grading Plan C5.0 Site Utility Plan C5.1 Storm Drainage Profiles C5.2 Septic Design Plan and Profile C6.0 Stormwater Management Plan C6.1 Mitigation Plan C7.0 General Details L100 Vicinity Site Plan L101 Planting Plan L102 Planting Plan - Continued L500 Site Details L501 Planting Schedule & Details SL1.0 Site Lighting Plan ES1.0 Erosion & Sediment Control Narrative ES2.0 Erosion & Sediment Control Plan ES3.0 Erosion & Sediment Control Details Filled Box Indicates Drawing Included in Set (Total Included = 18 Sheets) E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT �Q Z z Q) LL; J W Q Q LLJ Q m LL H Z O ::) 0 COVER SHEET Job Number: 22010 OF EIC W. WOOLLEY LIC. NO. 37088 7-12-2022 S� Jti �rONAL E' Date: April 8, 2022 Revision: June 21. 2022 Scale: As Noted Sheet No.: C1.0 copyright © 2022 by Woolley Engineering 1 of 20 E 0 0 WOOLLEY ENGINEERING PLAT SHOWING TOPOGRAPHIC SURVEY OF PORTIONS OF TAX MAP 59, PARCEL 15A AND PARCEL 15A1 \ SAMUEL MILLER DISTRICT \,^ ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 20' ' DATE: JUNE 14, 2021 Pole REVISED: OCTOBER 21, 2021 REVISED: MARCH 4, 2022 21-034 myrtle / t Adoydod do 3 od /.0 tPole ree m le d ad 52..5 ._..* Abe 523.5 myr rtle MA t oco bo O shrub0 8 do ood 619 2 524.7 4.7 52 ery� 527.67 Floor boxwood emloc 4 a dbl hemlock 527.6 yro � ;• 525.1. 524.3 / Q-� Or,S 9 hemlock h !g '•,ram 525.0 '\-j /tc0blhemlo k 527.4 46 tri Q-Q`�et` ' v % hem10 l 11!N 529.1 527.4 a tri hemlo arb 28.8 527 ° /' ••�`r?S, 12'heplock 527.8 shrub ;525.3 y hh 529.3 527.E / - Pole ; •' 12" he ••� Tlock ES 527.6 AOhd Gravel 526.54 Floo : ( 529.0 TW 14" emlock 526.56 Flo / - : .••'' • /*♦ r zes= 12 529.4 528.1 N .7 5 T 1b/' •••0�� :�+� �rrr yrtlE 527.8 N .D..• ~• 525.1 526.56 Fbor LP 7.5 To °fd%i 9RI/ 01 % /ETS Rock Wall 5 �•e � /t� Pole 528.7 525.1 526.56 Fkwr}' 0 Notes: N GRID NORTH - SPC VA SOUTH ZONE Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973�0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT "Ins` W W z LU W Q Q Ly _J Q � Q � LL 0 Z 0 U EXISTING CONDITIONS EXHIBIT Job Number: 22010 ° 1 / \ 1. This plat Is based on survey prepared 10-26-2018, 06-14-2021, 10-21-2021 and this date. aLic. No. 2576 Date: ,��.� e� �i o° Rail Fence April 8, 2022 2. No title report furnished. utilities and easements other than those shown may exist. ��•� 7 0444 yy-'---�� p 77 �: TMP59-15 86-82 .y y � Revision: 3. TMP 59-15A and TMP 59-15A1 are subject to the following: -r-' RV Virginia Electric and Power Company Easements, DB 307-183 and DB 316-562 June 21, 2022 Virginia Telephone and Telegraph Company Easements, DB 338-415 and DB338-424 00, / Electric easements reserved, DB 263-230 and 08 263-440 Waterline easement, DB 263-440 Well and water rights, DB 357-219 ,' Virginia Landcraft, LLC 4. TMP 59-15A and TMP 59-15A1 appear to lie in an area designated as Zone X as , / Land Surveying shown on F.E.M.A. Flood Insurance Rate Map, Community Panel 51003CO265D. P.O. Box 148 5. OHE = Overhead Electric �/ North Garden, KITinia 22959 OHT = Overhead Telephone 434-293-2583 Traverse PC Scale: 1"=20' Sheet No.: copyright © 2022 by Woolley Engineering C200 2of20 RELOCATE EXISTING POND FILTER HATCHED AREA DENOTES ALBEMARLE COUNTY DEFINED CRITICAL SLOPES 0.60� Pnlp / �i * 15" poplar walnut OR\ 3907309.120/11463623.028 REMOVE EXISTING LIGHT POLE , REMOVE SELECT LANDSCAPE POI , , , , / 38 poplar , REMOVE EXISTING ELECTRIC LINE GQu \ �`, RE -SHAPE EXISTING GRAVEL rtle , / •�`,• PARKING AREA / , , APPROXIMATE LIMITS TO REMOVE / AND REPLACE EXISTING ASPHALT `,�`,� APPROXIMATE LIMITS TO MILL AND REPAVE EXISTING ASPHALT REMOVE EXISTING CONCRETE WALK / myrtle I ` (OPTIONAL) i j *,Myrtle *tree dbl dogwood 5 dogwood \ 00 519.8 ( db✓magno / tree I S S j/ tree myrtle � � \ o shrub \ •%``. 3 do Cod / \ \ 23 hardwood /+r \ \ ` " fl° Pd �b tree / Pole yr e myrtle 6 dogwood � \ \ \ � shrub myrtle \ -----------'` myrtle oo \ shrub�- 0 z 11 hemlock dbl hemlock �oC�d Ge hemlock ' dbl hemlo tri hek 7" hemlock tri hock hemlock Z12" hem ck Z P Rer O } \ 14" hemlock \ e Myrtle 12" poplar 8" poplar 10" cedar 16" poplar 8" poplar 14" cherry = . '18" walnut 18" walnut 10" poplar 18" walnut E= wall REMOVE EXISTING GRAVEL j\ REMOVE EXISTING UTILITY POLE \ , AND BURY SERVICE LINES 12" waln� 24" guml/,// � \ •16" ce r \ 8" walnut Is, A �O\ c A\ , o,� 18" walnut 8' *20" walnut TMP 59-15A 1.98 Acres rem shrub \ \ \\ �c \ dogwood Pole shrub o %3 trek STAIRS VAND IWA KWAY Grovel 1 tree /� \ REMOVE EXISTING BRICK WALK boxwoodo REMOVE EXISTING STAIRSood / 24' pin oak PI boxwood / \ ' 0 1 Desk dogwood \ o \ \ bo \wod \dogwood / �c 777 \ / ad \ I / +Ll` 27.3 lop 3 \ \ / \ Pole dogwood A RELOCATE UNDERGROUND ,PROPANE TANK (BY OTHERS) \ \ Exposed Rock crab apple EXISTING POLE (TO REMAIN) 6" walnut 12" walnut \ 12" walnut O � P tg Qo3\ m EE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z_ z Q LLJ _J W Q Q Q LU m ILL O \ Z Oo U SITE DEMOLITION PLAN Job Number: 22010 OP k U ERIC W. WOOLLE A LIC. NO. 37088 a 0 6-21-2022 �svW �SSrONAL ' �G' Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: CIO 3of20 copyright © 2022 by Woolley Engineering 1 Stor r /nx i 0.602 F9601 RELOCATE EXISTING POND FILTER AND EQUIPMENT WOODEN ENCLOSURE / 3907309.120/11463623.028 POST MOUNTED LIGHT FIXTURE SL1.0 / CURB RAMP Pole MILL AND REPAVE ENTRANCE / (OPTIONAL) ` FLUSH CURB / / / REMOVE AND REPLACE PORTION `. / / \ OF EXISTING PAVED ENTRANCE �`% ` VDOT CG-3 CURBING (TYP) OJ' tc0'�/ S � Q, `` CURB TRANSITIONS FROM FLUSH // / oJ5�G5/ CURB TO FULL HEIGHT CG-3 CURB , / QQEi\ (1) HANDICAPPED PARKING SPACE WITH ACCESSIBLE AISLE. DEFINED BY SEPARATE BRICK COLOR AND HC PARKING SIGN. ASPHALT SURFACED PARKING LOT SEE C7.0 FOR DETAILS <` �s WOODEN ENCLOSURE FOR HVAC 06 // BRICK PAVERS WITH VDOT CG-3 03 I / /s � '`•� / L500 + CONCRETE CURB L500 / O COTTAGE STAIR DETAIL 18' (TYP) 17.2' '�.ss� • PO / 81, 2 \ 3'� 9' (TYP) I \\ F>fo�Pa '`•�,` CUT EXISTING e �\� ) \\ cP `, ASPHALT HERE / `% / 9 ARKING SPA S \ -__� 6A 28 2' \ A/ / / 34 / 0 o �/ 32 � ❑/ Existing 1 Story OFrame 3 / 5 8 22' 33 5.6' 23' O 12 O i / 4 / p Eck 4,> l (9) 8 / o / pond 10 Ex. Rock Wall LEGEND \ EDGING (OPTIONAL) L500 / 1 3 %�� APPROX. =APPROXIMATE BOW = BOTTOM OF WALL CO = CLEAN -OUT CONIC. = CONCRETE DB = DEED BOOK \ DEL = DOUBLE DI = DROP INLET \ DIA = DIAMETER OHU = ELECTRIC OVERHEAD ELEV = ELEVATION \ EP = EDGE OF PAVEMENT EQUIP. = EQUIPMENT \ EX = EXISTING CRAWL SPACE ACCESS FFE = FINISHED FLOOR ELEVATION HDPE = HIGH DENSITY POLYETHYLENE PIPE HVAC = HEATING, AIR CONDITIONING \ \ INST = INSTRUMENT JB - JUNCTION BOX PVC = POLYVINYL CHLORIDE PIPE \ BRICK LINED PATHWAY RDL = ROOF DRAIN LEADER SBL = SETBACK LINE s SQ. FT. = SQUARE FEETOHT TOW = TOP OFTELEPHONEALL OVERHEAD TYP = TYPICAL WL = WATER LINE \ ? = UNKNOWN OR UNVERIFIED LOCATION \ LINE LEGEND oho\ TMP 59-15A 1.98 Acres = PROP. CONTOUR C =CONDUIT FD = FOUNDATION DRAIN p =GAS LINE Te� r . ...... = LOW VOLTAGE ELECTRIC — SS— SS— = SANITARY SEWER LINE ® =STORM PIPE \ — UGE— = UNDERGROUND ELECTRIC LINE \ WL =WATERLINE \ Exposed Rock / Role 20' \ \ \ RS 14.T / 1 R15' , 4 � o � / ` 24' \ / R20' 0 1 , R39' O C 3> 1 R12' _J o Oo o SA ' 3' 0 20' ,/ WIDEN AND EXTEND ASPHALT 4' 1 / PAVED ENTRANCE O / 1 \ 31 HO // ��^� / �cL WAYFINDING SIGN LOCATION O 0 1.5' 25' � o � (TYP) 7. 19.08' 20' KOI POND BYOTHERS) 5.8' 12.2' I 6.5' ! ' C 1505 > ,/ Y V / �\ 2 T. L500 WOODEN EN OSURE FOR HV C k �o0 4 Existing // \ o Frame uildi g / GRASS PATH RELOCATE EXISTING / � / \ 1 FOOTBRIDGE O / \ 18 \• 07 / L500 BRICK SLOT TRENCi DRAIN 17 \ STONE DUST PATH WITH STEEL EDGING (OPTIONAL) L500 , // � GENERATOR LOCATION V�\ / ( 40 > \ SL1.0 PATH LIGHT (TYP)17 \ PROPOSED 20' WIDTH PRIVATE / DRAINAGE EASEMENT Brick \��� 10 0 10 1 Stor r /n�• i Scale: 1" - C u EE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville° Virginia 22902 (434) 973 ° 0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q z Z Q) LLJ W Q Q Q Lu CID ' ^ ILL O �Z Oo U SITE LAYOUT PLAN Job Number: 22010 OP r, O � U ERIC W. WOOLLE_ A LIC. NO. 37088 a 0 6-21-2022 �svW �SSrONAL S Gti Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: C400 4of20 copyright © 2022 by Woolley Engineering 0 0 �o C tree (3) 5-1/2" RISERS >525.98 co GRADE BREAK (TYP) 7 CURB RAMP 54 25.64 f 25. O 526.17 27 c`° 525.83 20 2 0 89 527.60 527.54 TOP \� OF STAIR \\\�*5_26.02 - - - S2� S/ // + 525.99 / 527.53 O / �ryb 26.55 � II �1oro� S26 i •SS 3�E � 26.51 \ ,9 0 \y 26.4 79 26.40 526 PAVER INSET 29 SCALE. 1 = 5 526. NOTE: CONTRACTOR SHALL ATTEMPT TO MINIMIZE FILL IN PROXIMITY TO THE EXISTING TREE AT THE NORTH EAST 6" x 6" TIMBER RETAINING WALL TOW = 523.25 BOW = 522.75 LIMITS OF DISTURBANCE (TYP) g2 ole / ' S .87 \, 5 \ tree o s2 64 1 23.20 LP \ /h Existing . 1 Story a O Frame -' X 25� o o�, 1 hemlock \ O I SpS1, FD FD /FD FD D- \ I I D F /bl hemlock 524.25 T + 525.26 / d/ / ��1 \ d r S x o ��04 S� 24 pin oak � vy� v � � dbl hemlac��.,� � + 52 .37 � / - - - tp 7" hemlock \ 0.602 11 / tri hock / /100idogwood I lhemlocfruit /12' herald le 24 O \ I ° \ \ +, 0 � 5�4 � � 3.95 CJ / 1 O Pn a / \ / �£ '\ \ ' + s N +,5 .45 i I / 5 Ln I N \ dogwood \ 14 he lack � 5 / %� 2 ��?� / / / fo A- / 1 / 2/ N � �J Rock / / \ Ex. Wall N Myrtle 532 /� n' 533 \ A90749.126/ 1146623. 8 38 poplar CORNER OF THE COTTAGE e�� r 0 5 � myrtle \ I � � \ \ `23 myr Fe E , / \ tree / ° dbI dogwoo 5 dogwotSd - \ \ \ ,� \ &0 � s �' \\ agnolia 526 \ 23 hardwood P \ / L -T� 526.63 TBC x y2 G / �/Y / Sc�j� 4 5.98 FLUSH CURB J - J ) ry I � \ _ s \ Ns 524 dogwood 5/ NOTE: 535 \ / // // %/� \ SEE VICINITY SITE PLAN SHEET 09' 536 \ Fk. / // \ \ \ 100 FOR ADDITIONAL SPOT \ E EVATIONS \ E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z > z a) LLJ W Q Q W Qm LL O Z Oo U �7 53 �� I / 5 2" walnut uildi g �540 -� �/ o /// / / / / \ \ Job Number: / / 4„ u / \ 41� �2^�h2�� \ \ SN\ \ 22010 5� 528� i pF 53 � 5130 \ s� ERIC W. WOOLLE� pld$&5 n 545 / / S� / / \/ \\ \ \ \ SN+� A LIC. NO. 37088 212" walnut \ S�8 o0V 0 6-21-2022 �54 7 15" poplar 54 \ -- \ \1500 10" cedarDate: 549 4��/ N \ \Sc' 16" poplar �� \ Sq TMP 59-15A / \ bl walnut \ 550 A �o. / / \ \ SN April 8, 2022 _� 550 � -9 � 1.98 Acres \ / // \� � \ � � \ 8" poplar - X _ _ I y l� Sic \ // \ � 0 5 \� �cs G� \ \ / /6° walnut I \ \ Revision: F w \ \ \ \ June 21. 202, walnut / / j - - - 18" woln ° \\� - 552 ey0'� \ S % 14" cherry 50"Spoplar 12" w Inut ° 18 walnut \ S� 18" walnut \ \ \ \ s\ \ 5„ dogw 88 1nut \ \ // \ I I 6 alnut \ \ \ \ 559 - - \ �� \ \ Ex osed s • o \ ` I I \\ 1&" walrut / ck 60 -� - _ �..� - 42T-wolnut \ \� \ 8° walnut \ SSN �j� \ I Brick / s0 \ \ \ \ 10 5 09w d 10 bw ° -� \ \ \ \ \ \\ \ \ . \ \ \�) / ,�" ✓ /� 1 I r- 1 SIII togy s� \ \saale: 1 = Scale: 1 " = 10' 52 \ Sheet No.: C401 S� 319- 5of20 copyright © 2022 by Woolley Engineering Virginia Runoff Reduction Method Wdrksheet DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet -Version 3.0 BMP Design Specifications List: 2011 Stds & Specs Site Summary Project Title: DS Tavern Date:44637 Total Rainfall (in): 43 Taal Disturbed Acreage: 0.66 Site Land Cover Summary Pre-ReDevelooment Land Cover (acres) A soils BSoils CSoils DSoils Totals %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf(acres) 0.41 0.00 0.00 0.00 0.41 62 Impervious Cover (acres) 0.25 0.00 0.00 0.00 0.25 38 066 too Post-ReDevelooment Land Cover (acres) A soils BSoils CSoils DSoils Totals %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf(acres) 0.28 0.00 0.00 0.00 0.28 42 Impervious Cover (acres) 0.38 0.00 0.00 0.00 0.38 58 0.66 100 Site Tv and Land Cover Nutrient Loads Final Post -Development Post- Post- Adjusted Pre- IPost-ReDevelopment ReDevelopment Development ReDevelopment & New Impervious) (N. Impervious) Site Rv 0.61 0.53 0.95 0.53 Treatment Volume(fe) 1,463 1,015 448 1,015 TP Load (lb/yr) 0.92 0.64 0.28 0.64 Total TP Load Reduction Rei fired III r) 0.29 0.06 0.23 �TNLoacl Final Post -Development Load (Post-ReDevelopment&New Impervious) Pre- ReDevelopment pb/yr) 6.58 4.88 Summary Print VRRM SPREADSHEET SUMMARY n.t.s. Pre- ReDevelopment Final Post -Development Post-ReDevelopment TP TP Load per acre TP Load per acre Load per acre Ihacre r (lb/acre/yr) (lb/acre/yr) 1.20 1.39 1.20 STORMWATER QUALITY CREDIT CALCULATIONS FOR PURCHASE WITHIN LIMITS OF DISTURBANCE POST DEVELOPMENT TP LOAD REMOVAL (LB/YR) 0.29 PRE -DEVELOPMENT IMPERVIOUS COVER (AC) 0.25 POST -DEVELOPMENT IMPERVIOUS COVER (AC) 0.38 QW1111IWUlt:1 IVIullu .Ut:11fICr11 r"IUrt 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. 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.1. 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 5wide, 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 13.1.a. for Channel Protection. /M790.l211i1f do,i -♦ DRAINAGE DIVIDE (TYP) ' / 6 said, \ \\♦ e / ♦\ / j / /jam^� r 523 � III ww` � \ \ \ \ \ ♦ .pnl do oa s aogwwna �O bl ningtof iz, homwnoa \ \ 26 I owl / e•M \ t� //- / \ \ / �Thembck �Y' abl hhoinoccyk I / A � / A 24' pin auk \\ dbi hemlock / 7" hemlock 0.60 / ° j \ / / / / �arvwo a tIn 0.60 tri hemockk hemlad \ / `(°0 \ 1\529 : ` trail 112* hemlow / Pole 4, 1 ~\ 5 5 Mao ; 3P> �\ 524 --- � 533 534 i ; I� w535 .0 \o \ ' / ^ 534 - _� � � 536 / \ i12' walnut // 540 �-541 5 11 16" -�� 545 'g �6`weln _ Wl� 546 / 547 � �i 46 15" Po 10" cad- 8 - - -� - 540 548--- 548 16' Poplar '549 - 54 \ \� 54=j� S50 � \ 549 6" paPlor - � \ ,%_ I 1 wolnut � I8 wolnuF' \ \ \ - 5 - _575�4 St 14 cherry _ 1a" po r _ _ \ \ �i '- 3 J 18" wolnut __-- - - *Ltzd\ \ � 0' walnut i 560 PRE -CONSTRUCTION DRAINAGE AREA MAP Sr-rlli " in = 7n' de 12' �eiid \ yJilli TMP 5Acres I \ \ 1.98 Acres � \ \ 6" wclnul �y-_J \\ ; \\ \\\\ w\ \\ \ \5'dog 6 Ind\ 16" rind \ s \ \ \ / k `ri \ \ \ \ ) \ \ \ \ \ \ Brick \ i \ \ \ \ \ \ \ gi \ NOTE: SEE TABLE ABOVE FOR DRAINAGE AREA INFORMATION DRAINAGE DIVIDE (TYP) IU, / 534 ` \ 535 /^ \_�5=34-J �- 536 536yA -539 540 -544 547- 548 , 546 �- - 548° 549 548-- _ 550 \ 549 553 55- 559 - F- POST-CONSTRUCTION DRAINAGE AREA MAP Scale: 1" = 20' POST -CONSTRUCTION DRAINAGE AREA INFORMATION DRAINAGE AREA NAME AREA AC % IMPERVIOUS C FACTOR Tc MIN. OVERLAND FLOW DA 2 0.328 35 0.51 5 DA 4 0.042 61 0.62 5 DA 5 0.052 70 0.67 5 DA 7 0.011 46 0.56 5 DAB 0.005 56 0.60 5 DA 9 0.013 100 0.80 5 DA 10 0.086 5 0.37 5 DA 11 0.037 16 0.42 5 DA 12 0.037 6 0.38 5 DA 13 0.033 15 0.42 5 DA 15 0.030 14 0.41 5 DA 16 0.011 30 0.48 5 DA 17 0.030 10 0.40 5 DA 18 0.079 5 0.37 5 DA 19 0.044 7 0.38 5 DA 20 0.006 68 0.66 5 DA 21 0.003 100 0.80 5 DA 32 1.941 9 0.39 5 DA 33 0.056 0 0.35 5 DA 34 0.009 1 12 0.40 5 DA 40 0.333 0 0.35 5 DA 41 0.219 0 0.35 5 ROOF DRAINAGE RDL 1 0.003 100 0.85 5 RDL 2 0.002 100 0.85 5 RDL 3 0.001 100 0.85 5 RDL 4 0.002 100 0.85 5 RDL 5 0.005 100 0.85 5 RDL 6 0.005 100 0.85 5 RDL 7 0.004 100 0.85 5 RDL 8 0.001 100 0.85 5 RDL 9 0.005 100 0.85 5 RDL 10 0.003 100 0.85 5 RDL 11 0.003 100 0.85 5 RDL 12 0.005 100 0.85 5 RDL 13 0.003 100 0.85 5 RDL 14 0.001 100 0.85 5 RDL 15 0.002 100 0.85 5 RDL 16 0.003 100 0.85 5 RDL 17 0.002 100 0.85 5 RDL 18 0.002 100 0.85 5 RDL 19 0.008 100 0.85 5 RDL 20 0.008 100 0.85 5 RDL 21 0.008 100 0.85 5 RDL 22 0.007 100 0.85 5 o- v �DA 12 DA 13 ."�,, /1000, 0000 0000 4000 DA 18 Y \- TMdP / \ 1 Acres \ \ [\\ \ DA41 Joe a � I� .,.,.. 1P S /14,01 711I; lea I \� EXISTING STORMWATER\ \` \� CONVEYANCE OUTFALL \ g1 E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z_ Z Q)LLJ % J w Q Q W Q � m Q � 0 r�^ Z Oo U STORM WATER MANAGEMENT PLAN Job Number: 22010 ERIC W. WOOLLE; A LIC. NO. 37088 L o 7-12-2022 G �rONAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: copyright © 2022 by Woolley Engineering C600 9of20 E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com A @ } Owner: Ivy Road RE LLC O 800 E Canal Street Ste 1900 Richmond, Virginia 23219 N Landscape Architect: Lu Anhold Associates 8311 Rockfish Gap Turnpike Greenwoox. d, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Length (ft)00 t ^`� Q l I 1 O cl�W Z_ 7Z �J 4.75 `J Lu 10 z LJJ J 000 W Q Q000 L LJ Q mal al 0 Z Length (ft) O D OL OOR Co ztz t530.00 C) a� Lu CN STORM Q. DRAINAGE PROFILES Job Number: 22010 Length (ft) zx oG F o� U ERIC W. WOOLLE� A LIC. NO. 37088 a O� 6-21-2022 �svW l �SSrONAL ECG04 Date: April 8, 2022 ztz 0 Revision: June 21, 2022 a� 525.00 LuN CA Scale: 1 " = 10' Sheet No.: 01 c5e 1 Length (ft) 7of20 O ___ i O• P N u'� o` II EXISTING GRADE (TYP) � � 535,00 � -- II W 535,00 PROPOSED GRADE (TYP) � � £ •�/ - I -� _�/� ��� --- 530,00 � 530,00 � Co a) N eog oN 0 0� v � II - o E S25,00 O N N - o II ° � 'HDPE ___---- - -I -- - v-� o � M E - - > - N ---- ---- Pi e 4. 5T 18' - -- - - - -- - -- � O E ONlY � II W - ------1---� 0000 O "' 'Ex Pipe: 12" E @ 0.72% Pipe 1: 70' - 12" HDPE @ 0.72% ' ° � HDPE @ 0.57% _-�/ I I Ex. Pi e 3: 34' - 18" HDPE @ 1.76% I - ------ --- ------------ --- 520,00 ---- Ex. Pipe 2: 44.2r'18" ------------ --i-- ��� 520 00 ---------- _ _---------__ I ��� 000� QQQ ddd O P P h W ^ P P P h h h P TIE-IN NEW PIPE TO EXISTING PIPE WITH OUTFACE (SEE C5. FOR PLAN) � Q II II II M � � v 515,00 � NAM Q� Qw 515,00 Q -� Q � �, � QQQ .� C M d d d � 10-YR HYDRAULIC GRADE LINE (TYP) •� N 3 II � II 510,00 � N � ° 510,00 10+00 11+00 12+00 13+00 535,00 535,00 o � N � O � M n M O � ON O N `O h O N O iNi7 0` O N O p O M I I Op `� P �p I� .o .p N 8 N O+ II 530,00 � N CONCRETE CRADLE - � > U II w h > N II � II II + > + � W II W � N� W II W O w - w N M II W N� .� }v>tY p0� pa� II III II W I LL J OE p� M N II itQj/PVC = O � @ 8'PVC@4.95 - -- - - -- - - - - e 1@ P ipe ' p ° � ---- ----------------------------- -- Pipe 10: 38.3' 8" PVC @ 1.22% - _ ,q h pipe 15' 10 8' pipe 6.83070 PVC @ 5% 2.6 ° 12" HDPE @ 2.09% - - - - -- - -- - - - -- � oo, � ipe 13' 14 b 2' 8'Pie � 18 9 8 PVC @ 1 52% P V C %000 Pipe 8: 50.4' - 15' HDPE @ 1.98% ' Pipe 9: 57.3' - NQ O � MGM �-' PVC@2.51% 10,010 v) �� �� 520,00 ' -NNN II II II � v)Ov) ��� � I II V EOM v)v)�ry �ry hhh �� ��h II II II .p 00- II II II II OO QQQ II II II II II II II II Vv)Q h�� Q N T h h h � � � P M ��� IL OO x � C)_ Q Q� �� �' veryh U cOPQ O U Q Q O U NNN QQ O-O-N II II II � � °_°_ 515,00 N aOM QQQ Q � Q � ��� 515,00 O ddQ Q Q ddd QQ � N^ N M N? a Nr? � a 7 � Cp M C� p N N� � N N O� n 0 � Q � O > � O > II II II 3 II II II II 3 II � II II U II 510,00 ° ° ° ° o' ° X :3 0 ° o ° X ° O ° o :3 N ° 510,00 U 13+00 14+00 15+00 535,00 535,00 � O O � � M OO o co 00 O O N � M � `0 N O - II + I I II II � � � O II � - N + + Q W m II W � � WC � II WC II W CoO� � II WC II O � � a II W E � } �n a' �' II p O E 0 � � O E N 0 O E �> p G .� p a O E --/ 23b:23' SD @ 1.10% -/ 525,00 p � � - - - ' 5' 24' 12. b'0000pl e 25' r> _ Pip 0: 5.3' - 6 ,� Pip ipe22:12.5'-b" C@4.03% o o ��� PVC@2.01% pipe 23' 11' 1% 5 ° � p @4.19% � pi e21:32'-8"PVC@3.64% PVC@2.00%00���� � PVC@3• Pipe 8:30.3'-12"HD E@2.66% 000 WP � _-- --_-__-__-_--Q VO Q __----p--__---- 00 ^N NNN ��� h 0 NN ��� 520,00 0000 �� 0000 II II II NN NN hh M 520,00 V d�v) N V�nh v)v) Q hhh 0000 NNNN OQ a NNNN N NNN ��-. � II II II N O MONO v)v)hh Np v)�ryhh NNN NAM (MV4 000M II II II II NN II II II II �� QQQ NNN NN v)v)v)v) aO-O� QN Q. °0-O� I QQ aaa NNN QN -NN(] d -NN!] FL FL QQ � Q II II II II U U ��� 0- co Co � QQQN Q QN 515,00 Q�, Qw � aa�- ���- 515,00 _ a v) N- `O O v) M E M N v) N o. � W � � Q O � W W W aN0 aM0 W ��0� c� C� � '��'�- �- .0 II 3 II .0 II Q II 3 � 510,00 w°°° w� �� �° �° °° °� �° �° 510,00 15+50 16+00 17+00 18+00 535,00 535,00 � o e co o `? e M+ W � P N O 8 � O O � � - � P � 530,00 S� M �.� °.�-� II � � 530,00 --h M �° II 19.5' -b'^PVC@5.17° o`er pipe34:15' o II Pipe 33: b" PVC @ .32% O � � Pipe 32: 79.5' - 12" HDPE @ 2.01% ------------ 525,00 ---------------- OOa o -- ----- ------------ -------------------------- copyright ©2021 by Woolley Engineering Virginia Runoff Reduction Method Wdrksheet DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet -Version 3.0 BMP Design Specifications List: 2011 Stds & Specs Site Summary Project Title: DS Tavern Date:44637 Total Rainfall (in): 43 Taal Disturbed Acreage: 0.66 Site Land Cover Summary Pre-ReDevelooment Land Cover (acre s) A soils BSoils CSoils DSoils Totals %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (a 0.41 0.00 0.00 0.00 0.41 62 Impervious Cover (acres) 0.25 0.00 0.00 0.00 0.25 38 066 too Post-ReDevelooment Land Cover facresl A soils BSoils CSoils DSoils Totals %of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (a 0.28 0.00 0.00 0.00 0.28 42 Impervious Cover (acres) 0.38 0.00 0.00 0.00 0.38 58 0.66 100 Site Tv and Land Cover Nutrient Loads Final Post -Development post- Post- Adjusted Pre- (Post-ReDevelopment ReDevelopment Development ReDevelopment & New Impervious) (N. Impervious) Site Rv 0.61 0.53 0.95 0.53 Treatment Volume(ft') 1,463 1,015 448 1,015 TP Load (lb/yr) 0.92 0.64 0.28 0.64 Total TP Load Reduction Rei fired III r) 0.29 0.06 0.23 �TNLoacl Final Post -Development Load (Post-ReDevelopment&New Impervious) Pre- ReDevelopment (Ib/yr) 6.58 4.88 VRRM SPREADSHEET SUMMARY n.t.s. DRAINAGE DIVIDE (TYP) F . , � // �,/bck � • I I doll honnI c4k dbi hemlock , g34'- 7• h mlock III o.so trl hemock/ 1In hemlock 11• hemlock / Pole / 5 E N g l \ 14• Aer4lock J� i 3g L \ \\ myrtle 532 i \'�:5=34_� �� 536 / 536 511' xolnut �540 41 5 47 �- 5� �'Yr�i 546 150 Po 10^ cad-548 548- 548 16• no '�54= - 54 - -54=j� S50 \ 549 6" paPlor - \ 1 \ \ 1 Wind �_� IB• wolnuF' \ \ \ -- / i --- 14 cherry \ 1a• po r _ _ \ \ �i '-3 _ \ 'wound \55 18^wo--__ 55`-- \ �'\ 18" walnut pod 8" wplind PRE -CONSTRUCTION DRAINAGE AREA MAP Sr,pRha in = 7n' Summary Print Pre- ReDevelopment Final Post -Development Post-ReDevelopment TP TPLoad acre TP Load per acre Load per acre lb/per acrr Ib ae (lb/acre/yr) (lb/acre/yr) 1.20 1.39 1.20 STORMWATER QUALITY CREDIT CALCULATIONS FOR PURCHASE WITHIN LIMITS OF DISTURBANCE POST DEVELOPMENT TP LOAD REMOVAL (LB/YR) 0.29 PRE -DEVELOPMENT IMPERVIOUS COVER (AC) 0.25 POST -DEVELOPMENT IMPERVIOUS COVER (AC) 0.38 /,aa790.,,din do, i -♦ afi pwmr � ♦ 523IL- I do ad 5 di - ( i \ �{Tnt'a AorawomIlk � .3tvill[MU t11 rvtullu at:rnen( riull 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. Stormwater Quantity: The point of analysis for this project was chosen as the point where all runoff from the site converges just before crossing under Ivy Road (Route 250) via an existing box culvert. The entire watershed drainage area at this point, as defined by USGS Streamstats, is 19,793,664 sf. The project site contributes 43,431 sf of drainage area to the point of analysis, or 0.22% of the entire contributing drainage area. This project meets 9VAC25-870-66 C.3.a. and is outside of the limits of analysis for Flood Protection requirements due to the site contributing drainage area being less than 1 % of the total contributing drianage area at the point of analysis. Outfall Analysis: Runoff from the site discharges into an existing manmade conveyance system located on the 3447 Ivy Road property. The stormwater conveyance channel at the point of analysis was modelled to determine if 4" river rock lined outlet protection would be adequate to prevent erosion. The outfall calculations show that the maximum velocity through the outlet protection during the 10-year 24-hour design storm is 5.34 ft/s and the peak flow rate is 11.05 cfs. The outlet protection was modelled as a 5wide, 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. \ \ i \ dogwood / yw K / \ / Gde SA \. / \ \ doi .40 00 de de // ///� \ \ \ \ *40 // v v^ OF \y / /� \ \ \ a• .\ \ \ I \\ \ // de C \ \ // \�\ `'rywh�)��12•word 41 14\ TMP 59-15A s t \ \ 1.98 Acres 6' Wind \ \ \ \ \ \ \ \ \ 1, wlnwt\\ B m\ as;`" Bddr ` \ \ \\\ ` St0 \ �� 5• dog d \ 1 / 24• pin aokeW \ \a dogwood\\ \� ruit \ r \ DRAINAGE DIVIDE (TYP) NOTE: SEE TABLE ABOVE FOR DRAINAGE AREA INFORMATION / - I LUii IV l g34 L \ 535 -536 535 A- /�­540 536_/a -�541 --// 1 540 /541 543 544 /�-N 545 546 �i 546 547 _ 548 -- - 540�° U` 549 548 \ _ 54 \ \ � - _ 550 \ 549 -551\ 553 \ \ SSa - _ _ _ _ \ 55- 556 ` \ POST -CONSTRUCTION DRAINAGE AREA MAP Scale: 1" = 20' POST -CONSTRUCTION DRAINAGE AREA INFORMATION DRAINAGE AREA NAME AREA AC % IMPERVIOUS C FACTOR Tc MIN. OVERLAND FLOW DA 2 0.328 35 0.51 5 DA 4 0.042 61 0.62 5 DA 5 0.052 70 0.67 5 DA 7 0.011 46 0.56 5 DAB 0.005 56 0.60 5 DA 9 0.013 100 0.80 5 DA 10 0.086 5 0.37 5 DA 11 0.037 16 0.42 5 DA 12 0.037 6 0.38 5 DA 13 0.033 15 0.42 5 DA 15 0.030 14 0.41 5 DA 16 0.011 30 0.48 5 DA 17 0.030 10 0.40 5 DA 18 0.079 5 0.37 5 DA 19 0.044 7 0.38 5 DA 20 0.006 68 0.66 5 DA 21 0.003 100 0.80 5 DA 32 1.941 9 0.39 5 DA 33 0.056 0 0.35 5 DA 34 0.009 1 12 0.40 5 DA 40 0.333 0 0.35 5 DA 41 0.219 0 0.35 5 ROOF DRAINAGE RDL 1 0.003 100 0.85 5 RDL 2 0.002 100 0.85 5 RDL 3 0.001 100 0.85 5 RDL 4 0.002 100 0.85 5 RDL 5 0.005 100 0.85 5 RDL 6 0.005 100 0.85 1 5 RDL 7 0.004 100 0.85 5 RDL 8 0.001 100 0.85 5 RDL 9 0.005 100 0.85 5 RDL 10 0.003 100 0.85 5 RDL 11 0.003 100 0.85 5 RDL 12 0.005 100 0.85 5 RDL 13 0.003 100 0.85 5 RDL 14 0.001 100 0.85 5 RDL 15 0.002 100 0.85 5 RDL 16 0.003 100 0.85 5 RDL 17 0.002 100 0.85 5 RDL 18 0.002 100 0.85 5 RDL 19 0.008 100 0.85 5 RDL 20 0.008 100 0.85 5 RDL 21 0.008 100 0.85 5 RDL 22 0.007 100 0.85 5 400104000, I EXISTING STORMWATER\ \� CONVEYANCE OUTFALL \ 1 \ E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z 73 0L Z % E LLJ J w Q Q W Q � m Q 0 Z O O U STORM WATER MANAGEMENT PLAN Job Number: 22010 VM OP oERIC W. wooLLE; A LIC. NO. 37088 L o 6-21-2022 G �NNAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1" = 10' Sheet No.: copyright © 2022 by Woolley Engineering C600 9of20 NOTES: CONTRACTOR SHALL TAKE CARE AND MINIMIZE DISTURBANCE WITHIN THE STREAM BUFFER AREA. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED MITIGATION PLAN. LANDSCAPE CONTRACTOR SHALL CALL MISS UTILITY AND CONFIRM LOCATION OF ALL UTILITY LINES TO ENSURE NO CONFLICT WITH TREE PLACEMENT. GROUNDCOVER WITHIN THE STREAM BUFFER SHALL BE NATIVE GRASSES OR MULCH UNDER OTHERWISE SPECIFIED VEGETATION. ALL DISTURBED AREAS SHALL BE SEEDED PER THE SPECIFICATION OF PERMANENT SEEDING STATED ON ES1.0 UNLESS OTHERWISE SPECIFIED. SEE L101 AND L501 FOR GENERAL LANDSCAPE PLAN AND DETAILS. SEE L501 FOR MEADOW MIX LIMITS AND DETAILS SEE SHEET L501 FOR PLANTING DETAILS 0.602 IRS M LANDSCAPE LEGEND SYMBOL QTY PLANT TYPE 1 EXISTING TREE (TO REMAIN) ' + ) 0 7 CANOPY TREES O19 UNDERSTORY TREES O/o 21 SHRUBS LANDSCAPE LEGEND: BLDG = BUILDING CAL = CALIPER CONT = CONTAINER DB = DEED BOOK DIA = DIAMETER EX. = EXISTING FFE = FINISHED FLOOR ELEVATION GAL = GALLON HT = HEIGHT O.C. = ON CENTER TYP = TYPICAL MITIGATION AREA CALCULATIONS TOTAL DISTURBANCE WITHIN BUFFER 1,445.6 SF MITIGATION AREA 2x DISTURBANCE 2,891.2 SF # OF MITIGATION UNITS REQUIRED * 7.2 # OF MITIGATION UNITS PROVIDED 8 " MITIGATION UNITS CALCULATED BASED ON 400 SF/UNIT MITIGATION PLANTING CALCULATIONS CANOPY TREES PER UNIT REQUIRED 7 CANOPY TREES PER UNIT PROVIDED 7 TOTAL CANOPY TREES 8 UNDERSTORY TREES PER UNIT REQUIRED 14 UNDERSTORY TREES PER UNIT PROVIDED 19 TOTAL UNDERSTORY TREES 19 SHRUBS PER UNIT REQUIRED 21 SHRUBS PER UNIT PROVIDED 21 TOTALSHRUBS 21 _j �2ti � / Existing 1 Story Frame /390749.126/ 1146�623. 8 % (1) CARPINUS CAROLINIANA - / / AMERICAN HORNBEAM 11) JUNIPERUS VIRGINIk4A "BURKII"- ````�`�� 38 poplar BURK EASTERN REED\ \ HATCHED AREA DENOTES ALBEMARLE 2 \ COUNTY DEFINED CRITICAL SLOPES (TYP) \`,,� S!/ \ 6 / myrtle CROSS HATCHED AREA DENOTES I • DISTURBANCE WITHIN STREAM BUFFER 523 IMPERVIOUS AREA REMOVED = 551.6 SIF \ myr re \ PROPOSED NATIVE PIEDMONTYLLA T E \ / MEADOWS (SE NOTES) \ \ \` EXISTINGTREE(T REMAIN) NZj tree / / \bl dogwood 5 dogwood (3) BUXUS SEMPER VIRENS - AMERICAN BOXWOOY /S i o \ bl,-inagnolia I \ N W � `r',10 aDPa V 526 • 23 hardwo �\ \ °°°P S2' i \ tree / &0 '/_ \ (41`IVNIPERUS VIRGINIANA "BURKII"- BURKti4STERN RED CEDAR 1----------- . FD---- FD----- FD D (3) CHICKANTHUS VIRGINICUS - FRING� TREE / / 24" pin oak S CROSS HATCHED AREA DENOTES dogwoo DISTURBANCE WITHIN THE STREAM BUFFER / AREA = 410.5 SF \ ruit / / \ 1 �/ PROPOSED N TIVL l\ PIEDMONT PLA T ME,e,DOWS \ NOTES) \ do wood (1) QUERCUS RUBRA- < NORTHERN RED OAK \ PROPOSED NATIVE PIEDMONT PLLMT MEADOWS (SEE NOTES) \, / o � \\ Ex. Rock Wall \,-Lzr , \\ Myrtle 532 ����� , \ \ CROSS HATCHED AREA DENOTES DISTURBANCE WITHIN THE STREAM BUFFER 53 3 \ / / �L3 AREA = 707.5 SF s / / (2) NYSSA SYL CA - BLACK GUM 524 dogwood / / \ N 534 _ \ ///\ \ \ \ GREEN MOUNTAIN OXWOO 536 53 // / \ \ \ \ ogv / / //�^\ \ \ \ (6 BUXUS X 'GREEN MOUNTAIN'- ameg \ 12" walnut u\ \ GREN MOUNTAIN BOXWOOD ildi g \ 539 540 54i—� �_ �/ o / / / /// \ (4) FOTHE ILLA GARDENII - �� —24" u DWARF HALDER WI 16' ce r 528� \ \ \ �---_ \i ^—8 pla``�5 n Q S // / S3 \\ /�/ O \ 2 12" walnut \ �98 0o � — — �s \ 96 F a 9\B \ \ 15" poplar 548 1�9P \ \ 10" cedar 549 — S 3 \1500 5 `�`�\\ NOTE: 16" poplal 54 \ \ SEE L101 FOR LIMITS OF �� TMP 59-15A / dbl walnut \ � \ 8" poplar — 55= 550 �- �Q s 1.98 Acres \ /// \i • S PROPOSED PIEDMONT p p 5 0 F.y F� \ \ // I \ \ \ \ PLANT MEADOWS /6, walnut \ \ i 50 walnut-- 3 \ 5 \� s�AB�F SEE L501 FOR 8' woln \ 5 9c� \ \ \ \ "/ I \ \ EADOW MIX DETAILS — \ y51 �__ _ _ \ \ \ \ \ \ \ / I S� \ \ \ \\ S� A D ADDITIONAL 554 — — — _ S 3 �/ 52 \ \ \ \ \ \ \ \ \ X, d/ I �J I \ \ PLANTING DETAILS % / cherry \ 314" poplar A \\\\\\\\\S \ / 12w Inut 18"walnut \S>�— 18"walnut c� a I\ I \ \ \ \ \ pp S\ \ 5 d ogw 8\Inut \ alnut \ \ 559— � \ \ \ \ \ ose S • so \ / \ I I I \ \ Sc'8 \ \ — — _ _ \ \ ^ck 1&" walrut \ 9 20�walnut \ 8" walnut \ S \ \ \ I Brick \ \ S60 —� — \ \ \ \ \ tj� SSA s\ \\ . \ // \ Spy \ \ 5° dogw all \ / — \ \ \ \°�\\\\ 1 Story s • \�// h / �1 hemlock \C -'*dbl hemlock O G 5 / ��/ ' < dbl hemlo� v �— I£s 53\ P4M k 7" hemlock tri hock/ 1� hemlock /12" hemlock / I / ,n c1 < 2E I rj 14 1 lock m he I L �- 532 Bra pafip o s \ ,s a J(2) UERCUS IMBRICA IA - SHINGLE OAK \ \ (1) UERCUS RUBRA - _ NO HERN RED OAK HATCHED AREA DENOTES DISTURBANCE WITHIN STREAM BUFFER IMPERVIOUS AREA REMOVED = 224 SF S?S\ \ 0 E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q � z > Z � LLJ w Q Q Q � LLJ m Q CL ILL Z O O U WPO BUFFER MITIGATION PLAN Job Number: 22010 OP U ERIC W. WOOLLEJ A LIC. NO. 370-6 a O� 6-21-2022 �svW �SSrONAL E�Gl Date: April 8, 2022 Revision: June 21. 202, Scale: 1"= 10' 52 \ Sheet No.: C6o I �5 � 10of20 copyright © 2022 by Woolley Engineering !"E.0& "TP R 1000 GALL CAST ON TOP SEAM TANK ✓♦ p 27 MAXIMUM BURIAL DEPTH 3 FT. 1I6 24 ; 4" CLOSED END 41NCH PRESSURE BOOT SEAL SEALS IA57M 1227) AINLET e`�� SIDE VIEW 71" SEPTIC TANK � 55 " WWW.HANOVERPRECAST.COM I —� • 4112" r T '0R 12" NOT TO SCALE 9911 Zl" w 24"�. NOTE: DEEP BURIAL REQUIRED ConSeal CS-102 3/4" MEETS OR EXCEEDS ASTM C-990 MEN 4" CLOSED END BOOT SEAL A, T 923 � OUTLET 53" WEIGHT 12500 LB. INLET AND OUTLET HAVE 4 INCH .`TOP VIEW GXGX10X10 REINFORCING WIRE CLOSED END BOOT SEALS. MEETS �\ 4"PVG COUPLER OR EXCEEDS ASTM 1227 & 923 n NSPEGnOWF+1Rr ON SIDES. TOP HAS #5 REBAR SIDE INLETS HAVE PRESSURE SEALS I' 5000 PSI CONCRETE WITH FIBER NO RUST POLY HANDLES 24"1NCH ROUND FOR SECONDARY REINFORCMENT TAPER MANWAY "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLANC•VIRGINIA. ITIS INTENDED FOR USE BY THOSE DESIGNING WITH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND THE INTENDED USERS WITHOUT EXPRESSED CONSENT OF HANOVER PRECAST INC. IS FORBIDDEN." COPYRIGHT 110VDD12 (804� 798-2336 FAX (804) 798-2339 JANUARY 2015 PAGE 2 1,000 GALLON SEPTIC TANK DETAIL n.t.s. WIDTH VARIES (SEE PLAN) BRICK PAVER EXPANSION JOINT SEE PAVER DETAIL i a° <4 a4 ° 4 4 4 4 r 6" MIN. r 4" MIN. #21A STONE BASE 4 4 a 14" --� COTTAGE STAIR DETAIL N.T.S. L 8" 2' MIN. SEE PAVER DETAIL #3 REBAR (TYP) 6 x 6 - W2.1 x W2.1 WWF NOTE: PRECAST DEEP BURIAL 1000 GALLON MID SEAM PUMP TANK REQUIRED BRING TO GRADE WITH USE SILICONE ADHESIVE E-Z SET POLY RISERS BETWEEN RISER JOINTS JOINT DETAIL MAXIMUM BURI _ +'-- 24"-+— 4Lt DEPTH 241NCHS TOP HALF i OF TANK 11 INLET " ! 12" 4" HIGH PRESSURE T SEALS (ASTM 1 OUTLET I 4" HIGH PREE SSURE MM SEALS (ASTM 1227) i SIDE VIEW ,`�' TANK M HALF OF 69" 11 TANK Con5eal CS-102 1" 54" 49" 53" AMEETS STM OREXCEEDS WWW.HANOVERPRECAST.COM 34" -990 21.64 GALLONS PER INCH' APPROX. WEIGHT i TOP HALF 4,500 LB. BOTTOM 4,500 LB. r � fF 1i�" NOT TO SCALE +OR-10" TOTAL 9,000 LB. 9911 y INLETS & OUTLETS HAVE 4 INCH TOP VIEW HIGH PRESSURE PIPE SEALS „ MEETS OR EXCEEDS ASTM 1227 62 24" E Z SET 6X6X10X10 REINFORCING WIRE (10 PSI) POLY RISER 6000 + PSI CONCRETE WITH FIBER T USE 30" RISER FOR DUPLEX PUMPS FOR SECONDARY REINFORCMENT "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLAND,VIRGINIA. ITIS INTENDED FOR USE BY THOSE DESIGNING WITH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND THE INTENDED USERS WITHOUT EXPRESSED CONSENT OF HANOVER PRECAST INC. IS FORBIDDEN." COPYRIGHT V0112012 (804) 798-2336 FAX (804) 798-2339 WWW,HANOVERPRECAST,COM JANUARY 2015 PAGE 271 PUMP TANK 1,000 GALLON SEPTIC PUMP TANK DETAIL n.t.s. 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 3" BM-25.0 ASPHALT PAVING SECTION DETAIL - DRIVE AISLE n.t.s. SQUARE TAPERED POLYPROPYLENE CATCH BASIN (RISER) W/ U.V. — INHIBITORS. SLOPE NOTE: CONTRACTOR SHALL INSTALL BASIN PER MANUFACTURER'S SPECIFICATIONS. YARD DRAINS N.T.S. SQUARE GRATE 2" SM-9.SA 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 NOTE: THIS DETAIL ONLY APPLIES TO ASPHALT SURFACED PARKING SPACES ASPHALT PAVING SECTION DETAIL - PARKING SPACE n.t.s. SEE STORM SCHEDULE ON SHEET C5.0 FOR GRATE SIZE SLOPE 8' WEEP HOLE IN EACH CORNER CONTRACTOR SHALL COMPACT EACH LAYER OF BACKFILL PRIOR TO INSTALLING EACH EXTENSION RISER 9" SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. VDOT #57 GRAVEL BASE 4" DEPTH SUBBASE SOIL EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ANCHOR BOLT HOLES PER PLAN MANUFACTURER NTS FIXTURE & POLE HEIGHT: (20' Height) HANDHOLE SQUARE ALUMINUM COVER PLATE W/ TYP. GALVANIZED ANCHOR BOLT GROUNDING LUG #8 BARE GROUND 6 #6 VERTICAL REBARS WITH WIRE IN i/z" HEAVY #3 TIES 12" O.C. WALL P.V.C. CONDUIT (EXCEPT @ 3" O.C. FOR TOP 2 TIES) 3� FINISHED GRADE t iIr I. BACKFILL AND SEED r 2'-10" ,• TYP. 3'-6"' INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 5/8" X 8' COPPER -CLADS GROUND ROD ROUND NOTE: MIN. 3'-6" MIN. EMBEDMENT IN ZONE OF UNDISTRUBED ORIGINAL SOIL OR 3" TYP. CONTROLLED COMPACTED FILL. ALL SIDES CONCRETE SITE LIGHT PEDESTAL N.T.S E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z 0 z Q W J LU Q Q Q W m Q CL LL 0 rr�^^ i H Z Oo U GENERAL DETAILS Job Number: 22010 oERIC W. WOOLLE; A LIC. NO. 37088 L o 6-21-2022 G ►TONAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10, Sheet No.: copyright © 2022 by Woolley Engineering C700 1 1 of 20 CP/) I / � nj NO —525 -04' 0„ _ 80' 250 f / 255 Paved I CQ) ��� I \ u I I s \ , C��S I / I AZ AVING AT ENTRY.` IL DRAWINGS: 10 / I / / 1 ° / I \ -G-3 CONC. CURB. F OK CURB SHALL BF FLUSH W Tl l \ / / 1 SEE \ CIVIL PLANS. ADJACENT ASPHALT AND BRICK PAVEMENTS SEE ELEVATIONS ON CIVI ' CURB TRANSITIO \ / 02 \NOW��......._ v / J / PKG. SPACE ARB L500 BRICK PAVERS SA DELINEATED BY AVER COLOR; i INLET TOP=522.00 SEE CIVIL S� BRICK PAVERS VEHICULAR A- FRCH STAIRS, SEE _ ` \ L`1 \ IfI�� � / I _ EXISTING TREE TO R�fdPIN — O ARCH. DWGS. O \ i O \ 1/ / // ` \ Z6" R L06 OOD E LOS6RE/FOj HVAC — / TA SEE h 4'_0„- )ki H DWGS,_ / ��/ CID/ IZ � / LIM S OF VEHI ULAR 6 \ 06 2'-6" �� / BRIC PVMT. \ WOOD ENCLOSURE FOR HVAC I /I / L 500 1- \ co A- Inj SEE ARCH PLANS FOR ALL BLDG. LANDING G� � ❑ � !o / BRICK S IRS WIT \ 52 DIMENSIONS AND ELEVATIONS, TYP. / MET L ILIN S + \ C.L. OF WALKS THE COTTAGE DS TAVERN 524.65 DOOR CONFRMSILL ALIGN WI HC.L OF DOOR / / I ❑ ACTUAL FIFE OF FRAMES, TYPICAL FIFE EXISTING PORCH=527.60 HYPHEN BLDG. CONTRACTOR SHALL CONFIRM / 02 02 ALCULATED AS L500 BRICK PAVERS -SAND SET BRICK PAVERS -SAND SET L500 526.40 5-0" ❑ ALIGN C.L. OF WALKS S2 DOOR DING, S E - 7.10 WITH C.L. OF DOOR +5 - -+ - 26.15 ARCH. D ADA VAN PARKING SIGN. OO FRAMES, TYPICAL 01 / / I MOUNT ON 4" CEDAR ADA ACCESSIBLE ALIGN \ .EDGE OF LA' IN / 526.10 SEE EDTL. DS 61 05 \ POST. TO THISSDOORIDED j + —AiIGN AREA. SEE / ✓ / /� \ / 6, 6„ \ / - 5. 5 PLAN PLAN 4'-0"Ln PATH S SHOWN BY THE SURVEYOR — — — — — 4' �a \ REPRESENTS TOP OF THE PLAN ASSUMES THE FIFE / P10'-2" / / / — \ `r%`e` \ LANDSCAPE \ I \ SUB -FLOOR. / \ 526.30+ 3 \ ACTUAL FIFE OF ADDITI 3 0"S\ \ \ PAVEMENT K E Y O / / / \ \ \ \ 7, „ \ CALCULATED AS 526.62 J= / / / / \ \ �6 'SF 1 \ /� / 33'-0" .95 ALIGN / \ \ PR P SED 0 \ LANDSCAPE LIGHTS. SEE ALIGN C.L. OF WALKS _ -AUG / CIVIL PLANS, TYPICAL. \ WITH C.L. OF DOOR / KO OND m BY T IRS � \ FRAMES, TYPICAL o / � 9 \ SECRET GARDEN PROPOSED SAND SET BRICK PAVERS EXISTING BRICK PATIO 5 1 I I C-) \. ':. 04 TONE DUST PATH L500 S 3' WIDE WESTERN RED CEDAR \ — / I WOOD STAIRS. SIX (6) 8" RISERS /Qj WITH 12" TREADS. BUILD LANDING �— \ OVER TOP OF WALL. BY OTHERS. \ SAND SET�RICK S 1 O EXISTNIG STONEWALL PAVERS N / I✓ �� h \ ` \ \ \ \ \ \ Ull \\ \ RO TO REMAIN, TYPICAL \ — — — — ` \8 0 4 \ \ I \ \ \ \ 0 VOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-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 WPO/VSMP PLAN AMENDMENT Q Z > z QLU E __J LU Q Q Q � LLJ m ~ � Q C� CL� LL 0 Oo � U Job Number: 22010 o!5:tiNLTH 6; : n G U DAVID E ANHOLD 9 Lie. No. 00311 ti 9� Lm4 ne 21, 2022 PEAR Date: April 8, 2022 Revision: TUNE 21, 2022 Scale: 1/8" = 1'-0" Sheet No.: L 100 12 or zo copyright 0 2022 by Woolley Engineering LANDSCAPE CALCULATIONS AND NOTES CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' Plantings shown on this Sheet are required by County regulations and ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT will also provide Owner desired site screening. These plantings will be MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. CUP installed as a basic part of the MSPA and WPO plans. Any other project 7• IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE --------- ma be installed at the discretion of the Owner. See Sheet plantings Y SCHEDULE &THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS. L102 for all optional plantings. 8. TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH EXISTING SPECIMEN TULIP I. STREET TREES QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND REQUIRED STREET TREES = 153 LF / 35' = 4 TREES ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. THE POPLAR TO REMAIN PROVIDED STREET TREES = 4 TREES PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER --- --- 2. PARKING AREA TREES 9. CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING INTERIOR TREES REQUIRED = 10110 - 1 TREE BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN O O INTERIOR TREES PROVIDED = 4 POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO / O 0 "' \ PREPARE THE PLANTING AREA. ;j O 0 0 O 0 PROPOSED NATIVE GRASS \ 3. PARKING AREA LANDSCAPING: AND WILDFLOWER AREA REQUIRED = 4038 SF PAVEMENT X 5% = 201 SF 10. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND % O 0 O 0 \\ AREA PROVIDED = 2,465 SF HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. j / % O O 0 0' \O O--- / / O 0 O}t-0 O O _---- M 7� V_; 4. CANOPY REQUIRED = 47062 SF SITE AREA X 10% = 4706 SF 11. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT /' �.. _- -- \ / i O 0' Q - c CANOPY PROVIDED = 35,040 SF = 40.6% AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. % O O 0 0 _� v 5. STREAM BUFFER MITIGATION CALCULATION 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND / \� O 0 O TINC GO 0 O 0 0 �OD \ RTE 2 Q O O O 4p0 0 -�W J�0 UNITS REQUIRED = 7.5 HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING O O O 0 O 0 EO 0 CANOPY TREES REQUIRED = 8 ANY CONSTRUCTION WORK. O O O O 0 Q 0 0 0 0 O �� o O O O O -----� /I / CANOPY TREES PROVIDED = 8 - " �G I CAR __-� vv 13. THE PLAN SHOWS THE FOLLOWING: A) PLANTINGS TO MEET MINIUMUM A UNDERSTORY TREES REQUIRED = 14 ALBEMARLE COUNTY SITE PLAN AND ARB REQUIREMENTS, AND B) Da 0 0 O O O O O 0 0 �`��O _-_ -5� 0 D UNDERSTORY TREES PROVIDED = 18 0 O O 0--___0 -O O O \ O V ��Q O O �J OPTIONAL PLANTINGS THAT ARE IN ADDITION TO COUNTY � T SMALL SHRUBS REQUIRED = 21 REGULATIONS. ALL COUNTY REQUIRED PLANTINGS WILL BE INSTALLED 0 0 O 0 0 0 O 0 0 0'' O O 0 O p O O O O 0 0 O O O SMALLSHRUBSSHRUBS PROVIDED = 21 DURING SITE PLAN CONSTRUTION. HOWEVER, BASED BUDGETS AND \� 0 O 0 0 0 0 O O O O PIEDMONT MEADOW IN MITIGATION AREA = .03 ACRES PHASING STRATEGIES, THE OWNER RESERVES THE RIGHT TO INSTALL OR / 09J O O O O o%' OO O O O - _ -O _ P 6. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AMENDMENT. ST0 0 0, 0 b 0 ff, O "O 0 O + \ Eqt �n TO NOT ALL ALL OPTIONAL PLANTINGS AS A PART OF THIS SITE PLAN 0 0 O OO O O O \ / AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY 0 0 O TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ALL LANDSCAPING O 0 O 0 O O O� O EA0 0 0 0 0 O AND SCREENING SHALL BE MAINTAINED IN A HEALTHY �' STR�TdT� O O O O O O O A O o i 0 0 0 0 0 0 0 0 J - / 0U0 O 00 0000 O CsrOEr�3 000 OO�OO ono 6 0 0 0°o E N o°c°o O 0 a O O 0 0 O O O " 0 ,/ i•/ � O� I � �' O O O 'O O� �.00U000 O 0 Q� 0 O O 0 0 O O O O O O O /S 0 0 O O O O O O T®R AN O O 00 O %LE 0U0�000�0 00000 - 000 0 0 O O CAE' O O O O O O O 0 O 0 0 00 0 _,_ - _0 0- 0_D_01.0_0_D_0'.SD_O A-,0 Q BS ALL EXISTING TREES IN THIS AREA TO REMAIN. /-------- Z % 1 % % / j / I I i / i I QJ / i THE COTTAGE 0 ti 5 EXISTING BRICK PATIO N Rock EXISTING KOI POND O DS TAVERN ]I.*.,M .1.-�.,-fir • 1- • WLIMITS _ G� OF l♦ MULCH BED STREET TREE,•`� Ili+�\II,�1■■■l'fu►.®\► �- I,ii►1`.�JI��;�■II■► :Eiill Icy,,.. ► a usamo■■aM- 0 ■Il■■■■■rls■mil■r ■■■■■■ onImmoommoommo '■■■■I%11■■■■■� ` r \ NommoFNJEEEE '■M■■■■■■■■F �►III■■M Nor `\o�.■I 11111 If \ \ \ \ IjI111L11i1111j1jI1VIVVIVjIE'IIV�Ii U�•` 1 IIIIIIIIIIIIIILI�� \ .� ` I1j11 \ IIjIL\.` 1'lllllll � 1111j11 III1111111j111IIIIIIIIIIIIIIIIII IIIIIIIIIIII IIIi '1`1111�IIIIIIIjllllllllj�lljlllllllp A.w.��.�i�■■ill►■■riiir�� 1 _ � �, lliiiall[liiJ■■■Itt�■!/_�tiG�llll►.:� / \ / 8 BGM /V� 4 FGG Te 6BGM� ?/ / EX. HVAC WITH SCREEN FENCE i1I STREAM SETBACK LINE �.. 011 C; o, / / / � I U - --- ---- / / /10 ------- -- -- ° 5 29 S30 r \ / 0 3 - 101 M to S Le DRIVEWAY A MOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooHey-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT Q Z > z Q)LLJ 1! J W Q Q Q V � Ly 1 � Cm/ CL \ LL 0 O � OL O PLANTING PLANTING KEY + PLAN + PROPOSED DECIDUOUS TREES Job Number: O PROPOSED EVERGREEN TREE/SHRUB 22010 ALTH 0 ° EXISTING DECIDUOUS TREE U DAVID T. ANHOLD Y EXISTING EVERGREEN TREE / SHRUB r Lie. No. 00311 ti June 21, 2022 ��C? C PE AR C PROPOSED HERBACEOUS PLUG BEDS Date: April 8, 2022 + PROPOSED LAWN Q Revision: 6/21 /22 °°000 PROPOSED NATIVE PIEDMONT °°O°O PLANT MEADOWS PROPOSED PLANTING BEDS PROPOSED ELLIPSE BED Scale: PROPOSED KOI POND BEDS Sheet No.: 0 4 8 L101 3 of 20 copyright 0 2022 by Woolley Engineering AA - �0 /Q,/ / EX T4 G SPECIM TULIP \ / POPLAR T __ \ 0 PROPOSED NATIVE GRASSY 0 0' o�AND WILDFLOWER o d\ MEADOWS o/ o o\ In o o TIN RAM oI o 000000 0 oO 0 _ g�; 50 o ° o_ o o ° o o ° ° 0 ---° o ° o o \`------- -------------- 0 �V 0 ' ° / O 1 ° o ° o ° o ° o O, o ° o o ° o.°-c�---0 ------ 255, ROAD / // 000 O 0 0--- OHO O° O°�-' O °O°O O ----- - \ \ 4c / o O O O o �- O O- Q , O O k O O O O O °O°°O ° ° P �J O o O' O O O 00,000 0000 O 00�-� - 6" Ll O O 0�0000000 O o k -- O �OOOODO O O O x\ o/ O O O o k / o /O O O 1 t O O -- Al O O x x x /00 O PLI� 000 O O 0 00 0 vIN � kO O R O 000°00k - 00 �0000/000 / '0O O O O O O O O0O Q o DO�/Q O / o O IW) I a oo 'b /O O O O O O,/ O O O O / / / O � 9 O () O � O �O O O o/ O O O O o O C9 /' o oo o o 0 0/ o O O O O O O O O O O O O O k x'I x x O'`Td AII 0 O O O O O O O Q O O O ® O o � o; O/ Q,O / Ar ALL EXISTING TREES IN THIS AREA TO REMAIN. \ --J ll / Z x x SED HE, ING AREA k 31 7�, 5 FGG 6 BGM 3 FGG 3 FGG i E ?I 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 WPO/VSMP PLAN AMENDMENT Q n� W Z Te \�.l Z Q) LLJ J LJJ Q Q Q � LLU <W/ I � LL O J � O U OPTIONAL SUPPLEMENTAL PLANTINGS Job Number: 22010 �"N TH 0 , U DAVID T. ANHOLD 9 r` Lic. No. 00311 9rJ June 21, 2022 �w �scAPE AR- _08./ o .'. �/ / I ' r / ' '` PROPOSED HERBACEOUS PLUG BEDS Date: May 27, 2022 Revision: PROPOSED LAWN 6 VAC B� /�/ S�� + + 6/21/22 /0� r /2 0 0000o PROPOSED NATIVE PIEDMONT PLANT MEADOWS x x xx MIXED BULBS C�S,xCV,x x x x x 2 PJV 1 - 52 ' ' ' ------ 29 PROPOSED PLANTING BEDS AN1 D MA x x x �rt_ x x x x x x x x x �` x x x x x x x x x x x x/ x x x x xx x7N' �'177 ' 55 ARD S-O PROPOSED ELLIPSE BED �• x x x / PROPOSED KOI POND BEDS ® - Rock N,/al! .2 PBD \2 _ � \I l x x x 2 PMA` 1 /8" 1, 0„ EXISTING x x x x x x � • : `.: ,! l 100 ANC, o Sheet N HEMLOCK x x x CA, 23 DM, AND 50 x x x PLANTED 12" OC PLANTED 12 O ee o.: -- SCREEN TO LAWN AREA x x x x x SC, MIXED, PLANTED 6 - REMAIN n x - 18" O.C. IN SPECIES ALONG GROUPS OF 5 -10 ock %6� S WALL. ALL GRAVEL nl g3 R PATHS ARE OPTIONAL. \ / ARD ;w� I CHV Y' Aff k Al001 la / r � / --- EXISTING TREE 411 TO REM AIN _ / I � I 37 I I r l�� l`^ l`� t`^ l` J ��q ":L-i' iY ..r ,-� ..� ... I/� // ° Cb ' II IV/ ' 20CA, y'DM{ ini - PLANTING KEY 101SC r1IXED r� `\ + / =� - 2 P- -- THE COTTAGE DS TAVERN I FC - / \ I F ypM -6 RO + PROPOSED DECIDUOUS TREES '� ❑ 15 CA, 5 DM, AND 10 4RO ��� � 3 PM SC, MIXED, PLANTED 6 ��--yy 18" O.C. IN SPECIES 2 VAC % ~* 0 A \ PROPOSED EVERGREEN TREE SHRUB 125 DM AND 125 CA, PLA TE GROUPS OF 5 -10 68 NC, 524 :. ---- PLANTED 12" + 4 IN SPECIES GROUPS OF 5-I "'MRS, _ _ 1 + + EACH PLANT 6-12' O �/� �� 41 OC .., - =aI ° P I /' ° EXISTING DECIDUOUS TREE At �—� + �+ p 3 PKiE S i 4 HB 34 A AfEJ4 11 1 IL 3 PMA x , -, x xx x xx x xx x x xx x x xx x v x x 7 HV- x x x A xx10dV x x x x xx x x x xx x�,xx x xx 108 ANC, - x x x sf �tC*T 9ARbEN x\ x x x x x x x x x x PLANTED 12„ OC I' FLOVVEIt LA" P�RE`A, x x +v SlEED1EIJ WITH TURIF x x x\ xILL x x x\ x x x K r�r% 'N x i G; / � I ' EXISTING BRICK PATIO / / xxx xxxx x xx x x x x xGftA S A PEA TAD x x, x x x x xV�TRR)ANDdMLY PC ---MP, PR P SED KO OND BY T IRS 24 AL NTE + + + o-------- 12" O + LAW�,�R I i EXISTING EVERGREEN TREE / SHRUB + I+PA+ + + e m ----- I + + + \ V + + + OC 3 BGK-- II A 0 4 8 16 5 / o CEO II n 3 P O, ' O L 102 14 of 20 copyright 0 2022 by Woolley Engineering BRICK PAVERS WITH SAND SWEPT JOINTS. TRYON HAND MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL SELECTION BY OWNER & ARCHITECT. 1" SAND SETTING BED 5" CONIC. BASE WITH 6X6 W1.4/1.4 WWM SURE -LOCK 16" THICK COMMERCIAL ALU:;O.C.7 ING. FASTEN TO CONC CIS �' N a 4 (o VDOT 21A AGGREGATE, COMPACTED AT 100% UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR PATTERNS AND LAYOUT INFORMATION. BRICK PAVERS — VEHICULAR BRICK PAVERS WITH SAND SWEPT JOINTS. TRYON HAND MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL SELECTION BY OWNER & ARCHITECT. 1" SAND SETTING BED SURE -LOCK 16" THICK COMMERCIAL ALUMINUM EDGING. A3622M OR APPROVED EQUAL. SECURE WITH $" X10" SPIRAL STEEL SPIKES @ 12" O.C. N 6„ ,I/. FIN. GRADE 4" VDOT 21A AGGREGATE, COMPACTED AT 100% UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR PATTERNS AND LAYOUT INFORMATION. BRICK PAVERS — SAND SET 1"=1'-U.. L� 1"=V-1)" VEHICULAR BRICK PVMT. SEE DTL 2'EXPANSION MATERIAL WITH CAULK VDOT CG-3 IN BACKGROUND FOR CLARITY FLUSH CONCRETE CURB VEHICULAR ASPHALT PARKING AREA 7 PAVEMENT SECTION. SEE CIVIL DTLS. WON99w �a UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR ELEVATIONS. FLUSH CONCRETE CURB 1 "= 1'-0" �M M 4X4 POST. SEE PLANS FOR LOCATIONS. — 1 X 4 FRAME — 1 X 4 FRAME O v WOOD LATTICE AS SHOWN. 1 X 4 FRAME BRICK PAVERS WITH SAND SWEPT JOINTS. SEE DTL. $" EXPANSION MATERIAL WITH CAULK VDOT CG-3 CONCRETE CURB, SEE CIVIL FOR EXACT LOCATIONS VEHICULAR ASPHALT PARKING 7' AREA PAVEMENT SECTION. SEE CIVIL DTLS. ° v UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN BRICK PAVERS WITH CG-3 CONCRETE CURB 3/16" X 6" STEEL, COMMERCIAL EDGING FROM COL -MET OR APPROVED EQUAL. BLACK POWDER COAT FINISH. FLUSH WITH TOP OF #10 STONE DUST 1"#10 STONE DUST FINISHED GRADE VARIES, SEE PLANS VARIES. SEE PLANS �� III III v 4" VDOT #21A AGGREGATE AT 100% COMPACTION. LANDSCAPE FABRIC, CONTINUOUS BELOW STONE 100% COMPACTED SUBGRADE 16" X 10-GAUGE STEEL TESTED & APPROVED BY OWNERS STAKE FROM COL -MET. GEOTECHNICAL ENGINEER BLACK POWDER COAT FINISH NOTES: 1. STEEL EDGING SHALL BE INSTALLED ALONG THE EDGE OF ALL GRAVEL WALKS AND SEATING AREAS THAT ARE NOT CONTAINED BY AN ADJACENT PAVEMENT OR BY ANOTHER HARD EDGE. 2. LANDSCAPE FABRIC SHALL BE PERMEABLE, SPUN BONDED, TYPAR LANDSCAPE FABRIC OR APPROVED EQUAL. STONE DUST WITH STEEL EDGING FACE IF PROPOSED KOI POND WALL BY OTHERS. SITE CONTRACTOR SHALL COORDINATE ALL SITE AND LANDSCAPE WORK 3„ WITH THE POND CONTRACTORS WORK. BRICK PAVERS SHALL BE BONDED TO CONCRETE AND 12„ ACO BRICKSLOT. CONTRACTOR TO PROVIDE SHOP DRAWING. TRIM BRICK THICKNESS AS REQUIRED. SEE PLANS FOR BRICK PATTERNS AND LAYOUT. ACID RECOMMENDATION IS TO FIX OR BOND £ PAVER TO BRICKSLOT CD£ I u 81 L� -----SEE NOTE 4 TYP. SLOPE TO SLOPE TO DRN. BRICK PAVERS SAND SET. SEE BRICK DETAIL. SEE ,104 PLANS FOR BRICK PATTERNS AND LAYOUT. < CONIC. ENCASEMENT d d 4 AND INFILL. e C-77A 4' 1100m , °d a - \/ //\// A a /\ NOTES: SET POSTS IN 8" DIA. 1. ALL WOOD SHALL BE NO. 1 GRADE, KILN DRIED CONCRETE FOOTER. WESTERN RED CEDAR. 2. ALL WOOD SHALL BE JOINED AND FASTENED WITH COATED, EXTERIOR RATED WOOD SCREWS. 3. ONE SIDE PANEL SHALL BE REMOVABLE FOR HVAC EQUIPMENT ACCESS. WOOD ENCLOSURE FOR HVAC 1"=1'-0" s Will of WW M 263-44A) "" Pa N .-.- " " .-.- EXISTING EXISTING TREES TO WOODLAND TO REMA TYPICAL , REMAIN _ k r o; m �i EXISTING TREES TO ` +' REMAIN, TYPICAL —. - 0 20 40 80 w EXISTING TREE CANOPY EXHIBIT Nib 4' 1100mm] 4' 1100mml NOTES, 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAYBE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8' C3mml ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS. 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. BRICKSLOT TRENCH DRAIN SPECIFICATION CLAUSE K100 KLASSIKDRAIN W/BRICKSLOT 100 HEEL RESISTANT - LOAD CLASS A GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K100 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AND BRICKSLOT AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% FROST PROOF YES DI LUTE ACID AND ALKALI RESISTANT YES 8117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (100mm) NOMINAL INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL WIDTH. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION HALL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. BRICKSLOT SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. CHANNEL AND BRICKSLOT SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. THE BRICKSLOT GRATING SYSTEM SHALL HAVE AN OVERALL INTERNAL WIDTH OF 0.88" (22.35mm) WITH TND 0.31" (8mm) SLOT OPENINGS AND WITH A 0.25' (6.35mm) TAPERED BAR BETWEEN THE TWO OPENINGS TO PREVENT DEBRIS FROM BEING TRAPPED. THE BRICKSLOT GRATING SYSTEM ADDS 3.27" (83mm) TO THE OVERALL HEIGHT OF THE K100 SYSTEM L�L�LJ 0 MOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434)973.0045 www.WooHey-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT \^� `� W Z I'1 zW LU J LU Q Q QL�U/� LJ..I _ I � ILL O OL O U SITE DETAILS Job Number: 22010 A0 DAVID T. ANHOLD 9 i�A Lic. No. 00311 1- '7 June 21, 2022 �w �SCAP E AR - Date: April 8, 2022 Revision: 6/21 /22 Scale: As Noted Sheet No.: copyright 0 2022 by Woolley Engineering L500 15 or 20 STAKE TREE WITH (2) TREATED 2" TREE STAKES (8'-0" LENGTH) "ARBORTIE" OR EQUAL TREE TIE MATERIAL (1" WIDTH). NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 3" DOUBLE SHREDDED HARDWOOD MULCH, DO NOT PLACE AGAINST TRUNK ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING r i� c V 2.5 X ROOTBALL DIAMETER MINIMUM DECID TREE PLANTING DETAIL 1/2" = V-0"_XREF PROPERTY TREE CANOPY CALCULATION PROPERTY AREA (SQ. FT.) 86,249 COUNTY REQUIRED SITE CANOPY @ 10% 8,625 EXISTING CANOPY PRESERVED (SQ. FT.) 31,078 PROPOSED REQUIRED CANOPY (SQ. FT.) 3,962 TOTAL CANOPY PROVIDED (SQ. FT.) 35,040 TOTAL PROPERTY CANOPY PROVIDED 1%) 40.6% v SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE T DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO / AVOID OVEREXCAVATION County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-I11-297 for complete specifications) 1. The following items shall be shown on the plan: 63 Trees to be saved; ® Limits of clearing (outside dripline of trees; ?Saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markines- ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: RI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storaee: 63 Heavy equipment, vehicular traffic and storage of construction materials including SQ_ll*all not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: RI Such devices shall not adversely affect trees to be saved. 6. Fires: m Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: m Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 63 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: RI When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: is When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Ia Protective fencing shall be the last items removed durft-3, 4P final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1',1 DRIVE STAKES AT ROOTBALL EDGE 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL CIS TAVERN PLANT SCHEDULE - COUNTY REQUIRED & SCREENING PLANTING (SEE SHT. L101) QTV SYM BOTANICALNAME COMMONNAME SIZE ROOT SPACING NOTES CANOPVEACH CANOPYTOTAL CANOPYTREES NYSSASVLVATICA BLACK GUM 31/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 181 362 QUERCUS ALBA WHITE OAK 21/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 423 423 QUERCUS IMBRICARIA SHINGLEOAK 21/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 137 274 =2N QUERCUS RUBRA NORTHERN RED OAK 21/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 424 424 QUERCUS RUBRA STREET TREE NORTHERN RED OAK 31/2"CAL B&B IASSHOWN WELL FORMED, SINGLE STRAIGHT LEADER 541 1623 3206 UNDERSTORVTREFS 1 CAR CARPINUSCAROUNIANA AMERICAN HORNBEAM 11,/2"CAL. B&B AS SHOWN WELL FORMED, SINGLE LEADER 129 129 3 CHV CHIONANTHUS VIRGINICUS FRINGETREE 6' HT B&B AS SHOWN MATCHED, SINGLE LEADER 125 375 22 JV JUNIPERUSVIRGINIANA"BURKH" 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 FOTHERGILLA GARDENII DWARF WITCH ALDER 7 al. ICONT. AS SHOWN IMATCHED GRASSES & FORBS 500 CA CAREXALBICANS WHITE TINGED SEDGE PLUG CONT PLANTED MIXEDWITH CLAND DM, IN CLUMPS OF STO 10 350 CL CHASMANTHIUM LATIFOLIUM 1NORTHERN SEAOATS PLUG CONT PLANTED MIXED WITH CA AND DM, IN CLUMPS OF STO 10 350 DM DRVOPTERIS MARGINALIS MARGINALWOOD FERN PLUG CONT PLANTED MIXED WITH CLANDCA, IN CLUMPSOF STO 10 36 HF HEMORACALLIS FULVA'OLD FASHIONED ORANGE'OLD FASHIONED ORANGE DAYLILY GAL CONT ASSHOWN CIS TAVERN PLANT SCHEDULE -OPTIONAL SUPPLEMENTAL PLANTING (SEE SHT. L102) CANOPY CANOPY CITY SYM BOTANICALNAME COMMON NAME 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 GHT B&B AS SHOWN 113 791 1 PA PRUNUS AVIUM'WHITE GOLD' WHITE GOLD SWEETCHERRY 8'HT B&B AS SHOWN STANDARD ROOT STOCK 87 87 1253 SHRUBS 28 BGM BUXUSX'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 30"HGT. B&B AS SHOWN FULL WELL FORMED 1 FC FICUS CARICA'BROWN TURKEN FIG 11 FGG FOTHERGILLA GARDENII DWARF WITCH ALDER 5gal. CONT. T-TO.C. FULL WELL FORMED 31 IV ITEAVIRGINICA'SPRITCH' LITTLE HENRY ITEA 5gal. CONT. AS SHOWN FULL WELL FORMED 8 VAC VACCINIUMASHEI X CORYMBOSUM SUNSHINE BLUE DWARF BLUEBERRY 5gal. CONT. AS SHOWN KITCHEN GARDEN 24 ALL ALLIUM SPAEROCEPHALON DRUMSTICKALUUM 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 1GAL CONT. AS SHOWN HERBACEOUS BEDS 225 ARD ASTER DIVARICATUS WHITEWOODASTER PLUG CONT. 12"O.C. 135 CA CAREXALBICANS WHITE TINGED SEDGE PLUG CONT. 1T O.C. 39 DM IDRYOPTERISMARGINALIS MARGINAL WOOD FERN PLUG CONT. 24'O.C. 79 HBW HEUCHERA'BRONZE WAVE' BRONZE WAVE HEUCHERA PLUG CONT. 12"O.C. 70 SC SANGUINARIACANADENSIS BLOODROOT PLUG/BAREROOT CONT. 61O.C. ELLIPSE & KOI POND 323 ANC ANEMONE CANADENSIS CANADAANEMONE PLUG CONT. AROUND PEONIES, 1211O.C. 125 CA CAREXALBICANS WHITE -TINGED SEDGE PLUG ICONT. AROUND PEONIES, RANDOMLY MIXEDWITH DM, 6-12"O.C. AROUND PEONIES, RANDOMLY MIXEDWITHCA, 6-12" O.C. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 125 DM DRYOPTERISMARGINALIS MARGINAL WOOD FERN PLUG CONT. 8 PMA PAEONIA LACTIFLORA'MISS AMERICA' MISSAMERICA PEONY GAL CONT. 5 PBD IPAEONIA LACTI FLORA'BRI DE'S DREAM' BRIDE'S DREAM PEONY GAL CONT. 3 PKK I 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 CROCUSVERNUS VERNALCROCUS BULB 150 CDs CHIONODOXA SARDENSIS GLORY OF THE SNOW I IBULB 50 MA MUSCARI ARMENIACUM GRAPE HYACINTH I IBULB PLANT SCHEDULES L501 NTS FINSH GRADE PLANT ROOTS TC BE STRAIGHT � UNDAMAGED Bl INSTALLATIOP MINIMUM BURIAL, 5" INTO SOIL PLAN VIEW SECTION VIEW PLUG PLANTING DETAIL L501 NTS 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP s OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING TRIANGULAR SPACING ROOT CROWN LEVEL WITH OR JUST ABOVE FINISH GRADE MP FIRMLY IELIMINATE 2 POCKETS IN IIL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DS TAVERN SEEDING SCHEDULE ERNST CONSERVATION SEEDS PARTIALLY SHADED ROADSIDE MIX -ERNMX-140 PERCENTAGE/I BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 49.70 % Schizachyrium scoparium Little Bluestem Fort Indiantown Gap -PA Ecotype $16.22 16.80% Elymusvirginicus Virginia Wildrye PA Ecotype $10.14 9.00 % Echinacea purpurea Purple Coneflower $43.20 6.50 % Elymus hystrix Bottlebrush Grass PA Ecotype $30.20 3.50% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00 % Heliopsis helianthoides Oxeye Sunflower PA Ecotype $33.60 1.30 % Zizia aurea Golden Alexanders PA Ecotype $96.00 1.20% Pycnanthemumtenuifolium NarrowleafMountainmint $168.00 1.00% Penstemon digitalis Tall White Beardtongue PA Ecotype $168.00 0.90% Tradescantiaohiensis Ohio Spiderwort PA Ecotype $192.00 0.60% Liatris spicata Marsh Blazing Star PA Ecotype $252.00 0.50% Baptisiaaustralis Blue False Indigo Southern WV Ecotype $96.00 0.50% Geum canadense White Avens PA Ecotype $192.00 0.40% Asclepias tuberosa Butterfly Milkweed PA Ecotype $312.00 0.40% Asterlateriflorus Calico Aster $336.00 0.40% Aster macrophyl lus Bigleaf Aster PA Ecotype $336.00 0.40% Monarda fistulosa Wild Bergamot Fort Indiantown Gap -PA Ecotype $96.00 0.30% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.30% 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% Solidagojuncea 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 $384.00 100.000/0 MIX PRICE/LB $37.40 Seeding Rate: 20 Ibs/acre with 301bs/acre of a cover crop. For a cover crop use either grain oats (1 Jan to 31 Jul) or grain rye (1 Aug to 31 Dec). VA Northern PERCENTAGE • 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 % Elymusvirginicus Virginia Wildrye PA Ecotype $10.14 3.20% Coreopsislanceolata LanceleafCoreopsis $28.80 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 0 2.00 / Chamaecrista fasciculata Partridge Pea PA Ecotype YP $ 7.20 1.20% Pycnanthemumtenuifolium NarrowleafMountainmint $168.00 1.00% Asclepias tuberosa Butterfly Milkweed $312.00 1.00% Chamaecrista nictitans Sensitive Pea NC Ecotype $57.60 1.00% Heliopsis helianthoides Oxeye Sunflower PA Ecotype $33.60 0.70% Eragrostis spectabilis Purple Lovegrass Fort Indiantown Gap -PA Ecotype $240.00 0.60% Aster lateriflorus Calico Aster $336.00 0.60% Aster pilosus Heath Aster PA Ecotype $264.00 0.40% Monarda fistulosa Wild Bergamot Fort Indiantown Gap -PA Ecotype $96.00 0.40% Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30% Monarda punctata Spotted Beebalm FL Ecotype $312.00 0.30% Penstemon canescens Eastern Gray Beardtongue WV Ecotype $480.00 0.30% Penstemon laevigatus Appalachian Beardtongue PA Ecotype $336.00 0.30% Solidago nemoralis Gray Goldenrod PA Ecotype $264.00 0.30% Tradescantiavirginiana Virginia Spiderwort Southeastern PA/Northern VAbl $480.00 0.20% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.20% Oenotherafruticosavar. fruticosa Sundrops $360.00 0.10% Solidago bicolor White Goldenrod PA Ecotype $240.00 100.00%1 MIX PRICE/LB $35.26, Seeding Rate: Seed at 20lbs/acre with a cover crop. For a cover crop use one of the following: grain oats (30lbs/acre; 1Jan to 30 Apr), brown top millet (10lbs/acre; 1 May to 31 Aug), or Grain Rye (30 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% Elymusvirginicus VirginiaWildrye Madison -NY Ecotype $10.16 17.00 % Sorghastrum nutans Indiangrass PA Ecotype $16.83 16.90 % Schizachyrium scoparium 'Camper' Little Bluestem 'Camper $17.97 16.00 % Andropogon gerardii Ecotype Big Bluestem 'Prairie View' -IN Ecotype $11.70 10.00 % Panicum virgatum Switchgrass NJ Ecotype $14.31 5.00% Chasmanthium latifolium River Oats WV Ecotype $96.00 5.00 % Panicum rigidulum Redtop Panicgrass PA Ecotype $57.60 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 1.20% Asclepias incarnata Swamp Milkweed PA Ecotype $177.60 1.00% Chamaecrista nictitans Sensitive Pea NC Ecotype $57.60 0.50% Helenium autumnale Common Sneezeweed Northern VA Ecotype $216.00 0.50% Heleniumflexuosum PurpleheadSneezeweed VA Ecotype $144.00 0.40% Aster puniceus PurplestemAster PA Ecotype $432.00 0.40% Eupatorium perfoliatum Boneset PA Ecotype $192.00 0.40% Solidago rugosa Wrinkleleaf Goldenrod PA Ecotype $264.00 0.40% Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30% Eupatorium fistuIosum Joe Pye Weed PA Ecotype $273.60 100.00%1 IMIX PRICE/LB 1 $29.93, 20lb per acre Riparian Sites MEADOW SEEDING SCHEDULE NTS 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALLSHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTS IN OFFSET GRID UNLESS OTHERWISE SHOWN ON PLANTING PLAN 0 W OOLLEY 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 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT n` Q W Z / n W / LLJ UJ Q Q LLJ Q m I- QL Q V) LL 0 Z 00 U PLANTING SCHEDULE & DETAILS Job Number: 22010 TH OF DAVID T. ANHOLD 5 Lie. No. 00311 June 21, 2022 �CAPE 10 Date: April 8, 2022 Revision: 6/21 /22 Scale: As Noted Sheet No.: CONSERVATION PLAN CHECKLIST NTS copyright © 2022 by Woolley Engineering SHRUB PLANTING DETAIL L501 NTS HERBACEOUS PLANTING DETAIL L501 NTS L501 16of20 E E 0 EROSION AND SEDIMENT CONTROL NARRATIVE DS Tavern WPO/VSMP Amendment: Erosion and Sediment Control Plan The County of Albemarle, Virginia PROJECT DESCRIPTION The scope of this E&S narrative and plan is for the purpose of developing soil in preparation for a revised parking lot layout, select utility work, new pathways, and a new septic drainfield. A total of approximately 0.66 acres will be disturbed during construction. EXISTING SITE CONDITIONS The existing topography for the site is hilly with vegetation throughout. The entrance to the property is within a shared driveway easement. A portion of the site lies within the stream buffer. ADJACENT AREAS The project site is located along Ivy Road. The property to the east is a commercially zoned property used for office space. The property boundary to the west is a rural zoned small apartment complex. OFF -SITE AREAS All land disturbing activities for this plan shall occur on -site and within the limits of disturbance shown on the plans. There are no off -site borrow and waste locations established. If applicable, separate erosion control plans will be required for off -site land disturbing activities. SOILS This site is located in a geologic area referred to as the Piedmont Physiographic Province. The soils in this geologic area are weathered from the underlying metamorphic bedrock. The naturally occurring soils at this site were found to be moderately to highly plastic silts weathered from the Catoctin formation which consists of basic lava flows, schist, and gneiss composed of chlorite, plagioclase, amphiobole, and epidote. The soils observed here appear to be weathered from metamorphosed sedimentary soils such as phyllite and schist. The map units on the detailed soil map depicted on the Erosion and Sediment Control Narrative, represent the soils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the suitability and potential of a soil for specific uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They also can be used to plan for the management needed for those uses. The profile of the soil classifications follows: Hayesville Loam (36D): This deep, strongly sloping (7-15%), well -drained soil is on narrow, convex ridge tops and on side slopes. Typically, the surface layer is brown and strong brown loam about seven (7) inches thick. The subsoil is red clay and red clayloam about fifty-one 51 inches thick. The substratum is most) multicolored sand clay loam. Permeability and Y O Y Y Y Y available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is severe. P Y P P , Bedrock is generally at a depth of five (5) feet or more. Colvard Fine Sandy Loam (83): This deep, gently sloping (2-7%), well drained soil is on narrow to broad, convex ridgetops. Typically, the surface layer of this soil is brown sandy loam about six (6) inches thick. The subsoil is yellowish red and red clay loam and clay about twenty-six (26) inches thick. The substratum is multicolored red, yellowish red, and strong brown sandy clay loam to a depth of sixty (60) inches. Permeability is moderate, and available water capacity is low. Surface runoff is moderate with moderate erosion hazard. Subsoil has low shrink -swell potential. Bedrock is generally at a depth of four (4) feet. CRITICAL AREAS There are a few areas of steep slopes on -site that are classified by the County of Albemarle as "Critical Slopes." A portion of the property lies within a stream buffer and a portion of the site is within the 100-Year Storm floodplain. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain erosion and sediment control measures on the site, in accordance with the Virginia Department of Transportation and the County of Albemarle erosion and sediment control measures (refer to the Erosion and Sediment Control Plan sheet). All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the most current version of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be stone. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -disturbing activities. The following structural practices will be implemented according to the requirements set forth by the Virginia Erosion and Sediment Control. a Safety Fence (3.01) A protective barrier consisting of polyethylene web secured to a conventional metal post driven into the ground a minimum of 18 inches. Posts should be spaced at 6-foot centers. Used to prevent undesirable use of an erosion control measure by the public. To prevent access to an erosion control measure. Specific Application: Safety fence will be used at areas where pedestrians may come into contact with the planned work. Paved Construction Entrance (3.02) A seventy (70) feet paved entrance shall be placed at the point of vehicular ingress and egress on the construction site. This area shall be used for washing sediment from vehicles exiting the site. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as larger land disturbing activities. Specific Application: A construction entrance shall be utilized where shown on plan. cL Silt Fence (3.05) A temporary sediment barrier consisting of synthetic filter fabric stretched across and attached to supporting posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity of sheet flows. Specific Application: Silt fence will be used where shown on the plan. dam. Inlet Protection (3.07) A temporary sediment filter around a storm inlet or curb inlet, in order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Specific Application: Inlet protection will be used around storm drainage inlets and curb inlets. 1L Outlet Protection (3.18) Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of pipes or paved channel sections. To prevent scour at stormwater outlets and minimize downstream erosion. Specific Application: This form of protection shall be performed on all stormwater outlets by using rlprap. Surface Roughening (3.29) This erosion and sedimentation control measure involves creating horizontal depressions on slopes or leaving slopes in a roughened condition by not fine -grading them. This is done to aid in the establishment of vegetative cover or seed, to reduce runoff velocity and increase infiltration, and to reduce erosion and provide for sediment trapping. Specific Application: This form of protection shall be performed on all slopes 3:1 or greater as shown on the accompanying E&S Plan. Slopes less steep than 3:1 should have the soil lightly roughened and loose to a depth of 2-4" prior to seeding. 2L Temporary Seeding (3.31) The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. This protects slopes exposed during construction until permanent vegetative cover can be established. Temporary seeding will apply to all areas on the site that will not be brought to final grade for periods of thirty (30) days to one year. Selection of the appropriate seed mixture depends upon the time of year it is to be applied (See schedule on E&S details sheet.) Specific Application: Temporary seeding shall be applied to all denuded areas prior to permanent stabilization. Temporary seeding shall be used on all fill slopes and diversions. hL Permanent Seeding (3.32) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Specific Application: Permanent seeding will be applied to all portions of disturbed area. i . Soil stabilization Blankets & Matting 3.36 Stabilizingdisturbed areas of a steep sloe channel or a shoreline b applying protective covering on a prepared area. The P P YP 9 P P matting will protect the young vegetation and promote its establishment while increasing the permissible velocity of turf grass stands. Specific Application: Where concentrated stormwater flows overland to the existing basin. Where deemed necessary by the Responsible Land Disturber or County Inspector.+ jZ Tree Preservation and Protection (3.38) Protection of desirable trees from mechanical and other injury during land disturbing and construction activity. Specific Application: Tree protection shall be applied to select vegetation on the site as shown on the plan prior to any land disturbing activities. Dust Control (3.39) Reducing surface air movement of dust during land disturbances, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. Specific Application: Dust control shall be applied as necessary. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. All seeds will be approved by the "Virginia Crop Improvement Association," Blacksburg Virginia. All seeding, excluding the stormwater management basin will be done with the following: Two (2) parts Kentucky Bluegrass (Poa pratensis), by weight; minimum 98 % purity and 90% germination; maximum 1 % weed seed. Three (3) parts perennial Ryegrass (Labium perrene) by weight, minimum 85 % purity and 90% germination; maximum 1 % weed seed. Fifteen (15) parts Falcon Fescue; minimum 98% purity and 90% germination; maximum 1 % weed seed. Note: See the Stormwater Management Plan for special seeding of the basin. Permanently seeded areas shall be protected during establishment. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks will not be permitted. Mulch and/or lime shall be applied at a rate of two (2) tons per acre. Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; recommended for grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: a) Nitrogen 12.0% b) Phosphoric Acid 8.0% c) Soluble Potash 8.0% With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. The following measures shall be incorporated during fertilization: Apply fertilizer at a rate of 1000lbs./acre. Apply after smooth raking of topsoil. Do not apply fertilizer at same time or with same machine as will be used to apply seed. Till fertilizer into upper two (2) inches of topsoil. Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours prior to seeding to obtain a loose friable seed bed and to aid in the dissipation of fertilizer. The following rates and practices will be adhered to for all seeding that occurs on -site: Apply seed a rate of 6-lbs.11000 sq. ft. evenly at right angles with a spreader or seeding machine. Rake in lightly, covering seed to depth of 118 inch. Do not seed area in excess of that which can be mulched on same day. Do not sow immediately following rain, when ground is too dry, or during windy periods. Roll seeded area with roller not exceeding 112lbs. Immediately following seeding and compacting apply mulch to a thickness of one (1) inch. Maintain clear of shrubs and trees. Apply water with a fine spray immediately after each area has been mulched. Saturate to six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures will be checked weekly and after each runoff -producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded as needed. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. STORMWATER MANAGEMENT A. Stormwater Quality: The total amount of Phosphorus removal required for site improvements related to this site plan is 0.28 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner has purchased 0.29 lb. of nutrient credits from the Ivy Creek Nutrient Bank, LLC to meet water quality requirements under 9VAC25-870-65. This purchase allows for 450 sf of impervious surface for future development. B. The point of analysis for this project was chosen as the point where all runoff from the site converges just before crossing under Ivy Road (Route 250) via an existing box culvert. The entire watershed drainage area at this point, as defined by USGS Streamstats is 19,793,664 sf. The project site contributes 43 431 sf of drainage area to the point of analysis, or P l 9 p Y 0.22% of the entire contributing drainage area. This project meets 9VAC25-870-66 C.3.a. and is outside of the limits of analysis for Flood Protection requirements due to the site contributing drainage area being less than 1 % of the total contributing drianage area at the point of analysis. Outfall Analysis: Runoff from the site discharges into an existing manmade conveyance system located on the 3447 Iv Roadproperty. 9 9 Y Y Y 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- ear 24-hour design storm is 5.34 f /s and the peak flow rate is 11.05 cfs. The outlet P 9 Y 9 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 velocitythrough the ro oosed outlet protection is less than the allowable velocity so a 4" river rock lined outlet protection 9 P P P tY is considered to be adequate with respect to erosion resistance. The peak flow rate will not cause erosion to the Q P conveyance system and therefore qualifies to meet 9VAC25-870-66 B.1.a. for Channel Protection. O O 83 83 0 PARCEL EBOUNDARY v 36D SOIL MAP SCALE: 1" = 300' KEY 4E ASHE LOAM 19C MINNIEVILLE LOAM 19D MINNIEVILLE LOAM 36D HAYESVILLE LOAM 83 COLVARD FINE SANDY LOAM 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 WPO/VSMP PLAN AMENDMENT Q Z_ 7� z Q W E J UJ Q Q CC L W m LL r�^ 0 v\, i H Z Oo U E&SC NARRATIVE Job Number: 22010 zx oGjU oERIC W. WOOLLe LIC. NO. 37088 04 6-21-2022 $� l lSSrONAL ECG Date: April 8, 2022 Revision: June 21. 2022 Scale: As Noted Sheet No.: copyright © 2022 by Woolley Engineering ES 1.0 18of20 EROSION CONTROL LEGEND BIM BLANKETS & MATTING CE CONSTRUCTION ENTRANCE DC DUST CONTROL IP INLET PROTECTION OP OUTLET PROTECTION PS PERMANENT SEEDING SAF SAFETY FENCE -XX SF SILT FENCE X > SR SURFACE ROUGHENING TP TREE PROTECTION X 3) TS TEMPORARY SEEDING "DRAINAGE DIVIDE LIMITS OF DISTURBANCE i NOTE: SEE SHEET C6.0 FOR DRAINAGE AREA INFORMATION SEE SEPTIC DRAINFIELD INSET FOR E&S MEASURES ASSOCIATED WITH DRAINFIELD INSTALLATION Z'�o 4 00p, Z"" -, / /390749.126/1146�623. 8 / DRAINAGE DIVIDE (TYP) : / /,Z�// / / � \� �\•\ LIMITS OF DISTURBANCE = 0.66 ac. 38 PoPI f` TP Z/ � myrtle / \ \ •� // / OP / \ \ \ p�j s 00 tree / ° dbl dogwood �6 do / — \ \ \\ It� \ \'`\�� �- TP TP r SF PS I IP BIM /L/ / `j4intreei / � � / ame / /� �1 hemlock dbl hemlock / I 411� /� IN dbl hemlo� I£s v 53� tr m / 7" [ hemlock � / 0.602 tri hank JS / Y,Ze hemloc IP LL /12" hemla9 IP /I<nla I wC9 � \ \ � a° P$ I Al Rock Wall // \ Myrtle 532 / PS IP 535 J/ r _536 53 5 —� — \ 539 � II �� 5 12" walnut g D 1 � ® / -I �4' u \ 0000000 M / I /PO \ t X / 530 \ f \i —8 pla5r1 — woln _ 545 \ / /000000 X \s S \ / ♦ \ v'\ `I► �� / / 2 12" walnut �54 S \ 547 z / \ \ ��� / 7 — t �i\ 96 a �'� S� \ / / Iig3o 15" poplar 5 8 �� \ — 5 ° 10" cedar — \ — 548 549-� 4 \ \ \ 54 16" poplar �� \ 54 � — ' � 2 TMP —15A \ / bl walnut 550 —� 550 \ 549 9 °' Ml Acres 8" poplar — � 'f'�'LS�; walnut \ 18" woln walnut IN / 14" cherry poplar \ \ �i \ \ \/// / / 18" walnut S>� 18" walnut e % \ \ Y p \ I _ \ \ \ \ Q Oa\\� _ _ _ \ \ \\ / \ \ \ \ �eb�le � ON .\ / I N 3g 8' Inu\ \ \ � S . � \ \ / / /It"O' � I I I 16 �+alnut � 559 \ I \ \ 'E osecick " wSSj 1 \ 1 1&alnut — — � �� _SR \�/0 8" walnut \ ss \ \ \ 1 1 60 —� _ PS \ PS \ s ss \ \ \ \ \ '1 , ` ` \ \ I / A 10 0 10 1 $R \\1� /iiR s \ \ \. ��'/ // , 1 a/1 Scale: 1" = 10' `v!1 _r F F DC 24" pin oak I / / dogwoo l / \ fruit I \ / \ do coal IP \ \ CONSTRUCTION \ ENTRANCE WASHOUT WITH 3/4" HOSE (SEE ES3.0 FOR DETAILS) / SN\ N s 559 � S < walnut— _ S _ 1 — S \ I — _ S $61 � \ I f4 N \ 1 " walnut _— Drainfield Area \ 0 PS 564 3 (TYp4— _ \ �\ I ------------ I \ I Imo—---5G------- \ I i � I _---- -- 9'(MIN) (pF� Briy--�— \ > 20" walnut SEPTIC DRAINFIELD INSET / SCALE: 1" = 10' E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT I Q Z z Q) Lu J W Q Q Q LU m LL 0 \ Z Oo U E&SC PLAN Job Number: 22010 OF ERIC W. WOOLLE; LIC. NO. 37088 6-21-2022 �SrONAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: ES2.0 19 of 20 copyright © 2022 by Woolley Engineering E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com C E CONSTRUCTION ENTRANCE TP TREE PROTECTION OP OUTLET PROTECTION S F SILT FENCE Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 DRAINAGE SWALE DIRECTS A A FLOW TO SEDIMENT BASIN b EXTEND FILTER FABRIC STAKE Landscape Architect: A IN44" tes kfish Gap 8311 Rockfish 8311 Rockfish Gap Turnpike 70' MIN, �Greenwood, B VA 22943 434.882.3420 41�5' DRIP LINE 3d° o 1III anholdla.comUS ROUTE 250 (lVY ROAD) FLOW -� - -FLOW EXISTING IAREA PIPE OUTLET TO FLATEXISTING ASPHALT GRAVEL SNOW FENCE WITH NO DEFINED PLAN VIEW CHANNEL = 1- �PO�VJMP (ALTERNATE) BACKFILL AND COMPACT POINTS A SHOULD BE HIGHER THAN POINT B. PLAN EXISTING ASPHALT 3" VDOT #3 TOP COURSE':,: THE EXCAVATED SOIL. AMENDMENT EXISTING GRAVEL DRIVE SIDE ELEVATION) VV � VVVi VYdV�V Vy l VV L a � GENERAL NOTES -SILT FENCE d VVVVVV VVVV��VV VvV o% 1) The height of a silt fence will be a minimum of 16 inches and a maximum of 34 inches 2'x2'x2' SEDIMENT TRAP V VI V�V d =1T above ground elevation. 'x0.5' 1 OUTLET #3 STONE vlvlvl SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR 2) Extra strength filter fabric shall be a continuous roll. When joints are unavoidable, a splice 70' MIN. vIVIVI VI' dV�VVV PLASTIC FENCE ENTIRE PERIMETER may be made at a support post with a 6" overlap. POS. DRAINAGE V 3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side of TO SEDIMENT TRAP \ EXISTING \\ the proposed location. GRAVEL 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no 41 5' ANOTES: 1\ 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. more than 6 feet apart where wire is not used. When placing silt fence across a ditch or S R SURFACE ROUGHENING 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT Swale, the posts are to be set at a maximum 3' interval. US ROUTE 250 OVY ROAD) FLOW FLOW LESS THAN 6INCHES. 5) The trench shall be backfilled and the soil compacted over the filter fabric. EXISTING ASPHALT EXISTING ASPHALT 12' MIN. FLOW 6) Silt fences shall be removed when the upslope area has been permanently stablized. -►� GRAVEL ENTRANCE Q A , Z TEMPORARY SAFETY FENCE GENERAL EROSION AND SEDIMENT CONTROL NOTES \ PLAN VIEW O -� W / LU \ O O �0 CONVENTIONAL POLYETHYLENE FABRIC METAL (T) OR (U) (ATTACH TO POSTS WITH METAL DS Tavern Erosion & Sediment Control Plan E J Posrs WIRES) w o`o The County of Albemarle, Virginia O 0 0 12' MIN. o 0 0 "' o o� 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one LLJ Q DOZER TREADS m -III III III n�nF 0 0 CREATE GROOVES O O O week prior to the final inspection. 1121, J III=III _ III III=1 I -IIII II�IIUIIII II�IIG iI-III III III- O O PERPENDICULAR TO 0 0 0 0 O O_O O O_ 0 5'-0" MIN 2. All erosion and sediment control measures will be constructed and maintained according �, THE SLOPE 00 000 0000 0 to minimum standards and specifications of the Virginia Erosion and Sediment Control 0 3" VOOT 113 TOP COURSE SECTION A 00� �OOQ e 00 O 00 0 QO QQQ �O0000QOQOOQQOQQQOO _ _ _ _ _ _ Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. (� > ~ —A EXISTING GRAVEL DRIVE S`Op FIL M= III=III-III=III=III-III= II-III=1 NOTE: ooOQ OQ QQ Q Q II II1 II II II II II II II II II II II II II II II II li 191MIN 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. O 0 0 A STANDARD 3/4" HOSE WILL BE TRACKING b' 0" MAX 4. A copy of the approved erosion and sediment control plan shall be maintained on the site U KEPT AT THE CONSTRUCTION at all times. ENTRANCE FOR VEHICLE WASHING. NOTE: CONTRACTOR MAY SUBSTITUTE TEMPORARY CHAIN -LINK 5. Prior to commencing land disturbing activities in areas other than indicated on these plans FENCE WHERE APPROPRIATE. GATES AND OPENINGS SHALL BE FULLY COORDINATED WITH THE OWNER PRIOR TO INSTALLATION. (Including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan PSILT FENCE DROP INLET DEBRIS FROM SLOPE ABOVE IS CAUGHT BY STEPS approving authority. PROTECTION I C I—n I I 1=1 I MITI-ITI 2 x 4" WOOD FRAME DRAINAGE I —IT— III 2-3' (DEPENDING ON ~ " I I=11 BIM BLANKETS AND MATTING MATERIAL) _:: , ICI ITI-111=== _-- -1- IIIIII IIII T$ TEMPORARY SEEDING MAX. _III _-III GREATER THAN VERTICAL I= II I I -1 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS ANCHOR SLOT =1 III PLANTING DATES SPECIES RATE (lbs./acre) ' CUT STEPS WITH DRAINAGE SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS �" TYPICAL TREATMENT - 1 STABILIZATION BLANKET) E&SC I1 TO THE BACK. AVOID LOW (Lolium multiflorum) (SOIL INSTALLATION CRITERIA DETAILS SPOTS. IIIII1 & 50 -100 _ CEREAL(WINTER)RYE (Secale cereale) JUNCTION SLOT NOTES 3' MIN FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (Loliummultiflorum) % CHECK SLOT' REQUIRED APPSTAIR MATERIALSTAPLES ROLL. PER 100 SO. YDS. OF MATERIAL ROLL. PER 100 SQ. YD Job Number: STEPPING CUT SLOPES .OF TERMINAL FOLD MAY 1 - AUG. 31 GERMAN MILLET 50 ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 22010 DROP INLET (Setaria italica) STAKE WITH GRATE LAP FRAME I- III (JUTEOMESH ONLY) 12" MAX. 4:1 OR FLATTER _ 6" MAX. STEEPER THAN 4:1 TH OF FABRIC \ — `I�' 111 EDGE AND END JOINTS II I- TO BE SNUGLY ABUTTED vL .r J = II IIIII- I ,� � Exrc W. woorcE�' J 6-15 (JUTE MESH WILL HAVE LIC. N0. 37088 IIIII—III TEMPORARY DIVERSION DIKE STAPLED LAP JOINT IN 1" TO 2" LIEU OF EDGE JOINT) I I I I I I wa OS 6-21-2022 Ghy{v 3" SrONAL ES1 - •, GROOVE GROOVE BY CUTTING FURROWS —IIIII=I — 6" TO 8" MIN. F MAX. 4:1 OR FLATTER Date: ALONG THE CONTOUR. T MAX. STEEPER THAN 4:1 IRREGULARITIES IN THE SOIL SURFACE CATCH RAINWATER AND RETAIN — =I I I I — COMPACTED SOIL I I I I I April 8, 2022 ELEVATION OF STAKE AND FABRIC ORIENTATION GATHER EXCESS AT CORNERS _ LIME, FERTILIZER AND SEED. _ GROOVING SLOPES 1s"MIN. FLOW STAPLE FORMED FROM NO. 11 STEEL WIRE. FIR Revision: June 21, 2022 * CHECK SLOT —_—_— --I-I-I I -III -III -I I -I I I -I I E 8" STAPLE MIN. LENGTH SANDY SOIL. FOR SPECIFIC APPLICATION -III-III-III-III-III-III-III-III-III-I � I-III-III-III-III-III--I-I-I * I I 6" STAPLE MIN. LENGTH CHECK SLOTS AT MIN. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 4.5' MIN. 1 FOR OTHER SOIL. 50' C-C INTERVALS; NOT REO.'D WITH ALL VAR. VAR. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER _ _ "COMBINATION" BLANKETS THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT PLAN VIEW EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT STAPLING DIAGRAM APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS Scale: IN STREET OR HIGHWAY MEDIANS. As Noted Sheet No.: ESIO 20 of 20 copyright © 2022 by Woolley Engineering