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WPO202100064 Plan - VSMP 2022-04-12
1. Owner/Developer: Ivy Road RE LLC 800 E Canal Street STE 1900 Richmond, Virginia 23219 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 4. Parcel Information: IMP 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 Exceptions for this plan include: grading within the use buffer to allow for utility installation 6. Minimum Yard Requirements: A. Front -Minimum: I.) Ten (10) feet from the (ght-of-way ii.) Off-street parking or loading spaces shall be ten (10) feet from any public street right-of-way B. Front - Maximum: I.) Maximum setback does not apply to any structure existing on June 3, 2015 C. Side and Rear - Minimum: I.) No portion of any structure, excluding signs, shall be located closer than fifty (50) feet to any rural areas or residential district boundary and no off-street parking or loading space shall be located closer than thirty (20) feet to any rural areas or residential district boundary. ii.) No construction activity including grading or clearing of vegetation shall occur closer than twenty (20) feet to any residential or rural areas district. Screening shall be provided as required. D. Side and Rear - Maximum: i.) None 7. Planned Land Use: Additional parking and hardscape changes Maximum proposed site impervious surface: 0.37 ac. 8. Maximum Building Height (by Code): 65 feet 9. Adjacent Properties: IMP 59-15A1, n/f Ivy Road RE LLC Deed Book 5123, p 91; Cl Current Use: Office Space IMP 59-15, n/f Jerry D or Lili Stowe Beninate Deed Book 1654, p 396; RA Current Use: Single Family Residence IMP 59-15B, n/f Hallam Roth Deed Book 4263, p 729; RA Current Use: Single Family Residence IMP 59-16A, n/f Ivy Hill Gardens LLC Deed Book 5002, p 71; RA Current Use: Residential - Multi -family US Route 250 - Ivy Road 80' Width Right of Way 10. Datum and Benchmark Reference A. Virginia Landcraft, LLC, P.O. Box 148, North Garden, Virginia, 22959; Boundary, physical and topographic dated June 14, 2021, revised March 4, 2022. DS TAVERN WATER PROTECTION ORDINANCE AMENDMENT # 7 TO WP0202 7 00064 SAMUEL MILLER MAGISTERIAL DISTRICT =910 11. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. I B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 12. General Sewer Conditions 1. Modifications or substitutions to the specified equipment or layout must be approved by the Engineer. 2. The Contractor should inspect the site prior to submitting an estimate to the Owner. Any potential conflicts should be reported to the Engineer. By submitting an estimate the Contractor identifies that he has investigated the site and has found no discrepancies with the plans and specifications. 3. A reconstruction conference is mandatory before starting installation of the system. p ry 9 Y 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 this project is 0.28 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner intends to purchase nutrient credits from a nutrient credit bank to achieve water quality requirements under 9VAC25-870-65. The Owner intends to purchase 0.29 lb./yr. of nutrient credit for future expansion up to 450 sf. B. 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 site is outside of the limits of analysis for Flood and Channel Protection requirements due to the site contributing drainage area being less than 1%of the total contributing drainage area at the point of analysis. This project qualifies to meet 9VAC25-870-66 BA.o. for Flood Protection and 9VAC25-870-66 C.3.a. for Channel Protection. 14. Parking A. Existing Parking i.) 7 regular spaces ii.) 0 HC accessible spaces B. Required Parking i.) Office space = 1 space/200 sf of net office floor area (County Code Ch. 18, Sec. 4.12.6) Net sf office area = 2,396 sf ii.) Required spaces = 12 spaces C. Total Proposed Parking i.) 10 regular spaces ii.) 1 HC accessible spaces D. Special Exception - Parking A special exception is being proposed for the adjacent parcel, Halifax House (TMP 59-15A1). This special exception is for a shared parking agreement between the two properties (same Owner). 1 required parking space for DS Tavern (59-15A) will be located on the adjacent property, Halifax House (IMP 59-15A1) SIGNATURE PANEL 13. Stormwater Management A. Stormwater Quality: The total amount of Phosphorus removal required for this project is 0.28 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner intends to purchase nutrient credits from a nutrient credit bank to achieve water quality requirements under 9VAC25-870-65. The Owner intends to purchase 0.29 lb./yr. of nutrient credit for future expansion up to 450 sf. B. 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 site is outside of the limits of analysis for Flood and Channel Protection requirements due to the site contributing drainage area being less than 1%of the total contributing drainage area at the point of analysis. This project qualifies to meet 9VAC25-870-66 BA.o. for Flood Protection and 9VAC25-870-66 C.3.a. for Channel Protection. 14. Parking A. Existing Parking i.) 7 regular spaces ii.) 0 HC accessible spaces B. Required Parking i.) Office space = 1 space/200 sf of net office floor area (County Code Ch. 18, Sec. 4.12.6) Net sf office area = 2,396 sf ii.) Required spaces = 12 spaces C. Total Proposed Parking i.) 10 regular spaces ii.) 1 HC accessible spaces D. Special Exception - Parking A special exception is being proposed for the adjacent parcel, Halifax House (TMP 59-15A1). This special exception is for a shared parking agreement between the two properties (same Owner). 1 required parking space for DS Tavern (59-15A) will be located on the adjacent property, Halifax House (IMP 59-15A1) 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 �0 wO01)1 T'O' C3 0 �OjGu O ro o 4'OGI, ❑ Fps! RD q� o O � o O 1 SITE T SCALE. 1"= 500' SHEET INI]EX a 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 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 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 M Q m LL H Z Oo U COVER SHEET Job Number: 22010 TH OF vr�'r ERIC W. WOOLLEY 9 LIC. NO. 37088 CS GI �SrONAL ' � Date: April 8, 2022 Revision: Scale: As Noted Sheet No.: C1.0 copyright © 2022 by Woolley Engineering 1 of 18 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 �: TMP 59-15 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 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 2 of 18 RELOCATE EXISTING POND FILTER HATCHED AREA DENOTES ALBEMARLE COUNTY DEFINED CRITICAL SLOPES 0.60� Pnlp / �i * 15" poplar walnut 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 / , Pao / ss , APPROXIMATE LIMITS TO REMOVE �p AND REPLACE EXISTING ASPHALT / *myrtle APPROXIMATE LIMITS TO MILL AND REPAVE EXISTING ASPHALT REMOVE EXISTING CONCRETE WALK I ` (OPTIONAL) i J9 `T myrtle Q ` , *tree / dbl dogwood 5 dogwood \ &O 4� / I 17 " � \ 519.8 ; db✓magno� tree 40 / tree y / / \ o \ \ F o , m rtle shrub \, 'O �• /„ 3 do Cod / \ \ \ \ 23 hardwood \\ oflo`Pa '\O / tree Pole myrtle 6 dogwood \ V o } shrub -- ��J y try/ \ \/\ \ \ \ myrtle t / / \ \ \ \ shrub 0 z 11 hemlock dbl hemlock �oC�d Ge hemlock ' dbl hemlo tri hek 7" hemlock tri hock hemlock /12" hem ck / 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\ , 18" walnut 8' *20" walnut TMP 59-15A 1.98 Acres rem \ \ shrub \ \ o�\ 8 wood ` ,,*8 Pole shrub o �3 trek REMOVE EXISTING STAIRSANDWALKWAY Grovel 1 REMOVE EXISTING BRICK WALK \ boxwoodo REMOVE EXISTING STAIRSood / 24' pin oak PI boxwood / \ ' 0 1 Desk dogwood \ o \ \ / 1 bo \ ad \dogwood / \ / ad \ I / +Ll` 27.d lop 3 \ \ / \ Pole \ dogwood A RELOCATE UNDERGROUND ,PROPANE TANK (BY OTHERS) \ \ Exposed Rock crab apple EXISTING POLE (TO REMAIN) 6" walnut 10/ 12" walnut \ 12" walnut O � P tg �\ 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 oTH OF ERIC W. WOOLLEY 9 A LIC. NO. 37088 a o�4 l${, �SSrONAL SSG Date: April 8, 2022 Revision: Scale: 1 " = 10' Sheet No.: CIO 3 of 19 copyright © 2022 by Woolley Engineering 1 Stor r /nx i 0.60� S Pnla / i i i RELOCATE EXISTING POND FILTER AND EQUIPMENT 'o, / 3907309.120/11463623.028 POST MOUNTED LIGHT FIXTURE 15 S0 / / '`% WOODEN ENCLOSURE FOR HVAC L06 Pole MILL AND REPAVE ENTRANCE (OPTIONAL) 1 PARKING SPACE / '`, 4" HEIGHT GRANITE CURBING (TYP) / / REMOVE AND REPLACE PORTION `, ` / \ OF EXISTING PAVED ENTRANCE �% ` HANDICAPPED PARKING SPACE /� / / `'`%��,, WITH ACCESSIBLE AISLE. DEFINED BY SEPARATE BRICK COLOR AND-� HC PARKING SIGN, j �� ` ADA ACCESS RAMP 08 / / 04 �X/101 32 0 L500 , / / GRANITE COBBLE BANDS L500 / / BRICK PAVERS WITH GRANITE CURB L�00 /S�Q 18' (TYP) \ ' 81' i I i F 9' (TYP) RS 0 / 9 ARKING SPA S 19' / 6 0 28 2' '1C / 34 / • / Existing 1 Story 1 Frame 4 31' O � 23' _ e / 33 o / / O O ;It \ < CRUSHED GRAVEL PATHWAY (TYP) Ex. Rock Wall \ LEGEND \ STONE DUST PATH WITH STEEL EDGING OS L500 APPROX. = APPROXIMATE 13 BOW = BOTTOM OF WALL CO = CLEAN -OUT PATH LIGHT (TYP) CONC. = CONCRETE DB = DEED BOOK \ DEL = DOUBLE DI = DROP INLET \ DIA = DIAMETER CHU = ELECTRIC OVERHEAD ELEV = ELEVATION \ EP = EDGE OF PAVEMENT EQUIP. = EQUIPMENT \ EX = EXISTING CRAWL SPACE ACCESS FFE = FINISHED FLOOR ELEVATION HDPE = HIGH DENSITY POLYETHYLENE PIPE HVAC = HEATING, AIR CONDITIONING \ \ I NST = INSTRUMENT JB = JUNCTION BOX CRUSHED GRAVEL PATHWAY (TYP) PVC = POLYVINYL CHLORIDE PIPE \ RDL = ROOF DRAIN LEADER SBL = SETBACK LINE s SQ. FT. = SQUARE FEETCHI TOW = TOP OF TELEPHONEOLL VERHEAD 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 STONE DUST PATH WITH STEEL EDGING{ . Uffe :➢ 25\ (TYP) \ 20' 1 / 2°' IRS' 14.7, R 15' / KOI POND �\ BY OTHERS) 5 8 12.2' 14' O \ 27.5 4, �,\ 1.1 Existing O vFrame uildi g O 18 17 `LC, 40 > E / R39' R 12' 1 \ . 1 0 / h h 0 A �Oo " 15 P R20' 20' (4 F o� rn� 16 PATH LIGHT (TYP) SL1.0 00 5 BRICK SLOT TR NC i DRAIN O� P a 9>B�, �S CUT EXISTING '`,,--- ASPHALT HERE Pole �J J LRELOCATE EXISTING FOOTBRIDGE WIDEN AND EXTEND ASPHALT PAVED ENTRANCE GRAVEL PARKING LOT WITH STEEL EDGING - WAYFINDING SIGN LOCATION OS^ STONE DUST PATH WITH STEEL EDGING POLE MOUNDED LIGHT FIXTURE 25 \ WOODEN ENCLOSURE FOR GENERATOR LOCATION m Scale: 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 > z NLLJ J W Q Q W Qm ~ � Q ILL 0 Z Oo U SITE LAYOUT PLAN Job Number: 22010 oTH OF ERIC W. WOOLLEY 9 A LIC. NO. 37088 a o�4 l${, �SSrONAL ECG Date: April 8, 2022 Revision: Scale: 1 " = 10' Sheet No.: `2 ,30 C400 4 of 19 copyright © 2022 by Woolley Engineering /39073d9.126/1146 623. 8 LIMITS OF DISTURBANCE (TYP) 38 poplar / myrtle Y re 523 \ m r �Zj / tree / e dbl dogwo d 5 dogwood' , i \ `. / I ' agnolia I S\ I � \\ S 23 hardwood \ P \ \ \ /// //// j / };�' / �/ � sip � �° \ \ • / \ i 526— ,��� L-T�S S26 1 �2 ,i2 j�s I /1 / /1 hemlock v �o FD F FD / �bl hemlock o024" pin oak dbl hemla�� 7" hemlock tri hock / o% / / ( r` �dogwood I \ ��S• Ize hemloc /12" hemloTi fruit I \ Pnla P 1 0 dogwood 5 14" he lock \ n S 5 L 2 \2 J Rock / 52 NN� / \ � \\ `r�iyrtle 532 Ex. Wall \ \ . i 533 24 \ / dogwood SITE — —_ \ 534 _ / }— \ 525% /\ \ \ \ SEE VICINITY SITE PLAN SHEET GRADING __ 535 J/ fx /\ \ \�'` 100 FOR ADDITIONAL SPOT 40gv — — �— / 1II� \ Rook \ //^ Ns \ E EVATIONS \ PLAN 5 T �j8/ \ �o// I FPameg �// \ \\ \ \ 12" walnut i A 539 //o / / \ Job Number: 54 j —� — I — —�� / \ �— 41 �L� �2�� \ \ S�� \ 22010 \ 16" cedar \ \ \ \ \s\ ERIC W. 1YOOLLEY 9 �i —8 pla5r`�5( cln Q �545 / / SS 4 \/ 1 \\ \\ \ \ n A LIC. NO. 37088 wa 2 12" walnut o sv \1500 sroNAL 15" poplar 5480" cedar �5 m \ S Date: 16" poplar 5 O 54 TMP 59-15A \ \ / dbl walnut \ \ \ \ \ \ S� \ April 8, 2022 8" poplar — 550 a — �— 9Q�Gs 1.98 Acres \ \ \ Q 5 \�0 GyF� \ I \ \ \ \ \ Revision: �— 3 t�� V 550 C� % / walnut walnut / / _ �C• \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ � 18" walnut \\ �\� \� � 5 554 — o _ \ S� 3 ✓ �— 52 / — �� 555 14" cherry 10" poplar — — \ \ `i 3 12\ \ \ \ S \ " w Inut / 18" walnut \ S>� 18" wal \\\ \\ �� / \ \ \ \ \ \ \ I \ \ \ \ \ \ \ �` appl\ Q \ \ \ \ S 5„ dogw S� bLn Inut \ \ \ I I I 6 walnut \ \ \ \ 559 — — \ �� \ \\ E osed S • aSo I /� \ c'8 \ \ 8" walnut / 20 walnut \ 8" walnut \ SS \ 1 1 \ \ Brick761 / SSO 9 \ \ \ 10 r St/n I EE a 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 �l �Q z Z Q > 1:: E J W Q ry Q LU m ' ^ ILL O Z O O U Scale: 52 \ Sheet No.: �\ C401 2 S4391 5 of 19 copyright © 2022 by Woolley Engineering 3907309.120/11463623.028 559 44=SCH �1j 18" Walnut S _ SORC�IN�ONTI - - \ \ S N(1ED) 20'-walnut walnut / 561-ESERVA_2,300 sf / y (4) LOW PRESSURE DISTRIBUTION LINES ^ 2 - - TO BE INSTALLED ON CONTOUR 36" DEPTH TRENCH 9" GRAVEL BELOW CENTERLINE OF DISTRIBUTION LINE , 3" GRAVEL ABOVE CENTERLINE OF DISTRIBUTION LINE , 4" RIVER ROCK OUTLET / 1,000 GALLON MID SEAM CONCRETE / PROTECTION - 9' LENGTH PUMP TANK - DEEP BURIAL �y 5 3 ` \ ORENCO MVP S1/2 DM FLOAT SYSTEM /% G�/ / I - VALVE BOX (TYP) 1 We ZOELLER El91 PUMP / LOCATION OF UNDERGO ', PROPANE TANK (BYS*ER�j/ 1,000 GALLON TOP SEAM CONCRETE Drainfield Area , ry �x _ I SEPTIC TANK -DEEP BURIAL 12l 31 O " ES- / / QPQ / H _ \ 24" RISERS WITH LIDS 12" ES-1 / 564 �TYRJ, _ -� _ _ ZABEL A300 12X20-VC-BALL EFFLUENT FILTER Rim = 525.00 i�_5Ga + 2" SCH 40 PVC PRESSURE MANIFOLD + O / 0 92' - 4" FOUNDATION DRAIF POST MOUNTED KNOX BOX - -� 9' (MIN) �� F /Q VALVE BOX 1 (TYP) _ - \ \ Q 5 C p p. i a \ 4" gCH 40A 20" walnut NOTE: SEE SANITARY SEWER PLAN ,ir Iq / GRAV\T� AND PROFILE ON SHEET C5.1 50 / IS _ e FOR ADDITIONAL DETAILS �✓ e S / Q /L WL \ S,8 4 S \ C� \ p SEPTIC DRAINFIELD INSETCy4 SCALE: 1" = 10' / /� p Z. / � �� �S. pCG C � MHb C / v ;, \.\ t//ryMq/ C�� \ Rim = 525.00 �\ DI 32 S / / o S h n Pipe 9 521.80 p\ j Rim = 528.00 C '' I . Pipe 10 522.50 I\ P Pipe 32 = 525.20 / 34 Q / rC �_ (2) RDL 522.65 A Pipe 33 = 526.OQ� Pipe 34 15' 6" PVC / n p� Pipe 34 = 526.00 32 o. YD 34 C \\ • I / % �'�Existing Rim = 527.50 C , Pgr(d Pipe 34 = 526.50 QJG' piae v S ems, -Filter 1FStoryStoR o YD 33 Vo °L Rim = 528.00 e C' / " O Pipe 33 = 527.00 QQ \ CA W( \ d /, o c O YD7It. �\ 0.602 F9601 Q� ��• C Rim = 526.00 O t/ Fir Q\Qe�QJ Pipe 10 = / 523.0 egi0 H qC Pipe 11 = 523.00 O / `k Ri 9 1� p potlo Rim = 527.55 ip / 7 Pipe 12 = 526.05 8 (9p13' RDL = 526.55 Pipe 12: 21.2' - 6" PVC VC / O O \ S p� UO pe p 14 2p, and l 8„IP0 }\ < 5 r c/YD 11 U \ \ / / Rim = 526.50 X Pipe 1 1 = 523.50 Q Pipe 12 = 525.00 0 o p... g Pipe 13 = 523.50 j pe b �U Ex. Rock Wall �Uce� �4 RDL 12 \ APPROXIMATE LOCATION OF °cep 2^ Rim = 526.30 UNDERGROUND KOI POND ce Pipe 2 = 525.30 U EQUIPMENT TIE-IN SHOWN. \ocf ✓ 0 2 \ H (INSTALLATION BY OTHERS) e RDL 10 ° O \Rim = 526.20 Pipe 19 = 525.20 206. �/C LEGEND APPROX. = APPROXIMATE \ YD 10 13 \ ce� Rim = 526.40 BOW = BOTTOM OF WALL Rim = 526.20 °ce Pipe 17 = 525.40 Q CO = CLEAN -OUT 10 Pipe 13 = 523.70\bce o A, CONC. = CONCRETE Pipe 14 = 523.70 YD 11 a i' DB = DEED BOOK I \ Rim = 526.00 6X DEL =DOUBLE Pipe 14 = 524.00 YD 12 R ock DI = DROP INLET Pipe 15 = 524.00 Rim = 526.10 / Ho/ pi O p DIA = DIAMETER 0 � (2) RDL = 524.50 Pipe 15 = 524.60 YD 13 oc IZs,pe2q, _I2S pe22. CHU = ELECTRIC OVERHEAD \ , Pipe 16 = 524.60 Rim = 526.10 oce 6`pVC 6" ELEV = ELEVATION I RDL = 524.60 Pip n ce e 16 = 525.10 y EP = EDGE OF PAVEMENT Pipe 17 = 525.10 \ EQUIP. = EQUIPMENT c` EX = EXISTING Gce FFE = FINISHED FLOOR ELEVATION H \ \°c YD 19 q Q f HDPE = HIGH DENSITY POLYETHYLENE PIPE I HVAC = HEATING, AIR CONDITIONING Rim = INST = INSTRUMENT Pipe 244 = = 55225.00 JB = JUNCTION BOX Pipe 25 = 525.00 q YD 18 1 7 PVC = POLYVINYL CHLORIDE PIPE 1 H \ (2) RDL = 525.00 Rim = 525.85 RDL = ROOF DRAIN LEADER Pipe 22 = 524.50 SBL = SETBACK LINE s Pipe 24 = 524.50 YD SQ. FT. = SQUARE FEET �Q� Pipe 23 = 524.50 Rim 17525.75 OHT = TELEPHONE OVERHEAD I-D �> TOW = TOP OF WALL �p 9' 1 Pipe 21 = 522.75 TYP =TYPICAL f \ 6' F Pipe 22 = 524.25 WL =WATER LINE ? = UNKNOWN OR UNVERIFIED LOCATION LINE LEGEND TMP 59-15A =PROP. CONTOUR yJ'ooLC 7Q�C�49G\ 1.98 Acres C =CONDUIT F sFT�F FD = FOUNDATION DRAIN P = GAS LINE _.-.-. ___ = LOW VOLTAGE ELECTRIC f 1/f -SS-SS- = SANITARY SEWER LINE = STORM PIPE _GE = UNDERGROUND ELECTRIC LINE ST'0I \ Qk WL =WATERLINE COOL \ QQ f Gg" s (41 > Exposed J _ S Rock \ S \ Ex. DI 41 S \ Rim = 539.00 Pipe 5 = 533.00 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 //• TIE-IN NEW PIPE TO EXISTING- \ CAPPED PIPE F n� Z \ Pole / 11 Outfoll1 \ / z Q) / 12" ES-1 O LLJ Rim = 520.50\ \ J \ � i W Q Q / i s Q Lu .o DI \ A FD FE)FD 3 wG Ri = 524 00 p FD p \r U Fp 1 P 8 = 5 0.40 F� ipe 9 = 560 p ' DL=521.3 \ \A �� w /CL ILL Q Ex. Outfol l 3 0 20 Es-1 , Rim = 521.00 7 4" RIVER ROCK OUTLET p PROTECTION - 31' LENGTH TIE-IN NEW PIPE TO EXISTING cl, 0 5 4 IS„yOpF� o,Q CAPPED PIPE U EXISTING WATERLINE APPROXIMATE LOCATION SHOWN. CONTRACTOR SHALL FIELD -VERIFY AND NOTIFY I O \4- ENGINEER OF ANY CONFLICTS Ex. DI \L4 hh/Q0 4 Rim = 522.00 Pipe 2=519.20 Pipe 8 = 519.40 Pipe 3 = 519.40 TIE-IN NEW PIPE TO EXISTING `4- \ QQe CAPPED PIPE 30 , 8: 3 12.,y / �� STORM SCHEDULE OpF 3v� YD 16 Rim = 525.90 Pipe 18 = 520.70 Pipe 21 = 520.90 Pipe 19 = 524.50 / \ RDL = 524.50 7 obi 5) Pipe 20 = 524.70 JG4,I a � Ex. DI 15 a Rim = 524.00 \ Pipe 3 = 519.80 pp� / Pipe 18 = 520.20 Pipe 4 = 520.00 \ '� ' SD 20 C Rim = 526.10 Pipe 35 = 524.95 C ' ' ID Inv = 525.20 ��h C 2 ID Inv = 524.95 SD 21 Ex. DI 40 Rim = 526.10 Rim = 531.00 �\ Rim = 526.05 Pipe 4 = 521.00 \ Pipe 23 = 525.20 40 ) Pipe 5 = 524.00 C, ID Inv = 525.27 J Pipe 6 = 524.50 \ ID Inv = 525.05 0 APPROX. LOCATION OF 6" \ CORRUGATED PIPE OUTFALL WITH UNKNOWN ORIGIN. 0 TIED -IN TO SIR 15 CAPPED STUBOUT FOR FUTURE EXPANSION OF DRAINAGE SYS- 10 0 10 20 Alt N Structure No. Inlet Type Rim Invert In Invert Out Downstream Pipe Note 1 ES-1, 12" 520.20 519.00 Outfall 2 24" x 24" DI 521.50 519.50 70' - 12" HDPE 3 ES-1, 20" 521.00 - 519.00 Outfall 4 24" x 24" DI 522.00 519.40 519.20 44.2' - 20" HDPE From 5 - - - 519.40 - - From 15 5 24" x 24" DI 524.00 520.60 520.40 50.4' - 15" HDPE - - - 521.35 - - From RDL 6 MH-1 525.00 522.50 521.80 57.3 10" PVC - - (2) 522.65 - - (2) RDL 7 YD, 8" 526.00 523.00 523.00 41'- 8" PVC 8 YD, 8" 526.50 525.00 523.50 10'- 8" PVC From 9 - - 523.50 - - From 10 9 YD, 8" 527.55 - 526.05 21.2' - 6" PVC - - 526.55 - - From RDL 10 YD, 8" 526.20 523.70 1 523.70 8'- 8" PVC 1 1 YD, 8" 526.00 524.00 524.00 20'- 8" PVC - - (2) 524.50 - - (2) RDL 12 YD, 8" 526.10 524.60 524.60 10'- 8" PVC - - 524.60 - - From RDL 13 YD, 8" 526.10 525.10 525.10 7- 6" PVC 14 - - - - Reserved 15 DI-1 524.00 520.20 519.80 34'- 18" HDPE From 16 - - 520.00 - - From 40 16 YD, 8" 525.90 (2) 524.50 520.70 30.3' - 12" HDPE (2) RDL - - 520.90 - - From 17 - - 524.70 - - From 21 17 YD, 8" 525.75 524.25 522.75 32'- 8" PVC 18 YD, 8" 525.85 524.50 524.50 12.5- 6" PVC From 19 - - 524.50 - - From 20 19 YD, 8" 526.00 525.00 525.00 12.5- 6" PVC - - (2) 525.00 - - (2) RDL 20 SD, 6" 526.10 524.85 1 V - 6" PVC 21 SD, 6" 526.10 524.90 5.3' - 6" PVC 31 ES-1, 12" 525.00 - 523.60 Outfall 32 DI-1 528.00 526.00 525.20 79.5- 12" HDPE From 33 - - 526.00 - - From 34 33 YD, 8" 528.00 - 527.00 19.5- 6" PVC 34 YD, 8" 527.50 - 526.50 15- 6" PVC 40 DI-1 531.00 524.00 521.00 57' - 20" HDPE From 41 - - 524.50 - - From 42 41 DI-1 539.00 - 533.00 47' - 12" HDPE SITE UTILITIES PLAN Job Number: 22010 TH OF ERIC W. WOOLLEY 9 A LIC. NO. 37088 a l o��SsrONAL Date: April 8, 2022 Revision: Scale: 1 " = 10, Sheet No.: C5e0 6 of 19 copyright © 2022 by Woolley Engineering E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.Woolley-Eng.com A co } Owner: LO Ivy Road RE LLC O 800 E Canal Street OD 11 Ste 1900 } Richmond, Virginia O 23219 N Landscape Architect: w Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP LO PLAN I / AMENDMENT Length (ft)LO LQ Q l 1 7 O W L N w 1.52 IT z W J W Q Q 11 W QQL t`/ 0 \ Z Length (ft) O D OL Ocq Co t 00 O O a� W 04 STORM Em CL DRAINAGE cq PROFILES Job Number: 22010 Length (ft) o �,Tx of vr�r ERIC W. WOOLLEY 9 A LIC. NO. 37088 a O� �SS1ONAL ECG04 Date: z April 8, 2022 C Revision: O O Cr a� wis- Scale: 1"= 10' Sheet No.:00 fl-05e I Length (ft) 7 of 19 O O• p. ^ M EXISTING GRADE (TYP) � � � 535,00 535,00 PROPOSED GRADE (TYP) � � £ -- •�/ - � 530,00 $ - N � 8 N 525,00 00 oN S� ± iu r 525,00 O N O E = N � II a E � � � Pipe2:44.2'-20"HDPE@0.45%______ - Pipe4:S7'-20"HDPE 1.76% ONE Pipe 1: 70' - 12" HDPE @ 0.72% O __/ 3: 34' 20" HDPE @ 1.18% ----------- ------------ ------------------------------ - ---- 520,00 ---------------------------------- - 535,00 535,00 � M N � O p � v) N p O ^ ^N ON 0` II Op N O `� �- �� � N O� O'n 'n 530,00 8 �uj � w T� N II II .p� + ; 530,00 �N II � > U „ � II � ^ W � W ^ W N� ,n + � v ^ II `N W II O E N� W II O II w � II `N N II W M I LL J II E II O p Q�� O 8 a7s 525,00 _ PVC @ 4.9 5% - -- -- - - -- - - - - e 1@ pipe P p � � ----------------------------- - ---- Pipe 10: 41' - 8" PVC @ 1.22% - - _ pipe 15� 8„ Pp 10 b 83% PVC @ 5 2.6 ° -------- - - -- o�000� Pipe13'8' 8" Pie 14 20 8" PVC @ V C • Pipe9:57.3'-10"PVC@2.09% PA-C',lC'4 ---------- NQ PVC@596% __------ Pipe8:50.4'-15'HDPE@1.98% 00MGMPVC@2.51%000_-_.Oh NNh NNNOOO h h Q00 O O V V V N ����N--.----v)�Ohh�vOjp�hhh�, hMM h 520,00 V EOM ��h O^ � � � ��� �� ��h II II II .p 00� II II II �� OON II II II h�� Q COV�� hhh POJ QQ lL IL IL IINM MV ��� NNE Q C)- XO as as � a veryh U -� cOP� O U -� fl.� U -� NNN QQ QQN II II II aQ� Q �-- Q ��� °_°_ ��� 515,00 N aOM � 515,00 O d d Q Q ddd QQ N- � 07 N^ N M N? a Nr? � a 7 � Cp M C� p N � N N O� n 0 N� � Q � O > � O > II II II 3 II II II II 3 II � II II U II 510,00 O° o'° Xa o° O° o° N° 510,00 U v) 13+00 14+00 15+00 535,00 535,00 � O O � � M 00 o co 00 O O N � M � O II + I I II II � � `0 � O II N � ^ N + + Q W m II W � � WC � N II WC II W CoO� � „ WC II O � � a II W E � } h am �' II p O E � �'' D O E N 0 O E �> p G .� p a O E -/ 23b:23' SD @ 1.10% -/ 525,00 p � � 24. 12.5 bo oP� e 25. 1 S b �,•� - b" pip 0: s.3' - b'� ,�, ipe22:12.5'-b" pip @ 4 ° 0 @2.01% �ry �ry Sri PVC `5 Pip e 23: 11' o ' @4.19% � 8'"PVC@5.86% _ C .03% � VC@3.5 ° pipe2l: _- -- PVC@2.00%oocP��� "' Pipe 8:30.3'-12"HD E@1.66% ae II nN NN h 000 W P � -_.-. -. .-..-.. � N� Q � (�V ��� � �� N 520,00 �� �� II II II � �o d' Q ��� �� � M 520,00 N ��� ^�:h^� pQ � ��v? NNN � �-... � II II II M Q N 000 aONO O O V V V NNNNN N O � O N ��� NNN _ N NN NNN NAM NM Q 0-00 hhhhh NN v) v)v)v) N N QQQ NNN NN II II II II II d Q II I II II II I QQ ��� N fl. fl. QN ��� II II II 535,00 535,00 � oe co o� e M+ W � P N 0 8 N O O � � ^ � P � Cl) f � 530,00 S� M �.� °.�-� II � � 530,00 -^h M �° 19.5' -b'^PVC@5.170 0`� pipe34:15' o Pipe 33: b" PVC @ .32% O � it Pipe 32: 79.5' - 12' HDPE @ 2.01% ------------ 525,00 ---------------- OOa o -- ----- ------------ -------------------------- boo h �8e vNi O N (�V N � I I N N N I I M� � co � u) � co h M co M II II II Q N M 7 O. 520,00 N Q a a t ��� � 520,00 Q }} � ttt s t N C C C - C C C c 515,00 � 515,00 a N E o �� Q C � � � W 510,00 I � ° 510,00 17+50 18+00 19+00 20+00 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 (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 1 0.00 0.41 62 Impervious Cover (acres) 0.25 0.00 0.00 1 0.00 0.25 38 0.66 100 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- (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 Rl ired III r) 0.29 0.06 0.23 Final Post -Development Load (Post-ReDevelopment III New Impervious) Fall ReDevelopment TN Load (Ib/yr) 6.58 4.88 VRRM SPREADSHEET SUMMARY n.t.s. Summary Print Pre- ReDevelopment Final Post -Development Post-ReDevelopment TP TP Load per acre TP Load per acre Load per acre Ib acre r (Ib/acre/yr) (Ib/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 DRAINAGE DIVIDE (TYP) / �/� / 8 Pwlnr \ \\♦ ! r Lbl hemlock ` F � dbl Hemlock 1 o� \ J hemT4 I ck 0.60 // tri hemonk 'sty. W hemlock I1^ hemlock / Pole / r /1 _g/ 5 � g„ 14' herklock gag L � S? Amyrtle 532 i J _ 533 / 534 535 ; \=34_� �� 536 / - 535 / _ - 536 - � 1 / 511' xolnut /548 � -24^� \ ` ^/ 41 1 f _- 544 -71, 6 I'g-8`weln _ 545 1 �- KFI'5% / 54T �'°'Y,r�iy. 546 ' 15. Pn to* cedar 548 - - 548 16' Poplar '549 - 54 \� - - 549\ 1 S50 � _ 549 ' walnut St %�---_ -55--_ _ _ � SJ � 2 ✓�- 5 14 cherry r _ 1a^ po 18" walnut PRE -CONSTRUCTION DRAINAGE AREA MAP rlla^ 1" = ?n, III ss` \ \ \ \ bl CD a hnmwond / \ / ; JI VI II IVVU III IYIU 11u UC1 111=1 I f1Ull Stormwater Quality: The total amount of Phosphorus removal required for this site is 0.28 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner intends to purchase nutrient credits from a nutrient credit bank to achieve water quality requirements under 9VAC25-870-65. The Owner intends to purchase 0.29 lb./yr. of nutrient credits in order to reserve 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 St. 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 site is outside of the limits of analysis for Flood and Channel Protection requirements due to the site contributing drainage area being less than 1 % of the total contributing drianage area at the point of analysis. This project qualifies to meet 9VAC25-870-66 6.4.a. for Flood Protection and 9VAC25-870-66 C.3.a. for Channel Protection. dogwood //i 40 de 12' enrich TMP 59-15A \ \ \ \ \ \ v c m ' \ \ \ \ \ \ 1.98 Acres \�\ \�Of 8 Ind � \ . a• \ \ 1 I I / �/�\ 1 \ I 16^ aloof \ \ \ \ \ Brick /j `\ '��N'w\\\\n9 d\\ sky S, 1 St o \� 24' pin aok \\ dogwood / X 11 � / \ \1 \ r \ DRAINAGE DIVIDE (TYP) NOTE: SEE TABLE ABOVE FOR DRAINAGE AREA INFORMATION 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 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 1 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 1 5 - I L Uii I u l ` 535 /^ \4 53 6 /gam--544 546 547 ap -_ 548 - - 548 5 549 548 9 54 549 _ S50 55 \ 549 Z 553 _ _ _ _ \ l� _ \ POST -CONSTRUCTION DRAINAGE AREA MAP Scale: 1" = 20' DA 12 `Z / DA 13 / / I 1000, 000 0000 DA 18 .0000 \ \ �o Y \- T1; I/ 1 Acres \ \ [\\ °0°FFF� \ \ \ DA 41 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 w Q Q W Q � Q LL i H O 0 STORM WATER MANAGEMENT PLAN Job Number: 22010 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 _- G TONAL E% Date: April 8, 2022 Revision: Scale: 1 " = 10' Sheet No.: copyright © 2022 by Woolley Engineering C600 9 of 19 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 LANDSCAPE LEGEND SYMBOL QTY PLANT TYPE 1 EXISTING TREE (TO REMAIN) + + 7 CANOPY TREES +O 15 UNDERSTORY TREES 0/0 22 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 PLANTING SCHEDULE BOTANICAL NAME QTY SIZE ROOT CANOPY TREES NYSSA SYLVATICA 3 3 1 /2" CAL. B&B QUERCUS RUBRA 4 3 1 /2" CAL. B&B UNDERSTORY TREES CARPINUS CAROLINIANA 14 2 1 /2" CAL. B&B CHIONANTHUS VIRGINICUS 1 8' HT. B&B SHRUBS BUXUS SEMPERVIRENS 6 5 GAL. CONT. BUXUS X'GREEN MOUNTAIN' 14 5 GAL. CONT. FOTHERGILLA GARDENII 2 5 GAL. CONT. 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 15 TOTAL UNDERSTORY TREES 15 SHRUBS PER UNIT REQUIRED 21 SHRUBS PER UNIT PROVIDED 22 TOTALSHRUBS 22 00 h / / / �j �Y hemlock \C �b�mlock OC dbl hemlo� v �— I£s\ �n�\ tP4mI k 7" hemlock 0.602 tri hack/ ,r 1,2"' hemlock hemlock / Pnla } \ I < 22 � •5 14 he lock m g35 L cn �\ Existing 1 Story k� An Frame OOF /r /390749.126/ 1146�623. 8 (11) CARPINUS ROLINIANA - // / O,NBEAM 38 poplar \ \, HATCHED AREA DENOTES ALBEMARLE COUNTY DEFINED CRITICAL SLOPES (TYP) myrtle CROSS HATCHED AREA DENOTES \ �� • DISTURBANCE WITHIN STREAM BUFFER \ \ 523 IMPERVIOUS AREA REMOVED = 551.6 SIF / l Q2� myr e / � P / PROPOSED NATIVE PIEDMONTYL'A T E MEADOWS (SE NOTES) EXISTINGTREE(T REMAIN), / nj tree / ° \bl dogwood 5 dogwood \ \ \ �� \� \�``,� (6) BUXUS SEMPERVIRENS - BOXWOOD I S / 0 HATCHED AREA DENOTES \ h / bl,- agnolia DISTURBANCE WITHIN STREAM BUFFER IMPERVIOUS AREA REMOVED = 224 SIF �' \ cn �. fJ1 J23 hardwoo \ + FA (2) QUERCUS RUBRA - NORTHERN RED OAK - - - - AMISFEEMA BLACK GUM Y ^ ,<(1) CHI�NTHUS VIRGINICUS- 00 ° �I FRIN� TREE 24" pin oak S\ 0° CROSS HATCHED AREA DENOTES DISTURBANCE WITHIN THE STREAM BUFFER dogwood AREA = 410.5 SF S24 Lit OPOSED N TIVE + PIEDMONT PLA T MEAADOWS \ N I E NOTES) do ood (2) QUERCUS RUBRA - < + + \ NORTHERN RED OAK \ + + PROPOSED NATIVE PIEDMONT I T f \ MEADOWS (SEE NOTES) \, + P� (3) CARPINUS CAROLINIANA - Ex. Rock W ^ � 52 \ 22 0Nl HORNBEAM all ( �, N \ rtle 532 �' I \ CROSS HATCHED AREA DENOTES DISTURBANCE WITHIN THE STREAM BUFFER 533 \ �L3 AREA = 707.5 SF (2) NYSSA SYL CA - e sN BLACK GUM \ \ � _ \ / (8) BUXUS X 'GREEN MOUNT N' - ogwood 534 _ \ \ \ GREEN MOUNTAIN BOXWOO �— 535 Fx I //\ \ \� \ ogv 536 Roo ti � 537 k x 9 �// /\ \ \ \ (6 BUXUS X GREEN MOUNTAIN'- \ 5—` _� —� 2" walnut lmde S 6 \ GREN MOUNTAIN BOXWOOD \ �54j—_ �/ / /^ / \ \ (2) FOTHE ILLA GARDENII - \ Job Number: 540 —� SNP \ DWARF WI H ALDER 22010 � / \ \ \ / / � � • 16" ce r 528�/ \\ \ TH OF I - �- 29 \, \ \ v J/ sN V ERIC W. WOOLLEY A LIC. N0. 37088 a 2 12" WOInUt ° 546 —/ ���9 /9, 546 �'��' ' /0 \ of� SC�9 �yo�i\ \ \ � — •ASS G�� 15" poplar 0" cedar $—� 5 �� S� 31 \ \1500 \ \ 549 N \ • dbl walnut \ ' \ NOTE: OTL101 FOR LIMITS OF 16" o lar �� � 549 S� Date: p p 5 0 54 A 20� IMP 59-15A \ sr, April 8, 2022 8" poplar 1.98 Acres \i \ PROPOSED PIEDMONT p p 50 Fti F�G� \ I \ \ \ \ PLANT MEADOWS \ Revision: / walnut walnut \ \ \� c�\SEE L501 FOR _ 8' wain 5 e9/ \ \ \ EADOW MIX DETAILS \ \ �`N\ A D ADDITIONAL 52 PLANTING DETAILS 14" cherry 0" poplar — — \ ��3 \ \ \ \ \ 12" w Inut \ \ \ 18 \ ° "wa\\S� 18"walnut � � �\\\ \\� � �\ \ \ \ � \\\ \ p "o \ \ \ � / I Scale: -C)' b apple J;- \ / I \ \ \ \ s\ \ 5' dogw 52 1 = 10' 8'alnut \ \ / / I I 6 alnut \ \ \ Sheet No.: \ 1 \ 55� \ \ \ \ \ \ \ \ osed 1&" walrut \ N9 0�wa1\ \ \ \ 8„ walnut \ SSN Brick 20 / s\ \ \ \ S C6o 1 dow \ \ �}Y^�� 1 Story 5 gd 10of19 0E E 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 s er,4 pof/a � I Q Z z Q, > 1a E LLJ J LU Q CQ _ w ~ � Q � ILL O r�^ Z Oo U copyright © 2022 by Woolley Engineering "TP R 1000 GALL CAST ON TOP SEAM TANK 27 MAXIMUM BURIAL DEPTH 3 FT. } 6 "t- 24 4" CLOSED END 41NCH PRESSURE BOOT SEAL SEALS IA5TM 1227) AINLET ,eilr - SIDE VIEW 71" SEPTIC TANK � 55 " WWW.HANOVERPRECAST.COM I • 4112" T '0R-IQ` NOT TO SCALE 9911 ZI" w 24"�. 1 � I I I I I I .OR-Vt" NOTE: DEEP BURIAL REQUIRED ConSeal CS-102 314" MEETS OR EXCEEDS ASTM C-990 MEN 4" CLOSED END BOOT SEAL A923 Al — OUTLET Flo WPM E�A 1000 GALLON MID SEAM PUM BRING TO GRADE WITH E-Z SET POLY RISERS � am :rntimr vn fi-ss.; i INLET 4" HIGH PARE SEALS (ASTM 1Z271 69" MAXIMUM BURIAL SIDE VIEW 1 1 53„ 54„ WWW.HANOVERPRECAST.COM WEIGHT 21.64 GALLONS PER INCH 12500 LB. INLET AND OUTLET HAVE 4INCH rTO P VI EW 6X6X10X10 REINFORCING WIRE CLOSED END BOOT SEALS. MEETS � 4•'PVG COUPLER OR EXCEEDS ASTM 1227 & 923 „ NSPEGTIGN F11Rr ;�. ON SIDES. TOP HAS #5 REBAR SIDE INLETS HAVE PRESSURE SEAL 1. 5000 PSI CONCRETE WITH FIBER NO RUST POLY HANDLES 24" INCH ROUND FOR SECONDARY REINFORCMENT TAPER MANWAY "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLAND.VIRGINIA. IT IS INTENDED FOR USE BY THOSE DESIGNING WITH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND THE INTENDED USERS WITHOUT EXPRESSED CONSENT OF HANOVER PRECAST INC.15 FORBIDDEN." COPYRIGHT 110112012 (804) 798-2336 FAX (804) 798-2339 JANUARY 2015 PAGE 2 1,000 GALLON SEPTIC TANK DETAIL n.t.s. ' OR--1f2" NOT TO SCALE 99" y NOTE: �T DEEP BURIAL P TANK REQUIRED USE SILICONE ADHESIVE BETWEEN RISER JOINTS JOINT DETAIL I 4" TOP HALF I i OF TANK 12It 4" HIGH PRESSURE SEALS (ASTM 1227) OUTLET I 30 To HALF OF / TANK ConSeal CS-102 1" 49" 53" MEETS OR EXCEEDS ASTM C-990 ' 34" APPROX. WEIGHT TOP HALF 4,500 LB. i BOTTOM 4,500 LB. aR-10" TOTAL 9,000 LB. INLETS & OUTLETS HAVE 4 INCH TOP VIEW HIGH PRESSURE PIPE SEALS �� 24" E-Z SET 6X6X10X10 REINFORCING WIRE MEETS OR EXCEEDS ASTM 1227 62 POLY RISER 6000 + PSI CONCRETE WITH FIBER (10 PSI) 0 FOR SECONDARY REINFORCMENT T USE 30" RISER FOR DUPLEX PUMPS "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 U0112012 (804) 798-2336 FAX (804) 798-2339 WWW,HANOVERPRECAST,COM JANUARY 2015 PAGE 27 ! PUMP TANK 1,000 GALLON SEPTIC PUMP TANK DETAIL n.t.s. 12' SM-9 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 3" BM-25.0 ASPHALT PAVING SECTION DETAIL n.t.s. SQUARE TAPERED POLYPROPYLENE CATCH BASIN (RISER) W/ U.V. INHIBITORS. C.`IIi7•r: x w w 8" x 8" GRATE 8" x 8" GRATE TOP SLOPE BROWNSTONE TAR & CHIP TER FABRIC 4" COMPACTED AGGREGATE I BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 BROWNSTONE TAR & CHIP SECTION DETAIL n.t.s. CONTRACTOR SHALL COMPACT EACH LAYER OF BACKFILL PRIOR TO INSTALLING EACH EXTENSION RISER 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/usMP PLAN AMENDMENT Q W Z ry z LU J LU Q ry Q LLJ C0 cl�Q LL v J H Z Oo U GENERAL DETAILS 9"SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. .lob Number: INHIBITORS. 22010 VDOT #57 GRAVEL BASE rER[CW. 0Q 4" DEPTH I•tr� 8Y Y 1I 111 —11T —11T —11T —11T —11T —11T I -I I I -I I I -III -III -III -III -III -I I I-III-III-III-III-III-III - III : 1=I I I —I I I —I I I=I I I=I I I=I I I=I I I= NOTE: CONTRACTOR SHALL INSTALL BASIN PER MANUFACTURER'S SPECIFICATIONS. COMPACTED SOIL A SUBBASE �SSJ'ONAL Si 1 1 I- - I I= Date: April 8, 2022 IIII I Revision: $' WEEP HOLE IN EACH CORNER YARD DRAINS I N.T.S. Scale: 1 " = 10' Sheet No.: copyright © 2022 by Woolley Engineering C700 11 of 19 5ti6 9 / , 96 \ 80(j 2S \ 0 525 S soap \ \ \ y\ \ \� \ 8 , RT . 501 4270 vv � \ V 11. U N 0, I / \\ / < �A 7 \ I \ � 5 6 tp I I \ A- 7 I I I / / / )/ © , / 2 , O//CDT Qj P 5�g 0 \ \�\ ti 235 3g \ / � �® // / �� v J 4" GRATE_ _ _ � / CURB / ®� \ o L500 STONE DUST ATH ' L 00 ADA ACCESS RAMP \ ro o � ( 04AYFINDI G � 52�• �TRANNSITONSITE TOP OAREAS B L500 BRICK PAVERS VEHICULAR L 00 BANDS GRANITE COBBLE / IGN � � � \ o INLET TOP=5�4.00 � � 1 20' 8" / 02 62'-6" SEE IVIL 4" GRANITE F�A�MP @ I:)2 B K CURB --- RICKPAVERS_ -SAND SET / _ L "< AV S ON C NCRETE WI H 6'-0" 31'-0" 6'- 00 N �} ,v 3 =523.6 �1 ET TOP=522.00 \ / /BRICK CHEEK WALLS A D d.` � +5 6.15 FLUSH GRANITE CURB �L_>�_�52 - 23.68 / / �' E CIVIL s\ RAILI GS. SEE DETA . TC=526.48 _--- _ -- F! �<- / 5 ' + i PKG. SPACES 52 .4+ TC=525.1=524.33 c �� +5 CrpG \ TOP F WALLTYPIC L 527.0 13' @ 1:12- - I6 k P/ \ \ #'_1 I- ELINEATED BY ;C�525.6 Y-6" _ \ cL5' 6"MAX 52 .1 \ AVER COLOR , 1�• ICU \ ;` 5 -- - - \. / -- _ AL� R • .j THREE 6" RISERS. 4.0 0 6 ° \ / / CLR. + ' TWO 6" RISER55� 4'-6" R 27�i 4 i ADA PARKI SPACE /� SEE ARCH. + 523.95 i 4'-0" DRIVEWAY 527.08+ 5 T1� ' SEE ARCH. STONE DUST PATH TO` @ @ I:50 MAX SLOPES � � +BS 2 .37 BASEMENT DOOR. / 20.0" ; BOTHWAYS \ _ \ 5245�� LANDING DIN45 I L 5� 5„ ADA VAN ADA PRIVATE 5L�'=526.37 3 324.2+ \ 2� -7 ACCESS 525.6 +525.6 �. A / I ACCESS 1 PARKING 525.9 / AISLE \ § THREE RISERS. / o CON .PORCH EXTERNSION WITH 4" BRICK \ 06 5=52 + I WOOD ENCLOSURE FOR HVAC S� 9 S�\\ o SEE ARCH. (� W ELSTOPS AT OUTER EDGES. BY OTHERS. 3 24'-0" T-6" 5'-6" L500 I U / MATCH EXISTING PORCH DETAILING. 6' �8„ \ SEE ARCH PLANS FOR ALL BLDG. LANDING �526.15 �L5 6 ❑ I 9 e/ " \ 52 DIMENSIONS AND ELEVATIONS, TYP. +5 4.5 524.5+ THE COTTAGECb J \ DS TAVERN + r ALIGN C.L. OF WALKS / ADA VAN PARKING SIGN. co 52SILL�. aC WITH C.L. OF DOOR FRAMES TYPICAL `L S MOUNT ON 4" CEDAR POST. �J ACTUAL FFE OF � / / I FFE EXISTING PORCH=527.60 3'_78 ❑ � HYPHEN BLDG. Posr LIGHT, TYP. PARKIN /HE CIVIL P NS J / � ASPHALT PAVING AT ENTRY - = SEE CIVIL DRAWINGS 0 W OOLLEY 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 Q) Z Z Q) Lu w Q Q W Q - m ~ 12j,CL Q � LL 0 Z Oo U VICINITY SITE PLAN CONTRACTOR SHALL CONFIRM I 1 11 525.9 02 LnA�7� F\�\Job Number: +526.$ BRICK PAVERS - SAND SET BRICK PAVERS - SAND SET \ / \ o9A L500 2 ,) 22010 4U N 1 / JI / NEW BRICK PORCH STAI ®� i I TREAD BY OTHER 1 - 12" TREAD WITH 6" RISE 0 o � � / / CD co \ ® EXISTING BRICK PATIO v / "0 I i✓ � c ��g . � Rock EXISTING KOI POND G-0" RI '-516" \ P IV TE P IGN ALIGN C.L. OF WALKS �J 01 OUNT O WITH C.L. OF DOOR +526.6 ® POST. ! �FR�, TYPICAL 5�6.20 + + 26.Io R \ F�5 5�6' 526.37 I_ TRENCH DRAIN, ALIT x $ 2-3 +526.1 4, 0„ 5�6.55 / SEE DTL. R. 4, 0„ 6 F\�pC F_ 526.10 526.05 -- AL-IG irJ ADAACCESSIBLE ' ROUT IS PROVIDED c�65 1 T-58 THE PLAN ASSUMES THE FFE TO IS DOOR. SHOWN BY THE SURVEYOR ® ® 6' -6" ® \ REPRESENTS TOP OF SUB -FLOOR. 526.9 526.35 \ ACTUAL FFE OF ADDITI 526. 7 lr`�4�-I I" CALCULATED AS 526.62 6 GJ� 4'-0" 3T 0"- coot ALIGN C WALKS PATH LIGHT, WITHtt O DOOR TYP. \ FRAMES, TYPICAL / o SECRET GARDEN 24'-0" \ YARD INLETS \ S�E�IL, TYP. 4L�6 374'-I I" L 55.5 10'-216 525.95 ALIGN �AtIGN �L 5� si6.os L� SHED + + SSA\ fop \ 56 F\oot 526.10 4'_0" 526.15 \ 5 \ c� 6' 07 5�I +526.05 526.15 �\e ) 41NCH DRAIN L500 JL� - �6� o o I ® 4, 0„ ® 4,_0„ 5 ® / +527.6 c. + 26.4 526.45 6 J /Z Rock I�tatl � r - 526.9+ 05 5�� S L500 STONE DUST PATH 4' WIDE WESTERN RED CEDAR WOOD STAIRS. SIX (6) 8" RISERS EXISTNIG STONE WALL WITH 12" TREADS. BUILD LANDING TO REMAIN OVER TOP OF WALL BY OTHERS. \j9TONfrDUST 53 3 PR P SED KO OND BY T RS 17'-0" / -0" \ � PATH 3 0 5 1 \ \ / \ \ / \�PLTH OF \ EDGE OF N AREA. SEE 57 IN PLAN STDAVID T. ANHOLD a / r' Lic. No. 00311 \0 ti / / \\rR \ LANDSCAPE PAVEMENT KEY SHAPE N UMPROPOSED COBBLE PAVING Date: April 8, 2022 V A PROPOSED SAND SET BRICK PAVERS Revision: / /o o PROPOSED BRICK PAVING VEHICULAR / ° 529 PROPOSED GRAVEL PAVING � I / ° \\ \ \ \ \ \ Scale: \� ® ° \ \ \ \ \ S�� Sheet No.: \ \ \ \ \ J 0 4 8 L 100 M 12 of 19 copyright © 2022 by Woolley Engineering LANDSCAPE CALCULATIONS AND NOTES 7. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE � ^ 7 I. STREET TREES SCHEDULE AND THE PLANS, THE CONTRACTOR SHALL FOLLOW THE — — REQUIRED STREET TREES = 153 SF / 35' = 4 TREES PLANS. PROVIDED STREET TREES = 4 TREES 8. TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED 2. PARKING AREA TREES HIGH QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND \ O INTERIOR TREES REQUIRED = I I/10 = I TREE ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. THE // INTERIOR TREES PROVIDED = 4 PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER EXIS�fING SPECIM TULIP \ O 3. PARKING AREA LANDSCAPING: 9. CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING / \ 1 POPLAR TO —RE _ AREA REQUIRED = 4038 SF PAVEMENT X 5% = 201 SF BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN / I \ \ — — — — AREA PROVIDED = 2000 SF POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES ` / -PROPOSED NATIVE GRASS — 2S TO PREPARE THE PLANTING AREA. 1 0 % / O 0 0 � AND WILDFLOWER 4. CANOPY REQUIRED = 47062 SF SITE AREA X 10% = 4706 SF 0 CANOPY PROVIDED = 7000 SF = 15% 10. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND II / nl MEADOWS HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. / // 0 0/ O W O O _ \ S. STREAM BUFFER MITIGATION CALCULATION 0 0 " O UNITS REQUIRED 11. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT ' //00000 ` O 0 _ _ — CANOPY TREES REQUIRED = 8 AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. / / 10 O Q -0 7 S�;\ CANOPY TREES PROVIDED = 8 / / 1 \ O J �\ UNDERSTORY TREES REQUIRED = 14 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND / / O S� "P O 0 UNDERSTORY TREES PROVIDED = 14 HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING / / }� / 0 O O O 0�� 0 O O 0 _ I I CAR SMALL SHRUBS REQUIRED = 25? ANY CONSTRUCTION WORK. w / O M O O — PIEDMONT MEADOW SUBSTITUTED FOR SMALL SHRUBS = .15 ACRES 13. THE PLAN SHOWS THE FOLLOWING: A) PLANTINGS TO MEET 0 / I 000 Q MINIUMUM ALBEMARLE COUNTY SITE PLAN AND ARB REQUIREMENTS, 0/ 00 Q 0� O 00 0 O O 0 O — — — — — — 6. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO AND B) OPTIONAL PLANTINGS THAT ARE IN ADDITION TO COUNTY 1 0 — \ 11X \ TREES IS PROHIBITED. REACH AND BE 1HINED AT, MATURE HEIGHT. THE RUBS AND TREES SHALL BE PRUNEDPINGMINI OF REGULATIONS. DURING SIITTE PLAN CONST UTION.REQUIRED HOWEVER, BASED BUDGETS ANDINSTALLED O O N O I ( O IO 0\ o- O O 0 O000 O O 0 O O 0 \ \ AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ALL PHASING STRATEGIES, THE OWNER RESERVES THE RIGHT TO INSTALL OR / 0 0 — — LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY TO NOT INSTALL ALL OPTIONAL PLANTINGS AS A PART OF THIS SITE O O O O O O O O O O 0 -a 0 6 O 0 \ \ \ \ CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' PLAN AMENDMENT. / 000 Oj O FAT 0 � 0 \ \ \ \ \ \ ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT 000 0 0 Y T 0 0 O Oi 0 0 C J 0 \ `\ \ FnPaved \ \ MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 0 / 0 00000 0 0 0 0 0 0 0 once j000O 10 0000 ��0000 000 00 000 Ot\ �> 3cAR 0 0 O O O 0 Q 000 00 / 000 I 000 � O O O �Q' 0 /D 0 0 00 0 0 I� / 0 0 0 0 001 0 0 0 0000� 0 0 0 0 0/000 /\00 R E 00 000 0000 00000i00� O 00 \Q0 O 000 0/ O O /0' O O 2 O 0 00 0 0 0 0 0/ 00 0 0 0 0 O O O O d 0 0 ``� 5 6 000 / 0 /'0 0 0 0 0 0 0 T 0 0 0 0 0 0 0 0 010 006 O OI� w 0 0 0 0 00,-0 0/000 � o iio0000 00000//0000 0000 �OI� O O O p O r, OIfO O O O O //00 O O O Oil 00 O' O O O O O 1O / 6vvbb O O O 000000// 00000 00� O E Ill 0 / zi O O 0 0 0 0 0 0�, 0 0 0 0 0 0 00 0 0000 00 0 0 0 O 0 / O 0 0 0 O O O O O O 00 00 00 0\ 000 00 0 ,0�0 01 2QR3 I �000 O 0 0000 I 00000 ESQ �E�O 00 O 00 / / 0 0 / 0 0 0 0 0 0000/ O / / 0 O O O 0 0 0 O O O O 0 0 0 0 0 O E O O O O O/O \ O O` / O O O GJ O O O ��TIppN O O O 0/0\0 �0/O 00000 100000 00 �IN O O 0 000 00 00 QO ALL EXISTING TREES IN THIS AREA TO REMAIN. ;' / / �� I _ — — 00 2 Qll ♦. O PARKIN Ell CIVIL Pll O / O0 O / 0 I N$ / / // ® _ - 00 0 0 0 / / 23 3g PROPOSE NATIVE GRASS AND ILDFLOWER 16 BS MEA7 UNDERSTORY i / T o O\ \ 2 INS�\ I CHV PROPOSED HERBACEOUS P S / 8/BGM a I CHV PLANTING AREAS I CHV P I CHV ��� 10IV f 0 / \ 6 BGM - - 6 BGM 10 BGM 0 -------- 4\ SGM I CHI` 77 q3 Fx Sic' / I \ 0 89M / e/ DRIVEWAY o V PLANTING KEY PLANTING 10, PLAN THE COTTAGE DS TAVERN KITCHEN GARDEN 6 RO I FC PROPOSED DECIDUOUS TREES / I><❑ PERENNIAL AREA t / / � 0 PROPOSED EVERGREEN TREE / SHRUB Job Number: 6 IV ❑ 4 RO / //22010 /�'S24 + / + + + // / \ ° EXISTING DECIDUOUS TREE �p,LTH Op 2 H �' / — _ \ — — I I BSF + / \ + + + + + S i // / /— — — — — — \ EXISTING EVERGREEN TREE / SHRUB U DAVID T. ANHOLD 9 — — — — — — — +r+ LAWIl A+R / / ° ` \ \ e Lic. No. 00311 / \ + + / \ \ 6 VAC I+PA+ + + + + + + + + + + + + +\ + + + + + + + + / KO P OND , /// / \ \ \ \ PROPOSED KITCHEN GARDEN + + + + _ — / / \ \ \ \ Date: April 8, 2022 + + + +$EGRET C, F[ + + \+ + 3 BSF o / + + + + + + + + + + / — / > + + / / / � `� `�\ + + PROPOSED LAWN RevlSlOrl: +++++ ++ -LAWN AREA + ++ ++++\\++ + + + + + + + + + + + + + + PROPOSED NATIVE PIEDMONT + + / (� / o 0 o PLANT MEADOWS + + + + + + + + +j PLA TING // // //� ` 52 EXISTING BRICK EXISTING KO + \ + + + + + + + + + + +/+ + + + + RSA$ + + + 2 BSF / / / / / _ _ _ \ ° 529 PROPOSED PLANTING BEDS PATIO POND +\ + + +++++++( + + + +++++++ — — ---I / // // �/ ` 30 `�\ i\mg V)/ Scale: ]BSF I BSF<:, <,< / \ \�� \ ` O l / _ a EXISTING HERBACEOUS " `" \' o \ \ �� �� ` Sheet No.: HEMLOCK SCREEN TO 4 H Q PLANTING AREAS \ O REMAIN GRAVEL PATH ALONG 3 BGM,_ / I \ 0 4� 8 \ 16� \ 6 ` STONE WALL PEO E�-OGOw G ,5� o�N 1 L 101 W 13of19 E E 0 W OOLLEY 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) 10 LLJ J LL] Q Q Q � W m ~ � Q ILL 0 OD OL 0 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. [I" SAND SETTING BED 5" CONC. BASE WITH 6X6 W1.4/1.4 WWM SURE -LOCK 16' THICK COMMERCIAL ALUMINUM EDGING. FASTEN TO CONCRETE @ 12" O.C. 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 I "= V-U �p N LO O v �M 4X4 POST. SEE PLANS FOR LOCATIONS. — 1 X 4 FRAME — 1 X 4 FRAME BRICK PAVERS WITH SAND SWEPT JOINTS. TRYON HAND MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL SELECTION BY OWNER & ARCHITECT. I" SAND SETTING BED SURE -LOCK i6" THICK COMMERCIAL ALUMINUM EDGING. A3622M OR APPROVED EQUAL. SECURE WITH e" X10" SPIRAL STEEL SPIKES @ 12" O.7C 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. 02 BRICK PAVERS - SAND SET L500 1"= 1'-0" BRICK PAVERS WITH SAND SWEPT JOINTS. SEE DTL. 4" X 16" GRANITE CURBING. ALL EDGES ARE SPLIT. 4' TO IV RANDOM LENGTHS. VEHICULAR PARKING AREA PAVEMENT SECTION. SEE CIVIL DTLS. UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN CONCRETE BASE AND HAUNCHES. 03 BRICK PAVERS WITH GRANITE CURB L500 1"= 1'-0" FACE OF PROPOSED KOI POND WALL BY OTHERS. SITE CONTRACTOR SHALL COORDINATE ALL SITE AND LANDSCAPE WORK 3„ WITH THE POND CONTRACTORS WORK. 12, BRICK PAVERS SHALL BE BONDED TO CONCRETE AND ACO BRICKSLOT. CONTRACTOR TO PROVIDE SHOP DRAWING. TRIM BRICK THICKNESS AS REQUIRED. SEE PLANS FOR BRICK PATTERNS AND LAYOUT. ACO RECOMMENDATION IN M E IS TO FIX OR BOND PAVER TO BRICKSLOT - � 00 �1rE1 B� Lu EE NOTE 4 TYP, SLOPE TO SLOPE TO DRN. DRN. BRICK PAVERS SAND SET. SEE BRICK DETAIL. SEE PLANS FOR BRICK PATTERNS AND LAYOUT, V 'a ad ,Q d ° t c WOOD LATTICE AS SHOWN. 4' 1100r1 j \j °d a' „ \ 1 X4 FRAME —M ° .\ .l .\ G 8 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 L500 1"= 1'-0" 1-1/2" DIA. STEEL POSTS AND RAILINGS WELDED CONTINUOUS. POWDER COATING FINISH. COLOR BLACK. SET INTO CONCRETE BASE WITH HYDRAULIC CEMENT. — V-2" 3'-8" T-0" CLEAR TYP. 10'-4" T-0" TW 528.00 J 4" TYP. d TYPICAL z wg a - o LL N LLU wU) p Uj Na RAMPS @ 1:12 MAX. - FACE BRICK SHALL MATCH EXISTING BRICK ON THE COTTAGE PORCH. T-8" MORTARED CMU. GROUT ALL CAVITIES SOLID. PAVER BRICKS WITH SAND SWEPT JOINTS SHALL MATCH VEHICULAR PAVERS. X Lu FIFE VARIES. SEE PLANSa d 1" SAND BED 4" CONC. BASE 4" 21 A AGG. COMPACTED AT 100% 4' 1100r1M] CONC. ENCASEMENT AND INFILL. 4' 1100P)ml c NOTES, 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY DE 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' C3nn] 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. 07 BRICKSLOT TRENCH DRAIN L500 NTS 1'-0" FINISHED GRADE VARIES. SEE PLA& FIN VAI BRICK PAVERS WITH SAND SWEPT JOINTS. SEE DTL. 4" X 16" GRANITE CURBING. ALL EDGES ARE SPLIT. 4' TO 10' RANDOM LENGTHS. STANDARD 4 X 5 X 9 GREY GRANITE COBBLE RUNNING BOND PATTERN MORTAR JOINTS @ 41 6" VDOT 21A AGGREGATE, COMPACTED AT 100% 1" MORTAR SETTING BED CONCRETE SLAB WITH WITH 6X6 W1.4/1.4 WWM CONCRETE BASE AND HAUNCHES. 04 GRANITE COBBLE BANDS L500 1"= 1'-0" SPECIFICATION CLAUSE KIDD KLASSIKDRAIN WIBRICKSLOT 100 HEEL RESISTANT - LOAD CLASS A GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K100 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AND BRICKSLOT AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% FROSTPROOF YES D117 SALT S AND A MST COMPLIAANT YES B11] SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE A- (100mm) NOMINAL INTERNAL Vd DTH WITH A 54' (130mm) OVERALL WIDTH. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY AGO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. BRICKSLOT SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. CHANNEL AND BRICKSLOT SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. THE BRICKSLOT GRATING SYSTEM SHALL HAVE AN OVERALL INTERNAL WIDTH OF 0.88-(22.35mm) WITH TWO 0.31-(8mm) SLOT OPENINGS AND WRH A 0.25-(8.35mm) TAPERED BAR BETWEEN THE TWO OPENINGS TO PREVENT DEBRIS FROM BEING TRAPPED. THE BRICKSLOT GRATING SYSTEM ADDS 32]" (83mm) TO THE OVERALL HEIGHT OF THE K100 SYSTEM DIA. STEEL POSTS AND RAILINGS ED CONTINUOUS. POWDER ING FINISH. BLACK COLOR. SEE 3 FOR POST LOCATIONS. BRICK CHEEK WALL SHOWN BEHIND FOR CLARITY. WALL FOOTER SHOWN BEHIND FOR CLARITY 3/16" X 6" STEEL, COMMERCIAL EDGING FROM COL -MET OR APPROVED EQUAL. BLACK POWDER COAT FINISH. FLUSH WITH TOP OF #10 STONE DUST V #10 STONE DUST FINISHED GRADE VARIES. SEE PLANS I I I I I I I I I I I I I 4" VDOT #21 A AGGREGATE - AT 100% COMPACTION. 16" X 10-GAUGE STEEL STAKE FROM LANDSCAPE FABRIC, COL -MET. BLACK CONTINUOUS BELOW STONE POWDER COAT FINISH 100% COMPACTED SUBGRADE TESTED & APPROVED BY OWNERS GEOTECHNICAL ENGINEER 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. 05 STONE DUST WITH STEEL EDGING L500 NTS 0 VOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooRey-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 Q W J W Q Q Q � .�y/� C0 C/) � LL 0 Oo U SITE DETAILS Job Number: 22010 o���PLTx of GSA -> DAVID T. ANHOLD Lic. No. 00311 PE 1 Date: z' 4^ TYP NO CMU SHALL BE April 8, 2022 REINFORCED CONCRETE UNDISTURBED SUBGRADE OR VISIBLE ABOVE GRADE Revision: FOOTER. BOTTOM MIN.V COMPACTED STRUCTURAL FILL TO ON ANY FACES, TYPICAL. BELOW GRADE TYPICAL. #4 REBAR. @ 16" O.C. 98% PROCTOR DENSITY MIN TYPICAL. 08 ADA ACCESS RAMP L500 1 "=1'-0" Scale: As Noted Sheet No.: copyright 0 2022 by Woolley Engineering L500 14of19 STAKE TREE WITH (2) TREATED 2" TREE STAKES (8'-0" LENGTH) "ARBORTIE" OR EQUAL TREE TIE MATERIAL (1" WIDTH). NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 3" DOUBLE SHREDDED HARDWOOD MULCH, DO NOT PLACE AGAINST TRUNK ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING r I� 0 o� c V rM 2.5 X ROOTBALL DIAMETER MINIMUM DECID TREE PLANTING DETAIL 1/2" = V-0"_XREF 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING v SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE T DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH -f� MEASURE BEFORE DIGGING TO L AVOID OVEREXCAVATION DRIVE STAKES AT ROOTBALL EDGE 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 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 PLANT SCHEDULE QTY I SYM BOTANICAL NAME COMMONNAME SIZE ROOT SPACING NOTES CANOPY TREES 2 NS NYSSASYLVATICA BLACK GUM 31/2"CAL. B&B SINGLE STRAIGHT LEADER 5 QR3 QUERCUS RUBRA NORTHERN RED OAK 31/2" CAL. B&B SINGLE STRAIGHT LEADER 1 ME MAGNOLIA'ELIZABETH' ELIZABETH MAGNOLIA 21/2"CAL. B&B SINGLE STRAIGHT LEADER 8 TOTAL CANOPY TREES U N DERSTORY TREES 14 CAR CARPINUSCAROUNIANA HORNBEAM 21/2"CAL. B&B 4 CHV CHIONANTHUS VIRGINICUS FRINGETREE 8' HT B&B UPRIGHT, SINGLE LEADER IF POSSIBLE 10 HV HAMAMELIS VIRGINIANA'HARVEST MOON' HARVEST MOON WITCH HAZEL 8' HT B&B 3 OV OSTRYA VIRGINIANA HOP HORNBEAM 8' HT B&B 1 PA PRUNUS AVIUM'WHITE GOLD' WHITE GOLD SWEETCHERRY 8'HT STAN DA RD ROOT STOCK 31 TOTAL LIN DERSTORY TREES SHRUBS 16 BS BUXUS SEMPERVIRENS BOXWOOD 5 gal. CONT. AS SHOWN FULL WELL FORMED 75 BGM BUXUSX'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 5gal. CONT. AS SHOWN FULLWELLFORMED 10 BSF BUXUX SEMPERVIRENS TASTIGIATA' FASTIGIATA BOXWOOD 5 gal. CONT. AS SHOWN FULL WELL FORMED 1 FC FICUS CARICA'BROWN TURKEY' BROWN TURKEY FIG 5 gal. CONT. AS SHOWN FULL WELL FORMED 13 FGG FOTHERGILLA GARDENI I DWARF WITCH ALDER 5 gal. CONT. T-0" O.C. FULL WELL FORMED 4 HQPW HYDRANGEA QUERCIFOLIA'PEEWEE' DWARF OAKLEAF HYDRANGEA 5 gal. CONT. FULL WELL FORMED 25 IV ITEA VIRGINICA'SPRITCH' LITTLE HENRY ITEA 5 gal. CONT. AS SHOWN FULL WELL FORMED 8 VAC VACCINIUM ASHEI X CORYMBOSUM SUNSHINE BLUE DWARF BLUEBERRY 152 TOTALSHRUBS GRASSES& FORBS ALL ALLIUMSP DRUMSTICKALLIUM BULB AS SHOWN AO ASPARAGUS OFFICINALIS ASPARAGUS ROOT AS SHOWN HAB HEUCHERA'AUTUMN BRIDE' AUTUMN BRIDE HEUCHERA GAL CONT. 24" O.C. MP MENTHA PIPERITA PEPPERMINT GAL CONT. PA POLYSTICHUMACROSTICHOIDES CHRISTMAS FERN GAL CONT. PM PYCANTHEMUM MUTICUM CLUSTERED MOUNTAIN MINT QUART CONT. 10 RO ROSMARINUS OFFICI NALIS ROSEMARY GAL CONT. ARID ASTER DIVARICATUS WHITE WOOD ASTER GAL CONT. OGV IORIGANUMVULGARE JOREGANO IGAL CONT. FLOWER LAWN CS COLCHICUMSP. AUTUMN CROCUS SPECIES BULB CV CROCUSVERNUS VERNALCROCUS BULB C CHIONODOXA GLORY OF THE SNOW BULB MA MUSCARI ARMENIACUM GRAPE HYACINTH BULB 1 PLANT SCHEDULE L501 NTS gyp• �0 PLAN VIEW FINSH GRADE PLANT ROOTS T( BE STRAIGHT t UNDAMAGED B) INSTALLATIOt MINIMUM BURIAL, 5" INTO SOIL SECTION VIEW PLUG PLANTING DETAIL L501 NTS TRIANGULAR SPACING ROOT CROWN LEVEL WITH OR JUST ABOVE FINISH GRADE ,MP FIRMLY ) ELIMINATE R POCKETS IN )IL 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTS IN OFFSET GRID UNLESS OTHERWISE SHOWN ON PLANTING PLAN DS TAVERN SEEDING SCHEDULE ERNST CONSERVATION SEEDS PARTIALLY SHADED ROADSIDE MIX -ERNMX-140 PERCENTAGE/I BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 49.70 % Schizachyrium scoparium Little Bluestem Fort Indiantown Gap -PA Ecotype $16.22 16.80% Elymus virginicus Virginia Wildrye PA Ecotype $10.14 9.00 % Echinacea purpurea Purple Coneflower $43.20 6.50 % Elymus hystrix Bottlebrush Grass PA Ecotype $30.20 3.50% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Heliopsis helianthoides Oxeye Sunflower PA Ecotype $33.60 1.30 % Zizia aurea Golden Alexanders PA Ecotype $96.00 1.20% Pycnanthemumtenuifolium NarrowleafMountainmint $168.00 1.00% Penstemon digitalis Tall White Beardtongue PA Ecotype $168.00 0.90% Tradescantiaohiensis Ohio Spiderwort PA Ecotype $192.00 0.60% Liatris spicata Marsh Blazing Star PA Ecotype $252.00 0.50% Baptisiaaustralis Blue False Indigo Southern WV Ecotype $96.00 0.50% Geum canadense White Avens PA Ecotype $192.00 0.40% Asclepias tuberosa Butterfly Milkweed PA Ecotype $312.00 0.40% Aster lateriflorus Calico Aster $336.00 0.40% Aster macrophyl lus Bigleaf Aster PA Ecotype $336.00 0.40% Monarda fistulosa Wild Bergamot Fort Indiantown Gap -PA Ecotype $96.00 0.30% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.30% 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% Solidagonemoralis Gray Goldenrod PA Ecotype $264.00 0.10% Solidago odora Licorice Scented Goldenrod PA Ecotype $394.00 100.00%1 MIX PRICE/LB $37.40 Seeding Rate: 20 Ibs/acre with 30lbs/acre of a cover crop. For a cover crop use either grain oats (1 Jan to 31 Jul) or grain rye (1 Aug to 31 Dec). VA Northern PERCENTAGE/I • Piedmont UPL Meadow Mix - ERNMX-851 BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 67.90% Schizachyrium scoparium 'Camper' Little Bluestem 'Camper' $17.97 15.00 % Elymus virginicus Virginia Wildrye PA Ecotype $10.14 3.20% Coreopsislanceolata LanceleafCoreopsis $28.80 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 1.20% Pycnanthemumtenuifolium NarrowleafMountainmint $168.00 1.00% Asclepias tuberosa Butterfly Milkweed $312.00 1.00% Chamaecrista nictitans Sensitive Pea NC Ecotype $57.60 1.00% Heliopsis helianthoides Oxeye Sunflower PA Ecotype $33.60 0.70% Eragrostis spectabilis Purple Lovegrass Fort Indiantown Gap -PA Ecotype $240.00 0.60% Aster lateriflorus Calico Aster $336.00 0.60% Aster pilosus Heath Aster PA Ecotype $264.00 0.40% Monarda fistulosa Wild Bergamot Fort Indiantown Gap -PA Ecotype $96.00 0.40% Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30% Monarda punctata Spotted Beebalm FL Ecotype $312.00 0.30% Penstemon canescens Eastern Gray Beardtongue WV Ecotype $480.00 0.30% Penstemon laevigatus Appalachian Beardtongue PA Ecotype $336.00 0.30% Solidago nemoralis Gray Goldenrod PA Ecotype $264.00 0.30% Tradescantiavirginiana VirginiaSpiderwort Southeastern PA/Northern VAbl $480.00 0.20% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.200 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 I bs/acre; 1 Sep to 31 Dec). VA Northern PERCENTAGE/I Piedmont Riparian Mix - ERNMX-852 BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 20.00% Elymusvirginicus Virginia Wildrye Madison -NY Ecotype $10.16 17.00 % Sorghastrum nutans Indiangrass PA Ecotype $16.83 16.90 % Schizachyrium scoparium 'Camper' Little Bluestem 'Camper $17.97 16.00 % Andropogon gerardii Ecotype Big Bluestem 'Prairie View' -IN Ecotype $11.70 10.00 % Panicum virgatum Switchgrass NJ Ecotype $14.31 5.00% Chasmanthium latifolium River Oats WV Ecotype $96.00 5.00 % Panicum rigidulum Redtop Panicgrass PA Ecotype $57.60 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 1.20% Asclepias incarnata Swamp Milkweed PA Ecotype $177.60 1.00% Chamaecrista nictitans Sensitive Pea NC Ecotype $57.60 0.50% Helenium autumnale Common Sneezeweed Northern VA Ecotype $216.00 0.50% Heleniumflexuosum PurpleheadSneezeweed VA Ecotype $144.00 0.40% Aster puniceus PurplestemAster PA Ecotype $432.00 0.40% Eupatorium perfoliatum Boneset PA Ecotype $192.00 0.40% Solidagorugosa Wrinkleleaf Goldenrod PA Ecotype $264.00 0.40% 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 Et?] 0 W OOLLEY E NGINEERIN( Consulting Civil Engineers 210 5th Street NE Charlottesville• Virginia 22902 (434)973.0045 www.Woofley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com WPO/VSMP PLAN AMENDMENT 1� n\ Q W z n\� 0� W / z LU U-1 Q Q L1J Q m I- Q,CL Q 0 i i H 0 0 PLANTING SCHEDULE & DETAILS Job Number: 22010 NLTH p F UU DAVIDT. ANHOLD > r� Lic. No. 00311 C �4rCAPE X N Date: April 8, 2022 Revision: I Scale: As Noted Sheet No.: SHRUB PLANTING DETAIL L501 1/2" = V-0"_XREF copyright © 2022 by Woolley Engineering HERBACEOUS PLANTING DETAIL 11�L 1/2" = V-0"_XREF L501 15of19 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 0.67 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 clay loam about fifty-one (51) inches thick. The substratum is mostly multicolored sandy clay loam. Permeability and 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. gZ 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. Soil stabilization Blankets & Matting (3.36) Stabilizing disturbed areas of a steep slope, channel, or a shoreline by applying protective covering on a prepared area. The 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 this site is 0.30 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner intends to purchase nutrient credits from a nutrient credit bank to achieve water quality requirements under 9VAC25-870-65. B. Stormwater Quantity: The point of analysis for this project was chosen as the point where all runoff from the site converges just before P Y P J P 9 1 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 site is outside of the limits of analysis for Flood and Channel Protection requirements due to the site contributing drainage area being less than 1 % of the total contributing drainage area at the point of analysis. This project qualifies to meet 9VAC25-870-66 B.4.a. for Flood Protection and 9VAC25-870-66 C.3.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� V Q� > z Q W E J UJ Q Q Q W m Q CL LL r�^ 0 v, Z Oo U E&SC NARRATIVE Job Number: 22010 TH OF vr�'r ERIC W. WOOLLEY 9 LIC. NO. 37088 CS G� SrONAL EV� Date: April 8, 2022 Revision: Scale: As Noted Sheet No.: copyright © 2022 by Woolley Engineering ES 1.0 17 of 19 EROSION CONTROL LEGEND B/M 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 NOTE: SEE SHEET C6.0 FOR DRAINAGE AREA INFORMATION SEE SEPTIC DRAINFIELD INSET FOR E&S MEASURES ASSOCIATED WITH DRAINFIELD INSTALLATION /390749.126/114623. 8 � '`.•`• •` / DRAINAGE DIVIDE (TYP) : 1Z /,Lci// l \ � \� \•� LIMITS OF DISTURBANCE = 0.66 ac. 38 PoPI f` ce TP \ \ ��'� � / / � _ v � Aso 5�S � • v / \ C r Ste_ myrtle myr r523 e 00,00 i tree Z ° dbl dogwood do — V A �\ ��� &0 1st\ _ TP TP IP SF ot agn / O \ I I \ \ �sS N \ O CE 23 ha,j�!, r TP SR \ \ ------ PS PS ► 52 h \ O came / PS I SF \ I K hemlock � � � \ � �� �� ��o V - `F D c D F / �bl hemlock / PJ D \ \ PS \ \ PS �"�i"� 24" pin oak dbl hemloc / �Q IDS 53 trk� / / IP PS ml 0\\\ , / 7" hemlock � � FO \ \\ 0.602 / tri he k / otia �\ \ i�oc� ��� dogwoo I \ hemloc IP \\ . fruit I \\ 4 ' r 0 I G / / zE \ I SF \ da andIP < �� y / IP \ CONSTRUCTION / I \ �h F ENTRANCE WASHOUT 1 I IP O a� / �c ��— —I WITH 3/4" HOSE S\ (SEE ES3.0 FOR DETAILS) f \ o� SE LS Rock Wall PS Myrtle 532 _ \ IP NN\ PS IP \ S \ 5 \ h 534 �— 535 _ 536 mot- - z I _ �--5�37— `'walnut 5— \ —� �I _� / 53 2" walnut IP uildi g s?� 6 60 _ S ® _ / / 541 41\ / / 544/ / 45 //ln547 5468 pa5♦ \ % \v\ '`I►S ��� 2 12" walnut Soo \ 15" poplar 548 \ — 8 I \ \ \ �6 'J� se'Q �s SAF \ 1 °walnut 10" cedar \ 54 548 / \ \ \ \ \ rS\ // SS \ 3 \ �_ 549 �- 49 \ \ I I Drainfield Area 16" poplar �� �� \ 54 \� \` TMP -15A \ \ \ \ \ bl walnut \ PS 550 —� 550 ��— 549 �� q�O� 1. Acres \ \ \ \ I to \ 8" poplar 515 \ / IP \ \ 564 walnut \ I I -------------- walnut , \\ 8" walnut ° \ \ �� 5 55� _ / �_ -` \•�3 2 � 52-------�� \ \ 555 14" cherry 0" poplar 12" N , w Inut i 18" walnut — S� — — 18" walnut \. \ i� N /� \Inut \ \ I \ I I 6 alnut 9' (MIN) _ \ T \ \ s 552. \ \ \ � osed o \ I / I P \ ss I PS \ P 1 walrut V A — 1 I , � _SR \�v/I 8„ walnut \ SS \ \ 1 1 \ Bri 60 —� — PS \ PS \ \ S SS \ \ \ \ \ 1 1 ` ` \ 1� 0 10 20 30 \/ /' I Ps I — — SR S ' \ \ \ �� / //' c 1 ` 1 20" walnut SEPTIC DRAINFIELD INSET I I �\ ZoeR \ \ �•/ / / ,` _ ° ` , 1 '1/ 1 I Scale: 1" = 10' / 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) 111:: E Lu —i W Q ry Q LU m LL 0 Z Oo U E&SC PLAN Job Number: 22010 oTH OF vr�'r ERIC W. WOOLLEY 9 A C. NO. 37088 a o� l${vk �SSJ'ONAL ECG Date: April 8, 2022 Revision: Scale: 1 " = 10' Sheet No.: ES2.0 18of19 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 u 23219 DRAINAGE SWALE DIRECTS A A FLOW TO SEDIMENT BASIN b EXTEND FILTER FABRIC STAKE Landscape Architect: INTO TRENCH / A AnholdAap 8311 Rockfish fish Gap Turnpike 70' MIN, \ B Greenwood, VA22943 434.882.3420 41 DRIP LINE 3d° o 1 anholdla.com US ROUTE 250 (lVY ROAD) FLOW —� - -FLOW EXISTING §�Aq PIPE OUTLET TO FLAT I — EXISTING ASPHALT GRAVEL SNOW FENCE AREA WITH NO DEFINED PLAN VIEW CHANNEL III— III= =IIII�IIIIIiIIIIIiIIIIIi1IIIIiIIIl1111111„„III WPO/VSMP (ALTERNATE) ` 4„ 73" BACKFILL AND COMPACT POINTS A SHOULD BE HIGHER THAN POINT B. PLAN EXISTING711ALT VDOT #3 TOP COURSE:,: THE EXCAVATED SOIL. AMENDMENT EXISTING GRAVEL DRIVE SIDE ELEVATION VVVV�V V'1 Y VV, VVVi VYdV�V �V L a GENERAL NOTES - SILT FENCE d VVVVVV VVVV VdV 0 % 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 =dl d above ground elevation. 'x0.5' 1 OUTLET #3 STONE VY VVI 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 \\1\ the proposed location. GRAVEL 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no 41 5' ,q NOTES: 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 i( , Z TEMPORARY SAFETY FENCE — GENERAL EROSION AND SEDIMENT CONTROL NOTES \ PLAN VIEW O W / L1J \—� O O �0 CONVENTIONAL POLYETHYLENE FABRIC METAL (T) OR (U) (ATTACH TO POSTS WITH METAL DS Tavern Erosion & Sediment Control Plan E J WIRES POSTS ) � � w 0 o The County of Albemarle, Virginia O 0 0 12' MIN. o 0 0 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 L1J Q DOZER TREADS o 0 m -III III � —ul n�I° ul n�nF O O CREATE GROOVES o o week prior to the final inspection. � J Q III=III III—_-_ � . I III III=1 -IIII II�IIUII III II�IIG -1iI-III III III- O O O O PERPENDICULAR TO O O_O O O_ 0 5'-0"MIN 2. All erosion and sediment control measures will be constructed and maintained accordingLL g CL �, THE SLOPE 00 000 0000 0 to minimum standards and specifications of the Virginia Erosion and Sediment Control 0 3" VDOT 113 TOP COURSE SECTION A e 00 O 00 0 QO QQQ OOOOOoQOQQOQQ�QQQ00 _ _ _ _ _ _ _ Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. (� > ~ -A EXISTING GRAVEL DRIVE S`Op II=1 = III=III-III=III=III=III- II=III=1 NOTE: oo0Q00Q QQ Q Q II II II II II II II II II II II II II II II II II li 18" MIN 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. z 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' 2 x 4" WOOD FRAME I C I—n I I 1=1 I MITI-ITI DRAINAGE I -IT- III 2-3' (DEPENDING ON BIM BLANKETS AND MATTING MATERIAL) III III TS TEMPORARY SEEDING - = lll 111 I =LI l= Ill Ili 15' MAX, GREATER THAN VERTICAL I= I I I=I ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS ANCHOR SLOT -IIIII PLANTING DATES SPECIES RATE (Ibs./acre) ' -IIIII CUT STEPS WITH DRAINAGE SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS �" TYPICAL TREATMENT - 1 STABILIZATION BLANKET) E&SC III II TO THE BACK. AVOID LOW (Lolium multiflorum) (SOIL INSTALLATION CRITERIA DETAILS SPOTS. I I I I I1 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 PER 100 SQ. YD MATERIALSTAPLES ROLL. PER 100 SO. YDS. OF MATERIAL ROLL. Job Number: STEPPING CUT SLOPES .OF TERMINAL FOLD MAY 1 - AUG. 31 GERMAN MILLET 50 ANCHOR SLOTS, JUNCTION SLOTS 1 CHECK SLOTS TO BE BURIED 6" TO 12". 20 22010 DROP INLET (Setaria italica) STAKE WITH GRATE LAP FRAME I -I I I I— (UTEOMESH ONLY) TER _ 12" MAX. 4:1 OR FLAT6" `fH OF f r'r MAX. STEEPER 4.1 FABRIC f IIIII=I EDGE ND END JOINTSIN I TO BE SNUGLY ABUTTED O r J — 1L II IIIII= �` I � Exrc W. woorcEr 9 6-15" (JUTE MESH WILL HAVE I I I LIC. N0. 37088 � —III TEMPORARY DIVERSION DIKE STAPLED LAP JOINT IN 1„TO2' LIEU OF EDGE JOINT) wa 0 �4 � 1-3„ s o NALti�ry E _ I •, GROOVE BY CUTTING FURROWS —IIIII=I — 6" TO 8" MIN. F MAX. 4:1 OR FLATTER 1 Date: ALONG THE CONTOUR. T MAX. STEEPER THAN 4:1 1 IRREGULARITIES IN THE SOIL SURFACE —IIIII—I —_ CATCH RAINWATER AND RETAIN COMPACTED SOIL April ril 8, 2022 ELEVATION OF STAKE AND FABRIC ORIENTATION GATHER EXCESS AT CORNERS LIME, FERTILIZER AND SEED. GROOVING SLOPES 18"MIN' STAPLE FORMED FROM NO. 11 STEEL WIRE. Revision: FLOW CHECK SLOT _ _ 8" STAPLE MIN. LENGTH --I—I—I I —III —III —I —I —I FOR SANDY SOIL. 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. I 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 19 of 19 copyright © 2022 by Woolley Engineering