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HomeMy WebLinkAboutSDP202200025 Plan - Submittal (First) 2022-04-12DS TAVERN MAJOR SITE PLAN AMENDMENT TO SDP202000062 (PLAN TO SUPERSEDE SDP202100077) SAMUEL MILLER MAGISTERIAL DISTRICT 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. =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. 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 IDS 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 �_ o wO01)1 O o CJ C3 10, - o 4'OGI ❑ F`�s! 0706 q� o O � o O Cy SITE T SCALE. 1"= 500' SHEET INC>EX 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 MAJOR SITE PLAN AMENDMENT Q) Z zQ)w ry J W C� Z M _� m CL Q C/) n ` LL n O O Z O 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 19 E 0 0 WOOLLEY ENGINEERING PLAT SHOWING TOPOGRAPHIC SURVEY OF PORTIONS OF TAX MAP 59, PARCEL 15A AND PARCEL 15A1 \ SAMUEL MILLER DISTRICT \,^ ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 20' ' DATE: JUNE 14, 2021 Pale REVISED: OCTOBER 21, 2021 REVISED: MARCH 4, 2022 21-034 myrtle / t Adoydod / - ••+/ dbl mog olio ��/ ��\ ... ree • 3 dogwo od / tree m le5q5 Pole d ad 523.5 .....* Abe ... 523.5 54 / / myrtl rtle Cam- my 0 527.a ,0 CO boy t O do "ood / -� •• / S hay ��.�'•P ` y15 27 5 .5 524.0 524.7 �/' •�• I �� 4.752 ery 527.67 Floor boxwood emlac 4 adbl hemlock szze yro ��� 525.1 , 524.3 / Q�.00O 5 9 hemlock h !g _� ' 525.0 /tc0blhemlo k 527A hry o tri 7' hem10l rp rick 529.1 527.4 a tri hemla ario 26.8 527 ° /' •• •�`r?S, 12'heplock 527.8 aShrub ;525.3 y hh 12" he lock 529.3 527.6 / - Pole .0 ••� T ES 527.6 Aond Gravel 526.54 Floo : ( 5211.0 TW cell 14" emlock 526.56 Flo / - .••'' • /*♦_' r zes= 1.2 529.4 526.1 N ....... 1b� /' ••.0�� ••�+�rrr yrclE 527.8 N .D... ~• 525.1 526.56 Fbor LP 7.5 To Ees Rock Wall 5 Pole 526.7 525.1 526.56 Floor}' 0 Notes: N GRID NORTH - SPC VA SOUTH ZONE Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973�0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT EXISTING CONDITIONS EXHIBIT Job Number: 22010 ° 1 / \ 1. This plat Is based on survey prepared 10-26-2018, 06-14-2021, 10-21-2021 and this date. aLic. No. 2576 Date: ,��.� e� �i o° Rail Fence April 8, 2022 2. No title report furnished. utilities and easements other than those shown may exist. ��•� 86 0 .82 0444 yy-'---�� 77 �: .y y � ReVISIOrI: 3. TMP 59-15A and TMP 59-15A1 are subject to the following: -7 TMP 59-15 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: V = 20' Sheet No.: copyright © 2022 by Woolley Engineering C200 2 of 19 RELOCATE EXISTING POND FILTER HATCHED AREA DENOTES ALBEMARLE COUNTY DEFINED CRITICAL SLOPES 0.60� s 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 \�O'- `, APPROXIMATE LIMITS TO MILL AND REPAVE EXISTING ASPHALT REMOVE EXISTING CONCRETE WALK I ` (OPTIONAL) i J9 `T myrtle Q ` *tree / dbl dogwood 5 dogwood \ 0 % / I17S " � \ 519.8 ; 00 �� 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 A 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 titer O } \ 14" hemlock \ \ . Myrtle 12" poplar 8" poplar 10" cedar 16" poplar 8" poplar 14" cherry = . '18" walnut 18" walnut 10" poplar 18" walnut E= wall REMOVE EXISTING GRAVEL j\ REMOVE EXISTING UTILITY POLE \ , AND BURY SERVICE LINES \ / (BY OTHERS) 12" waln� 24" guml/"// � \ 6" ce r \ 8" walnut Is, A �O\ csG\, 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 \ / 1 CAM \dogwood / \ / b ad \V / / +LP%527.d lop 3 \ \ / \ Pole \ dogwood A RELOCATE UNDERGROUND ,PROPANE TANK (BY OTHERS) 4�% \ \ Exposed Rock crab apple EXISTING POLE (TO REMAIN) 6" walnut 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 MAJOR SITE PLAN AMENDMENT W Z Z /W Q _J W C� L Lu QL _j Q Q n ` LL O Z O U SITE DEMOLITION PLAN Job Number: 22010 110 F ERIC W. WOOLLEY 9 A LIC. NO. 37088 a o�4 l${, �SSrONAL ECG 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' / 34 / • / Existing 1 Story 1 Frame 4 31' O � 23' _ e / 33 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{ . 1 / Oo / 2°' IRS' 14.7, R 15' Uffe :➢ v 5 0 0 0 31,,, 1 25\ (TYP) \ 20' / KOI POND �\ BY OTHERS) 5 8 12.2' 14' O \ 27.5 4, �,\ 1.1 Existing O vFrame uildi g O 18 17 40 > E F / R39' R 12' 1 \ . 1 0 / h h 0 A �Oo " 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 MAJOR SITE PLAN AMENDMENT Q) z z LLJ J W Q i z Q LLJ ~ CL Q n` IL O O Z O 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 / . dbl dogwo d 5 dogwood' , i / I ' agnolia I S\ I � \\ S 23 hardwood \ P \ \ \ i 526— ,��� � L -T�S S26 1 �2 2 � s 52 Nlr / U / / ole J /1 t hemlock FD F� F FD I / dbl hemlock o 024" pin oak dbl hemla� Ids 53� tr mfack� / ty 7" hemlock tri hock / ° o / � ( r' �dogwood I \ \ it J S• 1,ze hemloc / 1 • fruit I f/12" hemlaTik } // ZE / • \ u� I N \ dogwood 5 S \ 14 he lock \ 5 \ La � 1 I O `a / / C ���C 22�' o�P� Al J Rock Wall / 52 NN� \\ )iyrtle 532 \ \ . i 533 Sys24, 24 \ / dogwood SITE — —_ \ 534 _ / }— \ 525% /\ \ \ \ NOT VICINITY SITE PLAN SHEET GRADING __ 535 J/ fx /\ \ \�'` 100 FOR ADDITIONAL SPOT 4ogv — — �— / tII� \ R°°k \ //^ Ns \ E EVATIONS \ PLAN 5 FPameg \ \\ \ \ 53� 539 Job Number: 54 j —� — I — —�� / \ �— 41 AL'\ �2�� \ \ S�� \ 22010 I 6" cedar \ \ \ \ f5t' -� \ \ \ %� \ \ \s�Tx of vr,� r �/ / � ' S ERIC W. WOOLLEY 9 \\ \\ \ \ n A LIC. NO. 37088 wa 2 12" walnut \ S�8 sF , o sv 47 \1500 15" poplar 5480" cedar —5 54-9 m \ S Date: 16" poplar 5 O 54 dbl walnut \ \ \ \ \ \ S� \ April 8, 2022 8" poplar — 550 a — �— 9Q�Gs 1.98 Acres \ \ \ Q 5 5 \� 0 GyF� \ I \ \ \ \ \ Revision: �— 3 t�� V 550 C� % / walnut walnut / / 1 �� \ _ �C• \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ � 18" walnut \\ �\� \� � 5 14" cherry 10" poplar — — \ \ `i 3 2 \ \ \ \ \ \ S \ " w Inut / 18" walnut \ S>� 18" wal Ln apple P. Q \ \ \ \ S 5„ dogw S& bInut \ \ \ I I I 6 walnut \ \ \ \ 559 — — \ �� \ \\ E osedck S • cSo I /� \ c'8 \ \ � 18" walnut 1/ 20 walnut \ 8" walnut \ SS \ 1 1 \ \ Brick / SSO 9 \ \ \ -- 60--.._�__.___..__` _ � \ \ \ \ \ SS \ \ \ \ �'� 1 1 ` / \ 10 5" O9w d 10 1 Stor I S� \ \Scale: 1 = 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 MAJOR SITE PLAN AMENDMENT Q) z z 10 Q) uw J W Q ry i z Lu m ~ 121, Q n` -� IL 0 0 Z • z 0 U Scale: 1 " = 10' 52 \ Sheet No.: 1 C401 2 S439 5 of 19 copyright © 2022 by Woolley Engineering 3907309.120/11463623.028 18" Walnut S _ SORC�IN�ONTI - - \ \ +Pole S N(1ED) 20'-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 (BY\�ER�j/ 1,000 GALLON TOP SEAM CONCRETE O Drainfield Area , ry tx _ I SEPTIC TANK -DEEP BURIAL 12" ES-1 31 / / QPQ / H _ \ 24" RISERS WITH LIDS 12" ES-1 / 564 �TYR), _ -� _ _ ZABEL A300 12X20-VC-BALL EFFLUENT FILTER Rim = 525.00 i�-5Ga + 2" SCH 40 PVC PRESSURE MANIFOLD + O / O 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 S 50 / _ e FOR ADDITIONAL DETAILS �✓ Q`�e S / Q /L WL \ S,8 4 S \ C� \ p SEPTIC DRAINFIELD INSET /" Cy4 SCALE: 1" = 10' / /� p � �� �S. pCG C � MHb Rim = 525.00 �\ DI 32 S / / o S h C Pipe 9 521.80 p\ j Rim = 528.00 '' I . Pipe 10 522.50 A I\ Pipe 32 = 525.20 /(C3 4 Q / rC �_ (2) RDL 522.65 Pipe 33 = 526.OQ� Pipe 34 15' - 6" PVC / n p� Pipe 34 = 526.00 32 4000111­o. YD 34 ^\\ • I / % Rim = 527.50 C �'�, Pgr(d Pipe 34 = 526.50 Existing QJG' O/oe 9 S ems, -Filter 1F Otor z � (b o W( Ipme W YD 33 ` .\o ' C w� \ pVo / 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 t' Fir Q\Qe�QJ Pipe 10 = 523.00 H qC / YD 9 Pipe 11 = 523.00 O / egi`k 1� p potlo Rim = 527.55 ip /g Pipe 12 = 526.05 8 a p73' RDL = 526.55 Pipe 12: 21.2' - 6" PVC � V' / O S �pe 74 OUO \ \ p pand 2p, ppC� }\ 5 r c/YD8 11 U \ \ / / Rim = 526.50 ��' a X Pipe 1 1= 523.50 Q Co Pipe 12 = 525.00 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. LEGEND APP OX. = APPROXIMATE \ YD 10 13 \ ce Rim pe 1= 526.40 h / 1 BOW = BOTTOM OF WALL Rim = 526.20 °ce Pi7 = 525.40 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 DEL =DOUBLE Pipe 14 = 524.00 YD 12 R DI = DROP INLET Pipe 15 = 524.00 Rim = 526.10 ock Ho/ p/ O p DIA = DIAMETER 0 � (2) RDL = 524.50 Pipe 15 = 524.60 YD 13 / oc I?.S, oe2q. -/2S /pe22' CHU = ELECTRIC OVERHEAD \ , Pipe 16 = 524.60 Rim = 526.10 oce 6„p�C 6' p� ELEV = ELEVATION I RDL = 524.60 Pipe n ce 16 = 525.10 y EP = EDGE OF PAVEMENT Pipe 17 = 525.10 \ EQUIP. = EQUIPMENT c` EX = EXISTING Gce FFE = FINISHED FLOOR ELEVATION YD 19 q Q f HDPE = HIGH DENSITY POLYETHYLENE PIPE I HVAC = HEATING, AIR CONDITIONING Rim = INST = INSTRUMENT Pipe 244 = = 55225.00 q 52 JB = JUNCTION BOX Pipe 25 = .00 YD 18 I 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 SQ. FT. = SQUARE FEET �Q� Pipe 23 = 524.50 YD Rim 17525.75 OHT = TELEPHONE OVERHEAD > TOW = TOP OF WALL 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 Q�c`�tiifz _.-.-. ___ = LOW VOLTAGE ELECTRIC f +"' -SS-SS- = SANITARY SEWER LINE 112 f / = STORM PIPE _GE = UNDERGROUND ELECTRIC LINE %P /0I WL =WATERLINE f Gg" s (41 > Exposed J _ S Rock \ S \ Ex. DI 41 S \ Rim = 539.00 Pipe 5 = 533.00 S S _ S E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT UAFFLU FIFA �-- i y°A� Q Z_ \ Pole \ Outfoll1 12ES1 �\ W \ � i 1 Rim = 520.50 � � J / W Q i Ln o DI A FD FE)FD l Q Lu 3, wG�Ri -52400 �p FD D FD co P 8=5 0.40 ipe9= Q DL=521.3 \ �/ \A Ex. Outfoll 3 O 20" ES-1 Rim = 521.00 \ Ce) H wC \ LO �o O Z 4" RIVER ROCK OUTLET N `L PROTECTION - 31' LENGTH � 1 � p e8 S0 \ / \Qe`1 TIE-IN NEW PIPE TO EXISTING O 5 4 IS„yOpF�Q CAPPED PIPE U EXISTING WATERLINE APPROXIMATE LOCATION SHOWN. CONTRACTOR SHALL FIELD -VERIFY AND NOTIFY I O \41 ENGINEER OF ANY CONFLICTS Ex. DI \L4 hh/Q0 4 Rim = 522.00 Pipe 2=519.20 A/lrp� Pipe 8 = 519.40 a� C & Pipe 3 = 519.40 °tea 5� TIE-IN NEW PIPE TO EXISTING \ QRe CAPPED PIPE pipe): 3p , 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 15 > 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 7C 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" 526.20 523.70 523.70 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 rT 11 OPvrr ERIC W. WOOLLEY 9 A LIC. NO. 37088 a l o��SsrONAL S,�G�{v 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 MAJOR LO SITE PLAN I / AMENDMENT Length (ft)LO } -� Q �7 O W L / n v N W 6,6 > z LLJ J 520.00 D. \W/ c�j / L W V J n ` LL Q 1� O i Z Length (ft) O Ucq 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� �SS'ONAL 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 8� ± 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 8 N� '+ + � � `N ^ ,O W II O � N� W II � O II w `N ^ IO N II W M I LL J II II O E Q Q � Q O � CC G Q O � Q � � W Q � . � in tY 8 �h� a7s /PVC@ 525,00 + II CO � "> o E e12:2 .2'-b" ----- ------- ---- � -`� ------ , PVC @ 4.95% - -- - - -- - - - - e 1@ pipe P p ° � --------------------------^-- -- _--- Pipe 10: 41' - 8" PVC @ 1.22% - _ pipe 15� 8„ Pp 10 6.83070 PVC @ 5 2.6 ° - -- o�000� Pipe13'8' 8" Pie 14 20 8" PVC @ 1 52 V C Pipe10"PVC@2.09% ---------- NQ PVC@596% O __------ Pipe8:50.4'-15'HDPE@1.98% 00 MGM � PVC@2.51% 000 - . _ - _ _ - _ . - . _ O O h MM N N NNN h h h N� Q 0 0 OOO O O ��� � V V V N N h ..- -..-CNN -------.---- OO v)�O hh II II II � vOjp� I�I� h V V 520,00 V hhh � , II V EOM ��h O^ � � � ��� 0 0� II II II VhQ h�� O_ COV�� hhh POJ lL IL IL IINM co 'IT NNE Q C)- p �� as � � veryh U cOP� O U -� p-� U -� NNN QQ O. O_N Q �-- Q ��� °_°_ ��� 515,00aQ� N aOM 515,00 Q - Q - ddd O.O. N- � Q7 N^ N M N? a Nr? � a 7 � Cp M C� p N N� � N N O� n 0 � Q � O > O II II II 3 II U II 510,00 °°O° o'° Xa o° o° X° O° o° N° 510,00 U 13+00 14+00 15+00 535,00 535,00 � O O � � M 00 o co 00 O O N � M � `0 N O II + I I II II � � � O II � ^ N + + Q W m II W � � WC � N II WC II W CoO� � „ WC II O Q a II W E � } h am �' II Q O E � �'' Q O E N Q O E �> Q G Q�� .� Q a O E -/ 23b:23' SD @ 1.10% -/ 525,00 p � � 24. 12.5 bo eP� e 25. 1 S b �,•� - b" pip 0: s.3' - b'� ,�, ipe22:12.5'-b" pip @ 4 ° o @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 � �Q 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 p- 0-00 hhhhh NN v) v)v)v) N N QQQ NNN NN II II II II II � Q II I II II II I O. O_ ��� 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 M �° ^h 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 M� � � u) � co h M M M II II II Q N M 7 O. 520,00 N Q a a t ��� � 520,00 a }} � ttt s t C C C N - C C C c 515,00 � 515,00 a N E o � ad o_ C � � � W 510,00 I � ° 510,00 17+50 18+00 19+00 20+00 copyright ©2021 by Woolley Engineering E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 HATCHED AREA DENOTES LIMITS OF Richmond, Virginia COUNTY DEFINED CRITICAL SLOPES 2" SCH 40 PVC FORCEMAIN CONTINUES 23219 TO SEPTIC DRAINFIELD Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT -I. Q Q) Z Z L� �..0 CC L QUj m _� � /� Q v n ` LL Q � O Z C) O U SEPTIC PLAN & PROFILE Job Number: 22010 oTH OF ERIC W. WOOLLEY 9 A LIC. N0. 37088 a o,� l�ww �SSrONAL ECG Date: April 8, 2022 Revision: CL Scale: V 10, NOTE: THIS PLAN SHEET IS FOR Sheet No.: SANITARY PLAN ONLY C502 8 of 19 INVERT OUT OF BUILDING Imo_-�/^ L��C� �� \ O oa Vl Z /I c A 'a D N � o 45° BEND � \ Sta = 22+33.86 45° BEND Sta = 20+23.60 ' A�'c � \ " � �J �sC` f LIMITS OF EXISTING TREE REMOVAL � 1,000 GALLON SEPTIC TANK d+ Sta = 20+76.53 \ PVC GRAVITyH 40 � MAIN \ � •��_� � � 1,000 GALLON ���\ \ . � PUMP TANK S 65°1T28' a S i��� Sta = 20+86.53 / S25 \ O 27.49 FT - 2" SCH 40 22.5° BEND i FORCEMAIN � Sta = 21+26.94 �B�FpEW� `� PVC 2� SE-CB� \ /� 45° BEND Sta=20+99.44- P�K\NG // / SCALES: 1" = 10' HOR 540.00 1" = 5' VER � 540.00 1,000 GALLON MID SEAM CONCRETE Existing Grade (Typ) PUMP TANK -DEEP BURIAL ORENCO MVP S1 /2 DM FLOAT SYSTEM / 535.00 ZOELLER E191 PUMP � 535.00 1,000 GALLON TOP SEAM CONCRETE / SEPTIC TANK -DEEP BURIAL 24" RISERS WITH LIDS 530.00 ZABEL A300 12X20-VC-BALL EFFLUENT FILTER 530.00 525.00 - - - - - - 525.00 520.00 520.00 515.00 515.00 1,0 OGALLON 1,000 GALLON SEP IC TANK PUMP TANK TO = 522.47 TOP = 522.14 INV IN (2) = 521.14 INV IN = 520.89 510.00 INV OUT = 520.97 INV OUT = 520.81 510.00 505.00 505.00 O c a Q E � O) � � 500.00 0 � � � M � Q M d Q O � o � 500.00 �O n � O h h V CO P V O CO Cl) n P V `O N `0 N P h- �7 `O �!1 N M N O N OJ N O M OJ I� O N O O O P O N ± °+ N O) + N J ±-a � + J o + J Cl) N N-a N� N N� N a N a N N O N� N C N� N� N-a om o f o� o f o0 00 0 o a o f o° m o f o f om O° O� 6- O� 00 OO 6 0 0 O� a"' a� O� O° 20+00 21 +00 22+00 23+00 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 MAJOR SITE PLAN AMENDMENT Z ry Z^' ry Q) LIJ J LU ry LU Q m I— 01, Q LL 0 � C) Z .� 0 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 / a \ 80(j4%, 2S \ 0 S soap \ \ \ y\ \ \� \ 8 , RT . 2 501 470 - V U N 0, 0 n) 1,53 I / \\ / < s� I I \01 A- 7 I I I \ © , / 2 , P, o / 5l,Ig � \ \�� ti 23• 38 ® \ / � l v i 4" GRATE_ _ _ _ / CURB \ I o / ®� 05 \ o L500 STONE DUST ATH L 00 ADA ACCESS RAMP roll Cie AYFINDI G 52 �TRANNSITONSTOPOAREASB L500 BRICK PAVERS VEHICULAR L 00 ANDS E COBBLE / IGN \ \ 0 ' / I INLET TOP=514.00 1 20' 8" / 02 62'-6" SEE IVIL 4" GRANITE AbA�MP @ I:)2 B K CURB - R1CK_ PAVERS_ -SAND SET /------ CO `L .�AV S ON C NCRETE WI H 6'-0" 31'-0" 6'- 00 N �} ,v 3 =523.6 ���I 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� i PKG. SPACES 52 .4+ C 525.6 TC=525.1 '�=524.33 c �� +5 CrpG \ TOP F WALLTYPIC L 527.0 13' @ 1:12- - 16 k ELINEATED BY T 5'-6" _ \ c�`L`L• ,�, 5' 6" / / I 3 MAX �52.1 \IN PAVER COLOR �) ICU,) � \ 5 - - - \. / _ Au R • THREE 6" RISERS. 4.0 - 0 6 0 \ CLR. + TWO 6" RISERS. 4'-6" R M 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 t +BS 2 .37 BASEMENT DOOR. / 20,_0„ ; BOTHWAYS \ _ \ h / 12'-8" 2 o \ LANDING ��R� 5245�� DIN45 I L 5� 5„ ADA VAN ADA PRIVATE 5L�'=526.37 3 3g42+ ACCESS 525.6 +525.6 �. A / I ACCESS 1 PARKING 525.9 / AISLE \ THREE 6" RISERS. / 0 CON .PORCH EXTERNSION WITH 4" BRICK \ 05 5=52 + I WOOD ENCLOSURE FOR HVAC S� S\\ o SEE EE 6" RI W ELSTOPS AT OUTER EDGES. BY OTHERS. 3 24'-0" 3'-b" 5'-6" L500 I nj / MATCH EXISTING PORCH DETAILING. 6' �8„ \ SEE ARCH PLANS FOR ALL BLDG. LANDING �526.15 6 ❑ I 9 Z�/ " \ 52 DIMENSIONS AND ELEVATIONS, TYP. +5 4.5 524.5+ THE COTTAGE J DS CAVERN + �p ALIGN C.L. OF WALKS / ADA VAN PARKING SIGN. co 52SILL�. aC \\ \ 2 WITH C.L. OF DOOR FRAMES TYPICAL , `L S MOUNT ON 4" CEDAR POST. �J ACTUAL FFE OF � / / I FIFE EXISTING PORCH=527.60 3'_7$' ❑ � HYPHEN BLDG. Posr LIGHT, TYP. PARKIN /SEE CIVIL PLINS J / ' ASPHALT PAVING AT ENTRY - = SEE CIVIL DRAWINGS Lal 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 MAJOR SITE PLAN AMENDMENT Q) z Z Q) w LU �C m Q � CLL_ 0 Q)L 0 � 0 U VICINITY SITE PLAN CONTRACTOR SHALL CONFIRM 1 11 525.9 02 LnA�7� F\�\Job Number: +526.$ BRICK PAVERS - SAND SET BRICK PAVERS - SAND SET \ / \ 0 AL500 2 ,N,L / / / 22010 4� / NEW BRICK PORCH STAI ®� i I TREAD BY OTHER 1 - 12" TREAD WITH 6" RISE 0 o � � / Q0 CD co co \ nO ® EXISTING BRICK PATIO v / "0 Ii✓ � c ��g. � Rock EXISTING KOI POND G-0" RI '-516" \ P IV TE P IGN ALIGN C.L. OF WALKS 5 III OUNT O WITH C.L. OF DOOR +526.6 ® POST. ! �FR�, TYPICAL S�6.20 + + 26.10 �k R \ F�5 526.37 TRENCH DRAIN, ALIT x $ 2-3 +526.1 4 0„ 5�6.55 / SEE DTL. R. 4 _U„ 6 F\�pC F 526.10 526.05 -- gilt i�J 4 AACCESSIBLE ' ROUT IS PROVIDED c�65 1 T-58 THE PLAN ASSUMES THE FIFE /11' TO IS DOOR. SHOWN BY THE SURVEYOR ® ® 6' -6" ® \ REPRESENTS TOP OF SUB -FLOOR. 526.9 526.35 \ ACTUAL FIFE OF ADDITI 526. 7 r`�4�-1 1" CALCULATED AS 526.62 6 GJ� 4'-0" 3T 0"- coot ALIGN C WALKS PATH LIGHT, WITHtt O DOOR TYP. \ FRAMES, TYPICAL / 0 SECRET GARDEN 24'-0" �- 5 6.4+ \ YARD INLETS \ S�E�IL, TYP. I" 66.37 L 55.5 10'-216 525.95 ALIGN �AtIGN 6L 51526.05 LI SHED + + SSA\ 5 fop \ 56 F\oot 526.1(Y 4'_0" 526.15 +526.05 / 526.15 �\e ) 41NCH DRAIN +527.6 c. + 26.4 - - - 526.45 -- Rock Watt r - 526.9+ 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 �N \ TO REMAIN OVER TOP OF WALL BY OTHERS. \j9TONf UST S3 3 PR P SED KO OND BY T RS / -0" \ PATH 3 0 5 1 \ \ / \ \ / \�PLTH OF \ EDGE OF N AREA. SEE 57 LANTIN PLAN �Q/ Jc�\S J= U DAVID T. ANHOLD a r' Lic. No. 00311 / / \\rR \ LANDSCAPEIII C0 1� PAVEMENT KEY SHAPE IN O UM PROPOSED COBBLE PAVING Date: April 8, 2022 V A PROPOSED SAND SET BRICK PAVERS Revision: / /o c7l� c PROPOSED BRICK PAVING VEHICULAR / 0 529 PROPOSED GRAVEL PAVING \- I / 0 \\ \ \ \ \ \ Scale: \ � ® 0 \ \ \ \ \ S�� Sheet No.: \ \ \ \ \ OGP��O / o O�NG J 0 4 8 L 100 o- 12 of 19 copyright © 2022 by Woolley Engineering LANDSCAPE CALCULATIONS AND NOTES 7. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE �V 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 /i \ 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 INTERIOR TREES REQUIRED = 1 1/10 = I TREE ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. THE \ PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER INTERIOR TREES PROVIDED=4 EXISTING SPECIM TULIP v 3. PARKING AREA LANDSCAPING: 9. CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING / I \ POPLAR TO REM AREA REQUIRED = 4038 SF PAVEMENT X 5% = 201 SF BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN / I I \ AREA PROVIDED = 2000 SF POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES ` / I PROPOSED NATIVE GRASS 2S 0 TO PREPARE THE PLANTING AREA. O I 4. CANOPY REQUIRED= 47062SFSITE AREA X 10%=4706SF // // O O O In AND WILDFLOWER CANOPY PROVIDED = 7000 SF = 15% 10. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND / nl�J MEADOWS HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. / / d 0/ O w O O S. STREAM BUFFER MITIGATION CALCULATION I O O UNITS REQUIRED = 7.5000000 11. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT / CANOPY TREES REQUIRED = 8 AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. / / // // 100 O O O O CANOPY TREES PROVIDED = 8 1 \ O� v 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND O UNDERSTORY TREES REQUIRED = 14 � � O $� IllO � O 0 O UNDERSTORY TREES PROVIDED = 14 HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING / } / 0 O O 0 0 O cc) O _ \ I I CAR , \ SMALL SHRUBS REQUIRED = 25? ANY CONSTRUCTION WORK. w \ \ \ — \ \ \ PIEDMONT MEADOW SUBSTITUTED FOR SMALL SHRUBS = .15 ACRES 13. THE PLAN SHOWS THE FOLLOWING: A) PLANTINGS TO MEET O / O �M 1 O O O O MINIUMUM ALBEMARLE COUNTY SITE PLAN AND ARB REQUIREMENTS, O/ O O n O O O O O O O O O O — — — \ d --` 6. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO AND B) OPTIONAL PLANTINGS THAT ARE IN ADDITION TO COUNTY / / I 0 REACH AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF REGULATIONS. ALL COUNTY REQUIRED PLANTINGS WILL BE INSTALLED O O N O O O O O O 000 O O O O _ _ — — TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY DURING SITE PLAN CONSTRUTION. HOWEVER, BASED BUDGETS AND O ( IO O o- O O \ ` AND ONLY HI SUPPORT THE OVERALL HEALTH OF THE PLANT. ALL PHASING STRATEGIES, THE OWNER RESERVES THE RIGHT TO INSTALL OR / O O O O O O LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY TO NOT INSTALL ALL OPTIONAL PLANTINGS AS A PART OF THIS SITE O \ ` CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' PLAN AMENDMENT. O O OO O O O FAT OO O O O O O O O O \ \ �\ ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT Q O O O O Y T O O O Oi 0 O C J O \ \\ \ P d \ MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. O O l \ Ent once \ \ O/000000 OI 00000 BOO 00 00 �5 O \/)\j/ 000000 000 0 0000 0 00000001/ 00 00 O 000 O \\ 3CAR / Q' ODO00000 1� / 000 0001000000°000 OC� / //00/000 /\OO R�E00 000 0000 00000100� O 00 OO O �000 0 0 /0' 0 2 0 0 0 0 0 0 0 0 0/ 0 0 0 0 0 0 0 00 0 d` 0 5 6 0 0 O / 0/O O 0 O� 0 0 0 T 0 0 0 0 0 0 / 0 0 0 0 010 O C, 0 0 0 0 0 0i� 8 0 0 0 n / (� O O / O 00 O� 0 0 0 p 0 RE11� 0 0 00 0 0 / 0 0 0 00 0' 0 0 0 O� 0 0 0 0 O v T1 O 3 0 O O 0//0 ��� vI v 2 \ � O 00000 0 0 0 0 0 ,0 0 0 0 0 0\ 0 0 0 O� 0 0 0 O I �,, 0 o\e NEIll 0 00 0,-� 00000 000 0 O O - O/ s� / / - / 0 0 Oj 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 v 000 0 0 0 O O O 2 QR3 00O 000/00 0/000 0000000000000000000EcE�O 000 O 00 OO , 00 OO O O v 0;0 0 00` 0 / O 0000 O 00 �IN000 O O // ' vv vvvv / O O� O O//O 0 00 0 0000 O 0, 0 O O 0 0 0 0 O 0 Q 0 0 0 0/ ' 0 \\ \\ ALL EXISTING TREES IN THIS AREA TO REMAIN. / / �� _ — — — O O I 2Q� 0 ♦ i O t . ♦ \ PARKIN_ SEE CIVIL Pll / � O INS � ,0 / 00 O b 0 23 31 PROPOSED NATIVE GRASS / \ // AND WILDFLOWER — ' / v 16 BS MEADOW UNDERSTORY / 1 / I \ \ / o /-- \ 2NS i PROPOSED HERBACEOUS P RBA US I CHV 8/BGM I CHV PLANTING AREAS I CHV P EASE I CHV IOIV�[ O -- 6 BGM 6 BGM 10 BGM O Q_DHM� / A __ , 0 () O / ------- 4 Ill I CHI � 5 FGG 3 FGG 3FGG FGG / 2 BGM . E ?I 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 MAJOR SITE PLAN AMENDMENT -, Q Q) Z z LU LLJ C Q W m ILL O � •O O U • /8 IV♦ / / / I _ ♦ � / DRIVEWAY o t r 1 � El- PLANTING KEY PLANTING „�PLAN 4B M G / + PROPOSED DE ID TREE / THE COTTAGE DS TAVERNDECIDUOUS 5 KITCHEN GARDEN 6 RO / � ElPERENNIAL AREA 4 RO t + PROPOSED EVERGREEN TREE / SHRUB Job Number:SHRUB 6 IV + + + / I /// ` \ " EXISTING DECIDUOUS TREE �AjTH Q� 2 HV I BSF 2 VAC + �i / / — — \ � G4G t / \ + + + / + + + + + + + SNV + + + vo / / + + + + + + + +\ + + � + + + + \+ + 3 BSF -`•• / / // /// \ + + + + SECRET+�iAf�[� + ++ + \ + + � + + + + + + + + + + + + + + + + + + + -LAWN AREA + + + +\ + , ++++ ++++++--�++++++HERB S+� + + + + + + PIaA TING + + + + + S / // — — — — — \ EXISTING EVERGREEN TREE / SHRUB UC) DAVID T. ANHOLD 9 + + LA'VNf� A+RR / / o ` \ Lic. No. 00311 1+ +I+PA+ + ++ + // / / `�cAP + EA PROPOSED KITCHEN GARDEN Date: 0 April 8, 2022 PROPOSED LAWN Revision: / <* o000o PROPOSED NATIVE PIEDMONT — 6/� c `� — ����� PLANT MEADOWS + + + / ��^� 52 + + r+++ + REAS + / / — —o — PROPOSED PLANTING BEDS 1 EXISTING BRICK EXISTING KO + + + ++ + ++�� + + + + + + 2 BSF / / / / _ _ 529 PATIO POND +\\+ +++++(�+ ��+ + + + --- / / �� 530 + tME� + + + +f ++ + / /+ + + + + + + + +I + + + + + / / / �• - V / o �/ // �� - Rock Wall I BSF 2 BSF \ / / \ ` Scale: ® BSF // ` ` 1/8"= 1'-0" EXISTING 3 OV HERBACEOUS \ AHEMLOCK o Sheet No.: l� - J — SCREEN TO Q PLANTING AREAS \ O ` n 4 11 GRAVEL PATH ALONG 3 BGJ"I // \ 0 4 8 16 REMAIN \ STONEWALL S3 /o P'CEO O L 101 jt l / O / \ \ 13of19 6 VAC PR P SED KO OND BY T PS / / i i i 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 �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 �leE1 B� Lu EE NOTE 4 TYP, i SLOPE TO SLOPE TO DRN. DRN. BRICK PAVERS SAND SET, SEE BRICK DETAIL. SEE SIN PLANS FOR BRICK PATTERNS AND LAYOUT, V 'a ad ° t O WOOD LATTICE AS SHOWN. 4' 1100r1 a' 1X4FRAME —M C ° ♦\ 1\ .\ .\ 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. 06 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" TW 528.00 4" TYP. d TYPICAL z w g li - 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 FEE VARIES. SEE PLANSa d 1" SAND BED 4" CONIC. BASE 4" 21 A AGG. COMPACTED AT 100% 4' 1100r1M] CONC. ENCASEMENT AND INFILL. 4' C100mml c NOTES, 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8' r3mml 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 PLAIN 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 @ 1�O • • • �i�� �IIII��11 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 DILUTE ACID AND ALKALI RESISTANT YES 13117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4- (100mm) NOMINAL INTERNAL Vd DTH WITH A 5a' (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-(Z735mm) 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 327" (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 III 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. OS STONE DUST WITH STEEL EDGING L500 NTS E E 0 VOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q Q) Z z 1 W LU LU^, Uj r� LEI I- _( < 0 1 LL- O O • O U SITE DETAILS Job Number: 22010 o���PLTx of GSA -� DAVID T. ANHOLD C Lic. No. 00311 PE ARC��� 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 14 of 19 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 WIrM I�� 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 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 TLIZABETH' 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 CH10NANTHUS 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. JAS 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. AR D ASTER DIVARICATUS WHITE WOOD ASTER GAL CONT. OGV ORIGANUMVULGARE OREGANO GAL 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) INSTALLATIOP 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% Chamaecristafasciculata 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 Virginia Spiderwort Southeastern PA/Northern VAbl $480.00 0.20% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.20% Oenotherafruticosavar. fruticosa ISundrops $360.00 0.10% Solidago bicolor lWhite Goldenrod PA Ecotype $240.00 100.00%1 1 MIX PRICE/LB $35.26, Seeding Rate: Seed at 20lbs/acre with a cover crop. For a cover crop use one of the following: grain oats (30lbs/acre; 1Jan to 30 Apr), brown top millet (10lbs/acre; 1 May to 31 Aug), or Grain Rye (30 I bs/acre; 1 Sep to 31 Dec). VA Northern PERCENTAGE/I Piedmont Riparian Mix - ERNMX-852 BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 20.00% 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% Chamaecristafasciculata 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 0 W OOLLEY E NGINEERIN( 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 Landscane Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT < 1n�` W Z z � LLJ J LLJ W I- C1, Q C) Q) LL -�_ 0 .ram^ v J >_ .o 0 U PLANTING SCHEDULE & DETAILS Job Number: 22010 NLTH p F UC) DAVIDT. ANHOLD a r� Lic. No. 00311 ti G' N, 4rCAPE X Al, Date: April 8, 2022 Revision: Scale: As Noted Sheet No.: SHRUB PLANTING DETAIL L501 1/2" = V-0"_XREF copyright © 2022 by Woolley Engineering HERBACEOUS PLANTING DETAIL L501 1/2" = V-0"_XREF L501 15 of 19 NLS LIGHTING CLASSIC MINI ARCHITECTURAL LIGHTING The Classic LED Post Top Lantern blends traditional design with modem LED and optical technology. The Classic is able to provide illumination at (70) seventy percent energy savings compared to previous technology. The Classic LED is also virtually maintenance free with the LEDs lasting up to 483,000 hours and beyond. The Classic is Dark Sky Friendly and features a full cutoff optical reflector system. Micro Optics - recessed within the fixture's surface and can distribute light up to five times the mounting height, creating powerful uniformity. The Classic LED provides uniform illumination with up to four to five mounting heights. The optical system is completely concealed inside the fixture top eliminating glare. The Classic is available in 3000, 4000 and 5000 Kelvin and is available from 18-71 watts. The Classic LED Series is the perfect luminaire for traditional American neighborhoods. The standard Classic LED comes with flat glass lens MICRO OPTIC SYSTEM in the top of the fixture with open sides. Opal, Frosted, our new cell -enclosed, Micro optic and Clear side lenses can be ordered as options. silicone modules produce high clarity and outstanding performance. LED WATTAGE CHART 350mllllamps 18w no milaamps 28, 700milliamps 36w 1050m11liam s 56w Project Name: Type: Cat # Light Dist. No. of LEDs Classic Mini: Type 2 16 350 30007 1 . 120-277 ero�ze (BRZ) Post Top Marine Grade Finish Over 2-3/8 OD (P) (CLA-M) (T2) (16L) (35) (30K) (UNV) White (T2R) Photocell PO Type 3 530 4000K (T3) (53) (IOK) (WHIT) Post Top gftw rsa1V010W I20-277 Over 30D Silver Photocell+Receptacle (T3R) (SVR (POR) Type 4 700 5000K (TI) (7) (50K) Hunter Green : Arm Mount : Receptac%+ Shortening ap (HGN) (AM) (PER) iFause wlN 4xrarrveAms t NEMA 7 Pin Rece tacle Leap Type 5 1050 Black +Shortening (TS) (1) (BILK) Pendant Mount (7PIN) i Gra hike ' pp (Comes with 1/2'Couoing) Surge Protector (10K) 1. (PMl (((PM233 (GPH) 2' ; House Side Shield (HSS) 3' (PM3) i Opal Side Lens (OSL) yy 4' : Clear Side Lens (OSL) (GRY) ((((PM4) 5' PM5);Frosted Side Lens IFSL) custom (CS) Terminal Block (TB Tooless Entry (TE) 00 _P.00 P.00 00 _P.00 P.00 00 _P.00 0.00 P.00 _P.00 P.00 _P.0 _P.00 Q 00 �' �1.00 .00 39073,WV0/11463fi28 _p.00 P 06%,, _ 00 _P.00 _ 00 _1.00 _P.00 P,00 _1.00 _P.00 P,00 _ 00 _P.00 P 00 00 , 00 00 P.00 P.00 4),00 P.00 P.00 4),00 P.00 P,00 0,00 4).00 '00 0.00 -P.00 R®I 0. 0 0 1p. o P.00 'P.00 0 00 ••••., P.00 P 00 00 P.00 00 00 P.00 0,00 P 00 P.00 p.00 0,00 , , , 00 0,00 �.00 0.00 0,00 0.00 0.00 0,00 �.00 0.00 0.00 P.o 0.00 0.0 P.01 0.01 P.ol �0. _.01 \ P.00 0.00 0.00 P.00 •,p oo �.00 P.00 00 �.00 �.00 0.00 0.00 P.00 0.00 0.00 00 P 00 _P.00 P,00 _P,00 _P.00 P,00 _P,00 _P.00 P,0 �.01 j � -0 _P.01 _ 02 _ 01 _P.01 P,01 -P.01 _P.01 'P.01 -0 00 _P.00 _ 00 ,•�,QO _P.00 P,00 _P.00 _P.00 P,00 -000 _P.00 P 00 _ 00 , 00 000 �).00 P.00 P,00 P.00 P.00 P,00 .00 .00 01 1 1 �0.02 P.02 P.02 P.01 1 P.01 1P.01J 01 P.00 0,00 �-qo P.00 0,00 �).00 P,00 0,00 �).00 0 00 0,00 , 00 00 _�.00 'P.00 P,00 0.00 'P.00 P,00 0.00 0,01 '03 P.08 P,04 0,04 P.05 / 05 0,04 .0.03 P,02 0,02 0.02 P,01 01 .01 P,01 0,00 P.00 Ax% 0,00 P.00 0,00 0,00 P.00 'P.00 0,00 t , 00 -0 00 _p,00 P,00 ��� 00 _P P,01 _P,01 -P.01 ///,P.0 'Po. 10 0,30 �. -P.15 1P -0,08 -P.05 0,03 _1.03 -P.03 0.02 2 � 00 _P.00 0.0011 _P00% �.00 0,00 �s _�0 0.00 0,00 _P,00 00 0,00 P.00 P.00 00 P.0 P.01 A / / .0 5 0.22 P.50 rp�i�� +1.04 �).74 P.62 17 P.07 p.05 0.05 P.05 PA4 �. P.01 0,0 S�Q�.0 Poo I -o 00 P.00 'P.00 P.00 �vq.00 'P.00 0,00 QP I + 00 0,00 �.00 0.00 1 �.01 // �.04 0.11 0.2 / ".P.59 ,t,01 .. s1.;47 ,4 . .53 0,77 0.37 0.13 013 P.14 0.07 0.0, 0.00 \ 0,00 � 00 P.00 0,00 •`�`�.00 �.00 S pt 0,00 `• 00 -P_P.00 'P.00 _P,01 02 0,02 -P.04 0,06 • / 11.16 0.3 1P.50 JJ6 �1.84 ;1.59 � .9 .90 'P.90 -1.50 -P.54 0.13 � 0 �. + 00 _P.00 �Ofoc00,00 _P.00 ��Q0 0,00 _P.00 010 / P O 00 0,00 P.00 'P.01 1 P.01 P.03 0,04 P. 0,09 ,0.28 P.54 .. P,59 0.40 P.48 J.03 ;A8 ,1.33 ` 64 + �,58 .67 �).11 .04 -01 P. 00 0.00 �).00 pl�� P.00 `, 0 0,00 �/,0.01 0,01 0.02 0,04 / 0,08 02 �395 s1.15 �J)o '0.37 022 0,27, 0,61 0.90 : �t16 ... ii?.16 70 40.2 P 7 02 �.01 0,00 �.00 0,00 � 00 , �, o 00 0.00 / ' 1 32\"ate, 7 36 v ,19 ,1.64 +1.03 -P.81 0,34 -1;14 0.23 -P17 -P37 _10.81 1P.07 .03 .01 0 00 0 1p' pole 0 0.00 0,00 _P00 0 NOTE: 10' MOUNTING HEIGHT 152 + SITE LIGHTING CUTSHEET too ,000 �.00 �.00 / J,2 8 �1.63. ,1:23 �.66. �.41: �)15 �.09 �. �.+ �. o 09 08 �.02 01 �. �.00 00 + oo �).00 �0.00 4b N.T.S. .00 00 00 / Existing 1 3 07 19 J,68. 0,64 15 P 29 P,20 P.02 0,01 01 -P 0 Pl'-' \ _ 00 '00 FEATURES- -Solid Copper Top -Solid Copper Stem -Machined Brass Fittings -Porcelain Socket with 4 h. Lead FINISHES: -Natural Copper -Antique -Dark Antique -@lack -Verde -Rust LAMPS: -12 Volt, 10 or 20 watt BI-Pin -LED &.Pin's -20 Watt Manmum LENS.. --37.4mm x 2-8mm x 3.96251n FROM TEIMPERED GLASS (STANDARD) -37.4mm x 2.8mm x 3.0625in CLEAR TEMPERED GLASS MOUNTING: -Black ASS Ground Stake 8 1/2- Long with Female 1/2' NPT (STANDARD) -Brass Threaded (Female Y,- NPT1 or Non Threaded Ground Stake 91/2' Long -grass Threaded (Female Y.' NPT) or Non -Threaded Flush Mount !Deep or Shallow Housing] -Copper Stem Risers-1" Diameter (Female Y.' NPTI a W Diamwor (Female M.' NPTI -Available in custom heights ACCESSORIES: -2Sh. & 50 h. 16/2 Leads Ava1 table SIDE VIEW WITH (AMENSHJ013 WOO N IN NATURAL COPPER GUs CopparMPcn PATH LIGHTS CM W20 R 1a.H nt`I Pent pA 1'Nl am m s•u �,�� e JIIL LI\JI II11 N` L. 1J11""1 N.T.S. ^r 1O Ii/nzry- 00 0 �).00 'P.00 �,01 2 , 6 JO 8-72 9 ; 80 .50 ', +1.16 �.94 74 �.09 �0 �� �.01 P.00 P.00 P.00 A00 B B g A i 0 0,00 .00 0 0.02 ,24 . P,44 +4,62 B p 4 = 4, 9 P,g3 73 a 24 .25 �.13 �P,0 'p,01 P.01 0,00 P,00 P.60 0,00 P,00 a p B �� L 00 00 00 00 00 06 OS �,11 ?4 2 0 �.59 �.40 1 ; 4 ' 41 59 0.03 P.01 P.00 00 B o ° �.00 00 _P,00.00 nd ` + .00 00 00 00 'P.01 17 03 P,04 006 P.06 P.26 �).05 1 �1, .60 0o �. A0 ').01 P.01 P. 0 '1.00 P.00 0 00 00 00 BCBD + tc _,00 'P.00 0,00 0.00 'P.01 0 �.02 0,02 0,03 P.03 1y� 0 0,10 86 ; 04 5 - +� 86 022 '01 o �,00 0,00 P.00 0,00 0,00 Roc Wall V ° " \i 00 00 _P.00 'P.00 0 00 _P.0 _P.01 01 02 -P.03 Qp 07 Q S �.24 .04 �1,04 QS 0.16 �.46 �.61 0.33 �1.10 0.01 .00 �.00 �.00 00 �1.00 © © �. .00 4 00 �).00 'P.00 P,00 �).00 'P.00 P,01 �).01 P,01 0. 02 4 03 �).05 P,02 2 \,P.09 P 24 P.27 P.20 P,10 P.0 'P.01 P 00 P.00 0.00 'P.00 B B \ .00 P,00 P,00 0.00 0,00 0.00 'P.00 0,00 0.01 0,01 0,01 P.01 0,01 ° .�7 0 B 0.05 �. 1 �.01 P,02\ 0,07 .0.06 P,03 0,03 P.02 '01 0,0 P.00 .00 0 Rock Wo// ,\ Xx tl g 0 B FPame ^ .00 _P.00 P,00 _P,00 _P.00 P,00 _P,00 _P.00 P,00 P.00 _P.01 P,01 _1.00 _P.01 1 .03 uildl g .0 P/ -1.01 -P.01 P,01 �,,01 -P.01 P,01 -1.00 -P.01 P,01 -1.00 .00 P,00 _1.00 .00 P,00 00 P,00 �).00 'P.00 P,00 �).00 P,00 P,00 P.00 P,00 P,00 P.00 P,00 P,00 00 1 .00 0 0 'P.00 '00 P.00 po 0,00 \, P.00 P,00 P,00 �).00 'P.00 P. 0 �).00 'P.00 P,00 .00 P,00 0.00 0.00 0,00 �.00 0.00 P,00 �.00 0,00 0,00 P.00 0,00 0,00 �.00 .000 0,00 P.00 0,00 �.00 0,00 0,00 0.00 0,00 0,00 0.00 . 0,00 0 00 _,o.00 0,00 0,00 �.00 '00 s � \ 9, 00 96, 0� _P.00 P.00 00' \ _P.00 P.00 0,00 _P.00 Poo 0 00 .00 0.00 _p0 _P.00 00 0 00 _P.00 00 _P.00 -0.00_P.0 0 P.00 -0,00-P.00 �\ 1.00 _p.00 0.00 P,00 _P,00 -0. 0 P,00 00 N 4 °\ TMP 51 1 .00 P,00 P.00 'P.00 P,00 ii5b\ 'P.001 98 �oA P.00 'P.00 00 P.00 P,00 000 P.00 P,00 0.00 P.00 'P.00 P.00 'P.00 \,p.00 P.00 P,00 P,00 P.00 P,00 \'1.00 P.00 'P.00 'P.00 T1.00 00 P,00 res Schedule Symbol Label QTY Catalog Number Description Lamp Lumens per Lamp CLA-M-16L-35-50K NLS - CLASSIC MINI LED 2297 A 8 3000 K, TYPE 3 FROSTED SIDE LENS CM.9020 COPPER MOON - CM.9020 LED - M B 24 PATH LIGHTS .00 0,00 �.00 m�TeI 5\ 0 �.00 0,00 0,00 P.00 0,00 � 00 �.00 g.00 0,00 /P. 0,00 � 00 P.00 0,00 0,00 \ D.00 '0.00 0,00 P.00 0,00 0,00 P.00 0,00 � 00 _P.00 V 00 '00 .P,00 X0 _P.00 0 _P00' \ _P.00 P,00 P.00 _P.00 P,00 _ 00 _P.00 0.00 .00 P,00 _1.00 _P.00 P,00 _ 00 _P.00 "PX -P. P,00 _1.00 Q.00 1P.00 '000 0.00 00 _P, 0 \ �.00 P,00 .00 p.00 P,00 �).00\ P,00 P,00 P.00 p 00 .00 00 �).00 P.00 P,00 �).00 P.00 P,00 P,00 P.00 P,00 '1.00 00 p 00 P,00 �).00 P,00 po P, 0 P.0 P.00 P,00 �.00 00 P,00 �.00 0,0\ 0,00 P. 0,00 00 P/ P,00 0,00 P.00 'p.00 .00 P.00 0,00 10, P.00 00 P.0 'p.06 P.00 0,00 P.00 0 0 0,00 Exposed Rock ,0,00 0.00 0.00 00 �.0 'P.00 P100 _7.00 .00 �1.0 _P.00 �.00 _1.00 _P.00 'P.00 _1.00 _P.00 P,00 _1.00 _P.00 Bda�.00 _1.00 _P.00 00 _P.00 000 _P.00 _P.00 0� �1.0 10 0 10 2 E MAN n nn n nn n nn n nn n n\ nn n nn n nn n n\ n nn / n nn , ' n nn An nn n nn n nn n nn n nn n nn n nn n nn n nn n n nn r 1 Story I n nn n n �\v nn n nn nn Sc*hd = 0' n nn n Ly 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT W Z Z /w Q J LLJ C� L W I- QL Q v n ` LL O O U SITE LIGHTING PLAN Job Number: 22010 oTH OF ERIC W. WOOLLEY 9 A LIC. NO. 37088 a 0�4 Sl$rvW �sJ'ONAL SSG Date: April 8, 2022 Revision: Scale: 1 " = 10, Sheet No.: SLI 00 16 of 19 copyright © 2022 by Woolley Engineering