Loading...
HomeMy WebLinkAboutSDP200800006 Application Letter of Revision 2 2020-11-18Application for Letter of Revision it ® Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP-2008-00006 Monticello Visitor Center and Smith History Center Contact (who should we contact about this project) Bryan Cichocki, PE Street Address 608 Preston Ave. Suite 200 City Charlottesville state VA Zip Code 22903 Phone Number 434-327-5380 Email Bryan.Cichocki@Timmons.com Owner of Record Thomas Jefferson Foundation Street Address P.O. Box 316 Charlottesville Phone Number Same as Owner Street Address Phone Number SUBMITTAL REQUIREMENTS: VA 22902 ® The appropriate fee, ® The site plan number that the change applies to, X A request letter describing the proposed changes from the owner or authorized agent, N 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final Site plan, or on an 1I "XI 7" copy of that portion of the approved final site Dian. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of m know l g and belief. 11 /20/2020 Signature of Owner, Agent Date Gardiner Hallock FOR OFFICE USE ONLY LOR #�^7(`-� n Fee Amount $ � Date Paid i�o? Receipt 1F%1 C. C. By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page 1 of I TIMMONS GROUP November 18, 2020 Margaret Maliszewski Planning Manager Community Development 401 McIntire Road Charlottesville, VA, 22902 608 Preston Avenue P 434.295,5624 Suite200 F434.295.1800 Charlottesville, VA 22903 W W Wtlmmons.com RE: Letter of Revision (#2) Thomas Jefferson Foundation —Monticello Enslaved Burial Ground SDP-2008-006 Dear Mrs. Maliszewski, The purpose of this revision is to enhance the space surrounding the burial ground. Improvements are going to me made to the existing paths to enhance accessibility for visitors and descendants. Two van accessible spaces are being added with accessible walkways to the two seating areas. The larger seating area is public for visitors of Monticello to enjoy. The smaller circular seating area is a private space with direct access to the burial grounds for descendants to have a quiet space to visit. Additionally, a new path around the perimeter of the burial ground is being added along with removal of a portion of existing parking lot. The removal of the parking lot area is to create a larger buffer space around the burial ground and will be replanted with trees and shrubs for screening. Lastly, areas of the existing pathway leading to the visitor center are showing signs of failure in the asphalt course and will be replaced as maintenance with a kafka (crushed stone with a binder) paving surface to match the rest of the work around the burial ground. Below is a bulleted list of the proposed work: • Removal and replacement of existing fence around perimeter of burial ground • Removal and rework to pathways and seating areas around the burial ground Removal of parking area and replanting for screening Rework of existing ADA accessible parking space to provide 2 van accessible spaces. One space to serve the public seating area and the other to serve the descendant seating area. Removal of select trees and replanting to screen and beautify the area. The work is about 600' away from route 53 Thomas Jefferson Pkwy and will have no impact on the entrance corridor overlay. 4anS,rely, Cichocki, PE Project Manager ENGINEERING I DESIGN I TECHNOLOGY MONTICELLO BURIAL GROUND FOR ENSLAVED PEOPLE VICINITY MAP 1It=1000' SITE LEGEND A-VLSLTOHBANp HISTORYCENTPR MATERIALLEGEND1 PAYING F� mEXISTING PARKRiGiOREMABS C-EXTERIOR COURTYARD mNEW PARKP'GNRNPS D-0UTDOOR CLASSROOM PAVILION ®ASPHALT -PEDESTRIAN ®NEW1*JN1VCARDR0POFF E-SIMTLEBUSPICIC-IIPk DROP-0PF ®NEw SHUTn.EDRNEwAoPOFP G-NOT USED ®BRICK-PIDESTNAN mA0➢WmTB TO BITS PARREVG H -ACCESSIBLEPARK(NG I-TOwSCBOOLBUSPARI3NG ®BRICK -VEHICULAR ®IgA➢INGAREA/SERV[CEBAY OPICMCTABLEAREA(WOODMLIL 1-VISITORPARKA'G ®BIKE RACKAREA(S'mNEDUSt) K-LANDSCAPE L➢iK TO ®COBBLE -VEHICULAR ®PLANTERS BUMALGROUNDS ®AQUATICPOOL L-BURLALGROUND9 RETAINING WALLA ©COBBLEWHEELSTOP iMTRENCH DRAIN O-GENERALSTORAGESUD.DING TO REMAIN ®Q4" RITEUNING WALL (NOT USED) iID COBBLEHOGED CROSSWALK Q-FUELING STATION ® CURB (ASPHALT) V-STAFPPARKING ®24'T048"RETAPJMG WALL ©CUBBLECURB ®COBBLEPLUSHCUIB ®>48"RIITAWWG WALL WITIS BARRIL'R ®GREENROOP (MBEDDEDWI WD(EFEUBI ®BOLLARD ®PAINTEDASPHAIT WALK EMBEDDEDWITHIN SHRUBBERY) ®CONCRETE BLOCKRETAESINOWALL wrm BAaRtel((az^ IUTALagn) > 48" RETAINING WALL WRH BARRBR (WALL EXTEND342"ABOVE GRADE) STEPS ®1 BLUFSTONES WB'IELDSTONERISERAMIRA 08 OFIEI.DSTONESTEPS ANDRAWNGS 53 CASTINPLACECONCRETE ANDRAILWG9 I1 APPROXIMATE LETTER OF REVISION #2 PROJECT EXTENTS ILLUSTRATED ON SDP-2008-06 PROPOSED (ROUND SE DUMPSTER (7 WASTE. DIRECTIONAL SIGNAGE TO LETTER OF REVISION #2 FOR SDP-2008-06 COUNTY OF ALBEMARLE, VIRGINIA i i/zo/zozo 0 `/) P 10' WIDE GRAVEL MA ITENANCEE,,.ACCESS / ll DRIVE (V-DOT •57 OPRSE.AGGREGATE / OR V-DOT •26 CRU HER RGN) 4`e TYPICAL HC PARKING 5' , ` ^ - STPNDARO-B'%18'WITH 'N6LE VAN-8'X18' WITH 8' AISLE t 4 0 %}• / 1 -"� rEXISTING PARKING LOT TO BE F-STRIPED, 9'X16' SPACE TYPICAL ^� NOTE; PAVEMENT STRIPING TO BE WHITE PAINTED 4" WIDE / MARKINGS (EXISTING AND PROPOSED Ih' / PARKING AREAS). ,> v a•. lay 4 O s \.. ��5 1J a \cam 5 LEGEN❑ ASPHALT FULL DEPTH VEHICULAR PAVEMENT ASPHALT \\�� \\Yva\\\J... ��/�_ RESURFACING CONCRETE VEHICULAR PAVEMENT GRAVEL ACCESS ROAD 0 E@ woRr'cx"p4e a 6" ASPHALT CURB I �ks. R.soanw / pm weNn PROPERTY LINE �� \ \ , La emrvl rwm ecv net non T ccl K �s`t, AL 03 ; J \\ , 10'WIDE GRAVEL .ACCESS ROAD / (V-DOT •ICOARSE AGGREGATE / / / 20' MINIMUM YPRO BUFFER INSERT ADOVE RIGHT / S. YARD 0` 4P 80' 120, SCALE IN FEET PRNa <" RaNkellol The Thomas Jefferson Visitor Center and Smitl History Center nas nFouo.Inc. P.O.Z. CNarlotle"avIlle, VA 2z902 LANDSCAPEARCHRECT MIN6el Vegemn tg,Maupegicalbtl 11M Kin, St., 2nd Floor Aleaantltla. VA22314 T0. 8- 555) T03A3G55M CIVIL ENGINEER Rummel Kle,,erI Sol. UP ConeuBiiq Engineers 81 Moeller Street BZW., MD 212174250 41a720-29W 410-n 2834 STRUCTURAL ENGINEER CVM E,1neers, Ix, 85 DM Eagle Shcool Rcad WMAa, PA 190B7 81aS8BJB0o 61a9eeafin MEP ENGINEER MuellerMwWtee, Inc. lot sogM EcPnIcc i Saeel Belllmcre. MD 21227 4168484500 410,6E64738 RETAIL Ell. Riper Aaeooetee IMB 2010 Sheet NW WadllnRlon, GC 200D9 z022 2 zoz,=a3za02 l -Mlih TTNTN.Pn.BN - SudnaNlTrye R'.adanLApPw nh Comnurvly 0¢rsllpm IDepadmenl Dare O)/PJ IOC RIY - KEYGAN FIML SITE PLAN ARCHITECTS + PLANNERS 000w1U W I AYFA818V MRXh®ZW +wo wlm. arm lea evol ene.l mv.enem bltlmar•.MxM'idzf Aa WMININ�eLl(NI _ aloal>esdo aame.tmd LAYOUM" 1m. a, area ➢AM A5 Na(e0 w No *M. ARCHITECT: HGA 44 CANAL CENTER PLAZA, SUITE 100 ALEXANDRIA, VA 22314 CONTACT: RICH HUBACKER TELEPHONE: (703) 317-6019 LANDSCAPE ARCHITECT: NELSON BYRD WOLTZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 CONTACT: BRECK GASTINGER TELEPHONE: (434) 284-6474 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 NOTES TAX MAP PARCEL AND OWNER INFO: TMP 7800-00-00-02300 / THOMAS JEFFERSON MEMORIAL FOUNDATION TMP 7800-00-00-02200 / THOMAS JEFFERSON MEMORIAL FOUNDATION ZONING: MHD OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE TOPOGRAPHY: TIMMONS GROUP / JULY 30, 2020 & AUGUST 5 AND 10, 2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PRESENT USE: HISTORIC BURIAL SITE PROPOSED USE: NEW WALKING PATH AROUND AFRICAN AMERICAN BURIAL SITE PROPOSED DISTURBED AREA = 0.76 ACRES EXISTING IMPERVIOUS AREA = 0.28 ACRES DECREASE IN IMPERVIOUS AREA = 0.09 ACRES WATER SUPPLY: PRIVATE SANITARY SEWER: PRIVATE WATERSHED: MIDDLE RIVANNA RIVER Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 SITE NOTES C1.1 SITE DETAILS C2.0 1EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT PLAN C5.0 GRADING AND DRAINAGE PLAN C7.0 PATH PROFILES 1-1.00 MATERIAL PLAN L6.00 TREE PLAN L6.10 SHRUB & PERENNIAL PLAN L6.20 PLANTING DETAILS L6.30 IPLANT SCHEDULE SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE HGA Canal Center Plaza, Suite 100 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 4Aaast TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE op � ryan D. Cichocki 'Z U lac. No. 53741 0 M SSIONAL ANO DESCRIPTION DATE 01 100%CDS 11/20/90 HGA NO: 4320-001-00 LOR COVER DATE: November 20, 2020 CONSTRUCTION DOCUMENTS Como JOLU (lam V z U 0 0 U Z) z 0 C)DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 11 GENERALNOTES CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NG NOTES BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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 WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (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 APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN LEGEND ROADS 101 STORM PIPE 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER _ = LIMITS OF DISTURBANCE X FENCE MAJOR CONTOUR XXX XXX MINOR CONTOUR f TC 725.94 PROPOSED SPOT ELEVATION 1O PARKING COUNT EXISTING WATER LINE 6" Wy PROPOSED WATER LINE -R 6" Wy PROPOSED VALVE � 1 6" Wy PROPOSED TAPPING SLEEVE y� ¢ PROPOSED FIRE HYDRANT (COMPLETE) SEWER S ------ EXISTING SANITARY SEWER PROPOSED SANITARY SEWER OS SANITARY SEWER MANHOLE ® SANITARY SEWER CLEANOUT rR4rlTNlf, TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS FC = FACE OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP. = PROPOSED APPROX. = APPROXIMATELY Albemarle County Engineering Final Plan General Notes Page 1 of 4 HGA Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 • TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES THOMAS General Construction Notes J E F F E RS O N 1. Prior to any construction within any existing public right-of-way, including connection to FOUNDATION any existing road, a permit shall be obtained from the Virginia Department of 931 THOMAS JEFFERSON PKWY Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of CHARLOTTESVILLE, VA 22902 the permit. Where any discrepancies occur the requirements of the permit shall govern. BURIAL 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. GROUND 3. Erosion and siltation control measures shall be provided in accordance with the approved FOR erosion control plan and shall be installed prior to any clearing, grading or other construction. ENSLAVED 4. AlI slopes and disturbed areas are to be fertilized, seeded and mulched. PEOPLE 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the TH OF County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic p n D. Cichoclo Z Control Devices. U Idc. No. 53741 S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 1.0 1I�/2o OZ.3 ��`rSIONALG� 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). MKG 1NO DESCRIPTION DATE 01 1 100%CDS 11/20/20 HGA NO: 4320-001-00 SITE NOTES TE: November 20, 2020 1 CONSTRUCTION DOCUMENTS C100 ME CD CD rl z LU D U 0 Q z 0 I --I U D W L0 0 U (J�DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 1 3 NOTE: 1. LANDSCAPE ARCHITECT TO APPROVE COLOR & CONSISTENCY OF MATERIAL 2. REFERENCE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS KAFKA PATHWAY - 3" CROSS-SECTION No Scale NOTE: 1. LANDSCAPE ARCHITECT TO APPROVE COLOR & CONSISTENCY OF MATERIAL 2. LIMIT EXCAVATION WHEN NECESSARY TO PRESERVE TREE ROOTS 3. IN AREAS WHERE 4' MIN BASE MATERIAL CANNOT BE INSTALLED DUE TO TREE ROOTS, TAPER AROUND BASE 4. IN AREAS CLOSE TO MATURE TREES HAND TAMP KAFKA MATERIAL 5. REFERENCE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS CV V KAFKA PATHWAY - 2" CROSS-SECTION No Scale TOP OF CURB THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE 4" MIN. CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 CURB No Scale �OMPACTED DECOMPOSED GRANITE NITH WAX POLYMER, INSTALLED IN (3) 1 :�OMPACTED LIFTS. KAFKA, COLOR: SEE OATERIAL PLAN, 1-1.00. 4DJACENT GROUND MEETS SAVING FLUSH $5° CHAMFER EDGE COMPACTED AGGREGATE, COMPACTED IN (2) 3" LIFTS, COMPACTED TO MIN 95% DENSITY COMPACTED SUBGRADE COMPACTED DECOMPOSED GRANITE WITH WAX POLYMER, INSTALLED IN (2) 1 COMPACTED LIFTS. KAFKA, COLOR: SEE MATERIAL PLAN, 1-1.00. ADJACENT GROUND MEETS PAVING FLUSH 45° CHAMFER EDGE COMPACTED AGGREGATE, COMPACTED TO MIN 95% DENSITY COMPACTED SUBGRADE IN 0 5 on • 7 4" VDOT STANDARD CG-2 CURB No Scale NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT EXISTING PAVEME 2 a SAWCUTTHROUGH U EX. SURFACE COURSE X w & REMOVE PAVEMENT MIN. \2' 2" + EXISTING PAVEMENT VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE J / BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT . COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale Qi]Zi]3ii« VDOT STANDARD CG-2 CURB No Scale R=2" 1 VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CONCRETE BUMPER BLOCK ANCHOR WITH 518" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) � o PER 2% MAX. VDOT 8' 1 5' 1 8' 1 8' 5' TYPICAL I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES 18' 8 TYPICAL PARKING SPACE DETAILS No Scale BONE �MW BAWIALYTZIONE 41 HGA 44 Canal Center Plaza, Suite 1 OF Alexandria, Virginia 22314 ENT Telephone 703.836.7766 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE VAN T 6' ABOVE ACCE�eBLE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 9 PARKING SIGNS FOR THE DISABLED No Scale 7-1/2" 3TH 0.5' FROM EP ANCHOR WITH %e' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 101 PRECAST CONCRETE WHEEL STOP No Scale 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 11 HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 •00000 • TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE OF n C4 )oZichoc 5C.NoLLiO IN ENO DESCRIPTION DATE 01 100%CDS 11/20/20 HGA NO: 4320-001-00 SITE DETAILS DATE: November 20, 2020 CONSTRUCTION DOCUMENTS C 1 0 1 0 z LU Z) U O z O I—� U w L0 O U (J�DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. WATERLINE & FORCE MAIN (TYP) FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT I \ — — — — — — — — —N \ 1 I \ 1 11 \ \ I 1 \ I \ I-T I I \ I I \I I I 1 Q 1 1 Ln`- (ASPHALT 1 CURB II I I II I 1 III I ' 1 SAWCUT (TYP.) h I II 1 II / III / 1 / II CONC.GLI- (W=1.§5') m 1 II II I I I II II I 1 I II � I o � III p 1\ \I \ \ II I \ II REMOVE SIGN IN Z N O rn: ASPHALT I I I I I A o I CURB vI I I MI SA CUT(TYP.) I I I I V ,v9 M w ��- / TAX MAP NO. 78-22 THOMAS JEFFERSON MEMORIAL I I s , FOUNDATION M p W I l1 yn , - 800 MONTICELLO LOOP m � : - : \+ / 3 FORCEMAIN D.8 2894 PG 76 P \o \ R I -- •� / ;•I l O k ''p` / G/ / /' , 12"WATERLINE PARCEL cis \� - ` / / 1:•:} ,:,.--�- W w 7 (HIGH PRESSURE) LINE DECOR A •••) N / LEGEND: REMOVE ASPHALT ® REMOVE GRAVEL REMOVE SURFACE COURSE PENDING CORE SAMPLE XREMOVE TREE ------- SAW CUT �.:... .:.:sjuLDERs r � : `::� � / UNDERGROUND POWER (TYP) 6'• FIRE LINE FROM AS-BUIL T PLAN (2RW ENERGY) q LIMITS OF ' 6" DOMESTIC LINE DATED 2019-0206 (PROVIDED BY OWNER) > I Q p DISTURBANCE (0.76 AC) " v }j 4 DIN LET W/ RATE( ' REMOVE SIGNSpaOP= 61 9' W REMOVE PORTION rr,r 659' 157 R (NW)ION rn w A I o OF CURB :z /NKLER ti I OU�=606.44' "CMP (SE) 'Al `;ol ;�; 000 / m SQ LET *1GRAT� �1 :0 A � � = 614.68' i REMOVECIRAVELI INV OUT J61 . 8' 1 "RCP (SE) Sq / m i PAT�i l a REMO �X_ m Fa l I v ^° f 4" 1 �r6I REMOVE PORTION o \ / / aIIJ�,bOFCURB m o \ 1 \mm�,, Lr I l 1 2 I �x •I ICJ /l I \` \ �, �/ / ch �7 gSayq/T I I w•'0v� i _'I„ ! ' -. /'-. _. x \rn BUR/ALA EA / I o •• REMOVE ASPI�IALT BURIAL GROUND SHALL BE \LIMITS, GE ERALLN ' : \ o m\\ I REM& SIGNS ` I } PATH Fri I I o\ \ PROTECTED THROUGHOUT n \ ' \ o I CONSTRUCTION AND REMAIN ' O UNDISTURBED t I� ? �\ \ O� °n \ n a II , 6 \ Y m \ a • ' • 110 m O l.V� •I b` U 11 ;' ` o \ X f \ \ 4. I o �` • o I I I \ \� \ \ \ r m O � \ O \ m \ O \ I 1 \ \ ni .I 1 `O�� • \ m \ I \ •`14 I • I •I \ \ II WATERLINE & FORCE MAIN (TYP) FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT WATER VALVE SHOWN FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT (FEATURE NOT OBSERVED IN FIELD) TRAFFIC FLOW DIRECTION I I / / W "� m co ro w / I NVS N:VS 1 I I I ' w I 1 m I I I I 01 a \ \p ml \ \ o o Q ' ro - 7 \ A ER EXISTING PATH NORTH OF THIS LINE a\m �• AL e \ \ \ \ \ \ WITHIN LIMITS WILL BE REPLACED IN \\\\ \ TERS RE OV 1 J \ \ a _ — — — H E ...: •.-'.iu1tN FENCE �T .. q/ I 1� �`\ \^ `KIND AS MAINTENANCE WIT `KAFKA o y° -RIS R \ \\ ? ` — s/ — .'SURFACE,MATERIAL. ,z 0 S \ 2 \. _ own \�::.:•::::::.:� - � I i.: _ _ W .\..._ .:....... .. ... \ \ \ .::•: :• .•yam• , \ •:::.....:::... V A P ALT - .... .. .. .. . :.: .... ... I t :::.:...... T1. LIMITS -F I • -•�'I •I •� � � �I � gISTURBA%1 LIMITS OF \ �(b.76 AC) o • ::..• . • 1 ' DISTURBANCE \ \ \ \ \ \ \ /�� � _ 3 _ - \\ . S . '\ : \ - \ \ \ \ O \ l \ � I I (O.T6 AC' \ \ \ \ 'SPR/NKLER � � _ � - iprU��y� \ �\ ; : � I I � •_. `� -i 591- 2 - _ \T - - \ \ ':}i:•:�' 1 \ V.dLb/E_ I \ _ I I :�:;:L` •C �•: ` _ , ' / ` \ b . Cry' \ ' I 11 REMOVE \.:; . ?r / J ✓ `I• , \ / tj CONTRACTOR SHALL PERFORM A CORE SAMPLE FROM EXISTING,, m I m rn .. I GUARDRAIL m / 1 SECTION AND PROVIDE TO TIMMONS GROUP AND NELSON B m v I \ 3 / I 0 \ / I 1 I / 1 \ x 4 4 I \ I T T EVALUATE EXISTING SUBBASE DEPTH. BB W L Z O U EX ST G SU S SU A m / I \ r LETW/GRAT� DEEMED SUITABLE TO BE RESUED WITH KAFKA'SURFAC I 2 \. / / rn m 1 / I7* I - \ - \ OP 609.83' z I \ t : COURSE CONTRACTOR SHALL ONLY REMOVE THE EXISTIN / � C a \ m ... _ I q \ \ a N IN ' 1 'MP NASPHALT\ ' /Y I V 60$.63 5 SURFACE COURSE AND REUSE STONE SUBBASE I \ ' .t}Y''•` INV\pUT 6b5.58' 18" RCP / \\ t:\: \- \ \ .}i \ \ \/'/ \ 0 1 1 I II/ 'I i \\ c,• H I I I 1 g0/ \\ \ .\ _ `\:.Y:; \:\:. \ }.. i �600 \ :r'(�N STEPS / i9 \ \ 1 \ �c�o ? I � p 1 / 5 \ \ t \ i.\ ., \ \ \O.RA S \ / j 2 S21 TEEP SLOPES 11 (CRITICAL) I \ � /,\ ao \ \ \ `° I \ SD/NLETW/GRATE \ \ 1 /„ I I \.: \ ::..: 1 2 1 \ 0 1 ... /V \ \ \ iv \ I I \ m \ TOP = 589.30' I I \ t ::: \� �• \ / t9°� I \ INV IN = 586. 10' 15" CMP (SW) i•.:. o, I : �::: b \ \ co \ � / 1 I NV OUT = 586.20' 18" RCP (NE) / h \ \ \ \ I 7I mO \\ \ \ \ \ , ASPHALT CUR srEEPSLOPEs \�� i�:i. \ ll:; m \ TAX MAP NO. 78-23 \ \ \ \ \ \ t \ d to\..:.. I p� \ \ \ \ \ \ 1 \ (CRITICAL) . � .. \: _\ _ _ _ \ : � : m � : � � � � � I I \ THOMAS JEFFERSON MEMORIAL Jill FOUNDATION \ \ \ \ 1050 THOMAS JEFFERSON PKWY \ \ \ \ D.B. 327 PG. 161 ifi:lii s \ WOODEN STEPS \ 17 RISERS rL I I II \ II i� I 1 N,CMP ------- ----� SULETW/GRATE \ 151,"CMP MP / j TOP = 592.4 V INV 1N = 58791' 18" RCP (NW) BRICK L4NDING 95'RCP SDINLETW/GRATE _ TOP = 638.25 ' INV OUT = 635.6515" RCP (SE) MHD TOP = 633.01' INV IN = 626 76' 15" RCP (NW) INV IN = 628.51' 12" CMP NE INV OUT = 626.71' 15" RCP (SW) SD INLET W/GRATE TOP = 632.39' INV OUT=629.24 12" CMP (SW) HGA Canal Center Plaza, Suite 100 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 .• % TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE OF IV ' ryan D. Cichocki 'Z U Lie. No. 53741 .0 I 23/ SSIONAL NO DESCRIPTION DATE 0 01 100 /o CDS 11/20/20 HGA NO: 4320-001-00 -211 n EXISTING CONDITIONS & DEMOLITION PLAN I NAD 83 SCALE 1 "=20' I RE 0 20' 40' DATE: November 20, 2020 CONSTRUCTION DOCUMENTS CIO O un z Uj O 0 z O t--I U D O U (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. WATERLINE & FORCE MAIN (TYP) FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT LEGEND TYPICAL KAFKA PAVING SECTION Cl. 1 / MINIMUM KAFKA PAVING SECTION Cl.l / HEAVY DUTY u \ 11 I m I ASPHALT SECTION HEAVY DUTY ASPHALT SECTIONASPH C111 \\ v I\1 WHEEL S(T+YP.) / / CURBALT TIE PROPOSED ASPHALT K6 [G I TO EXISTING PAVEMENT IN Cl.l NATO WITH PAVEMENT TAX MAP NO. 78-22 REMOVE ASPHALT SURFACE COURSE \ I I I S I I M _ THOMAS JEFFERSON MEMORIAL o W $ (OFF- �_ cn ENT DETAIL GYP.) AND INSTALL KAFKA SURFACE , � FOUNDATION I fJ\ I ❑ Nd ~ I , '`✓�^ / / 3"FORCEMAIN 800D.8. 28I94 PG076 OP u., / / 1 (ASPHALT' \ I c� , / 12"WATERLINE PARCEL 1 CURB c,t , - I �I o.: U (HIGH PRESSURE) LINE �, (/'tfa� CG-3 / // 6" FIRE LINE UNDERGROUND POWER (TYP) I 2 6"DOMESTIC LINE 3 I w ( FROM AS -BUILT PLAN (2RW ENERGY) IMITS I I C1.1 w / DATED 2019-0206 PROVIDED BY OWNER) I I I I I I q LOF , * � , / S �^ / rn I I a DISTURBANCE qN rO o I (Q.76 AC) , yTE D INLET W/ RA( ° BENCH SEE ,. (2) ADA VAN , / TOP = 61 LA PLANS PARKING $, /INV l - 606.59' 15j R (NAM) IA, I I � sL I O / P 10" / DO/ Bw � PVKLE NS Cl. I OU�=606.44' CMP (SE) 4 ti1 I >•f ♦ VALVE CONCIG(� R I / w coh // �l SQ LETWIGRATEftl l I c 1BENCH SEE m I RCP SVOUT-J61 B EA S r LA PLANS of 1 v , — I o / 1 I 1 I IV EDGE OF I, , /t 4 / O I a " m FUTURE SIGN KAFKA PAVING TYPICAL SECTION .✓s- I zm \p \ Fa 1 qs �hq �� AR �w a w Z PROPCFENCE. SEE ■ o o ;, mLANuz2iu ,PE ARCHITECTS ■ eJ 1 - _ a 411S. FOR DETAILS ca 1 I V I o I T- ff °t, 1` / o / „. BURIAL A�ZEA �11 , 0 � BURIAL GROUND SHALL BE `LIMITS, GE ERALLN G \ m I I I PROTECTED THROUGHOUT ® \ \ \ \ ,: •1 CONSTRUCTION AND REMAIN I •' TQ\ I ° y O o Q 4 o, • UNDISTURBED r I \ �� A \ y rn y\ \ 1 1 \ \ a 1 • 1 - ",i 1J' �'� U I ro, \ �, 6,,� ��` S O \� \ \n%�j \ Q \ o I I I \ In \ aG I I / L 4' WIDE KAFKA PAVING • ro O O` �� \ o -F'''s N \ p o \ �\ Or \ Fo I \ \ \ 1 \ \ ara • ♦ II BENCH �,"♦.. �} '�''IS' I n MINIMUM SECTION 2 SEE LA ! o r I ' , \ C:1. 41 l 1 \ 1 \ \ as `44-- _ � . 1 m (�}i , , •sue m \ ci �\ 'tq3 \ \� \ 1 07 i . 2 �. `t1u' m / \ \ fA11/- 8 s \', PLANS v s O`\ r�C'AnoN \• \ r \ \ \ a� I I O 1 I ` _ \ \ t .,p 91�PI4k'ER- \ \ ` ` \ \ s,.: EXISTING PATH NORTH 6F THIS � LINE x BENCH SEE ` LA PLANS e _� WITHIN LIMITS WILL BE R', REPLACED IN / w - _ _ -�` - `KIND AS MAINTENANCE WITH KAFKALfRrsEI SURFACE MATERIAL. - 6 _ _ 11 -10 I Y 1 I I I 1 I WATERLINE & FORCE MAIN (TYP) FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT I I I I y WATER VALVE SHOWN FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT (FEATURE NOT OBSERVED IN FIELD) TRAFFIC FLOW DIRECTION � _1 go — � � � ) N , / BRICK I i LANDING \ \ \ - - YAW- - , FUTURE SIGN �<. _ / �� \� `J LIMITS OF i u LIMITS OF \ ,` ` �- wo - No \ # ♦ nod m ISTURBANCE�f \ ` ,��. DISTURBA A \ l o \ STEEPSLOPES _ 76 AC) , , \ \ lRRIGTIOt� _ \ 591- - A- - - \ \ ♦ \ (CRITICAL \ (0.76 AC _ - 1 O o ^- ~ 2 - T _ \ �. \ ( ) ��- \ \ \� \ 1 , \ , ` \ \ �SPR/NKLER _ l I m m\ O \ \ \ \ \ \ \ I \ \ \ 0 1 \ \ \ \ I V5L VE_ I \ N 1 n 1 , J I L 0\ \ 1 `sO7`\ c, \\\ \ \ 11 + ----- 10011i, IN 4 V 1 � o� �r 1 I / I I CID �11\rn , EDGE OF \, \ �\ ASPHALT ,\ �/ I LETW/GRAT� \ P - 609.83 O' s�A's� I �I 1 I I Ea 1 1 c� N / INvV IN = 60�.63' 15" yMP RA (N ` a \ \ \ \ \ A INV\OUT = 6b5.58' 18'� RCP (S�) / I �' STEPS /� \ 1 1 1 a / I I m I 1\ \ �r7 p rp 1 ,590 v v y\ vov� \ i� Mil Sv // o ❑ I�i i n tJ5 j An A -� ❑ I I\ 1{- V // A V A 1 i A V / I I ASa i a-,.-� ter- p ca I 1 A 1 � 2 STEEP SLOPES _ (CRITICAL) \ / '�AGT- �-7- 1 I a \ 1 /NG SD INLET W/GRATE v \ ■ A \ I 1 1 \ \ \ \ / I °m Iwo ml TOP = 589.30' INV IN = 586.10' 15" CMP SW \(NV OUT = 586.20' 18" RCP (NE) = h I /A \.\\ -6.\ cn\ \ \ \ ASPHALT \ �"\ 1 I \ `�.AS' I \ \ \ \ srEEPSLOPEs \ \ \\ \ , - I k/ ~ 4 m \ TAXMAPNO. 78-23 \ 1\ l \ \ \ (CRITICAL)\ \\ \ \ n \ \\ THOMAS JEFFERSON MEMORIAL Y \ d \ \ FOUNDATION \ sN 1050 THOMAS JEFFERSON PKY W D.B. 327 PG. 161 \ WOODENSTEPS 11 \ 17 RISERS I I II \ II j� II / 11 CMP ------- ---- SDINLETW/GRATE 151,"CMP MP /j TOP = 592.4 V \ INV IN = 58791' 18" RCP (NW) \ 15 SDINLETW/GRATE TOP = 638.25 MHD INV OUT = 635.65' 15" RCP (SE) TOP = 633.01' INV IN = 626 76' 15" RCP (NW) INV IN = 628.51' 12" CMP (NE) INV OUT = 626.71' 15" RCP (SW) SD INLET W/GRATE TOP = 632.39' INV OUT=629.24 12" CMP (SW) I NAD 83 SCALE 1 "=20' 0 20' 40' HGA Canal Center Plaza, Suite 10C Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE OF � ryan D. Cichocki 'Z U C. No. 53741 O� Ml3U SSIONAL ONO DESCRIPTION DATE 01 100%CDS 11/20/20 ISSUANCE HISTORY - THIS SHEET HGA NO: 4320-001-00 LAYOUT PLAN DATE: November 20, 2020 CONSTRUCTION DOCUMENTS C4n0 CD CD un z U O F—I U D (f) 0 U (C)DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. N\ �- Ex vv , I 6 1' / 610.5ND W / / W W 610. N I SWK 608.5 r SAN \K / W I / PVMT 611.13' vv/ t�, / cp I XX PVMT / SWK ( \ ° 611277 /SAN 1 609.41' /o SWK / SWK SWK ` I I I 4 I 01 ( %. sossa' a � � / I slz.oa• s12.v' I / SWK ° SWj K N / ) ° TC / 61 / I / 609.45' N 699.E V 611.4�' 611.90' / 8°�0 609.90' 610.8 PVMT] 1SWK I T PVMThI SWK / o 609.49' 0' / 612.23' sw0' -1.90/SWK 611.20' TC EX GNb 1 609,80' Sr�1' /613.75' 613.42' 610.80' 6/0.0 /1 i SWK 610 02' K // • I SWK 0.89, / ( SWK I 612.51' \ I 9` SWK \ / 1 612.56' '057o I I SWK /� / / I / SWK SW o... 610.22' , EX GND / I co • IN 607.81' / 610.2� / / / 613.64' I I SWK I SWK SVIK / 6077 ' ! S�JK / / 6 056' -o- / / 613.97 / / I /6\2.59\ / 5„ RG / �' 908.12' i� / / �'SW 1 I �i �i \ \ \\ ! SWK .� 612.57 -1.0 % / 1 SWK I �j SWK ,r�Vy/ `P / / \ 612.71\ 607.77SWW N. _�'1- / 608.27' 608.05, 1" .25 /0 608.2Q'So 1 SWK ! /k> a I , I I \ \ / / 8. 608.40' I / d'S I 1 SWK / �t.,�li' SWK Q o\° I / o I 1 / I 612.25' SWK / 608.14' I n SWK I , 1 J \ 612.48' /- -- N! SWK I 608.42' I I 1 / 1 - �\ \ \ I -1.00% \ \ \ ® / 1 / ,,,rram•V� / / 80828' SWK 608.49 DETAILED SPOT SHOTS SCALE 1"=10' ASPHALT \\ \X1 I I \\ 1 \ CURB LO TIE PROPOSED ASPHALT 4 \ -1.14% 1 \ Gp I M 1 v/ 01 TO EXISTING PA�/EMENT IN 612V13' \ \ M \ r I I W IA1 4&ACCdRDANCE WITH PAVEMENT I I I 1 S9 I 11 o M 1 I S / REPLACEMENY DETAIL �fYP.) $WK \ \ (�j \ \ �54 ��20 1.96' �^ -X _.1\ iq \ \\ / W \ SA I / 1 SWK \\ I i 'SWK ASPHALT W w 611.�`,j' I 1 v CURB � \ I ^�. I I � o �cc�R ( c � / g v I I I i I I sduiae s-J 1 ° // rn� I G.3 N `) 4I/ 4�"/ LIMITS qF I/ 6165' W\ K \ SWKRISTURI%ANCE 6S.39' 611.61' �9.76 AC \ \\ $D INLET TE/ TOP INV l - 806.5915j R (NW) \ \ SWK \ OoolO \ \ \ l 1 OU7/=606.44' "CMP( BE 1 I _ I / �Pl7(n1KLER j ) / \ 610.38' \ \ \ \ \ SWK \\ \ \ \ CGL I / JJ�� l 1 \ \ ;�`L =L9 611.31\ \ (w=1.�ONC �l Sp LET t�'/GRA \ v � I y _ v v v v cell glOP = 614.b8' \ I 1 v A \ 1 \ w✓ 'a, INV OUT I61 . 8 LEGEND \ S1 \ \ \ o m / of N °m \ s1110` \ \ \ DETAILED SPOT SHOTS car I m SCALE 1"=10' ACCESSIBLE ROUTE �'J ( �tAs` I �I� �� y Irmw fENGI'E. SE mLAN C EARCHITECT L J I W z \ m 1 I y' j i 2 1O�L9 FOR DETAILS m \l/ o / a h.i BURIAL A EA FYI I I I o O BURIAL. GROUND SHALL BE LIMITS, GEl\ERALLN PROTECTED THROUGHOUT O \ �1, •1 b ONSTF$UCTION AND REMAIN 1 •' \ \ /� oCA a I W \ UNDISTURBED 1 I \ ` \ I �q�� ° \\ \ A A \ 'tom \ n r\ / I II I I I NVS I f4.VS \ \ \ \ • 0-80 �- jj"�� I �y ly _.� • \-I' U �1 \ X I \ > KT� \ A \,�} \ \ \�v'\ \ WOQ I f�)" II II •��� V I �"' 00O v v n nr4 \V �\ q \ o A \ I 1 F� I I I 1 �°rn w -' I cb I ? \ I I I \ \ ,r'+/� \ 15"CIP • r 1 \ \ \ \ \ r co O °j\ ,,r'y�y \ O \ \ }qy m I 1 \ 1 I 1 II \ ov-58 1 �~T7 \ \ \ \ o ~ \\ \ \\ \ �rw2 rn 1 RRIGATIpN \ . \ . \ n, n \\ I \ \ I o 1 ` f\),t--, ''..�s`\ a�U� \ - \ \ �p \ \ I \ m \ \ o \ o F'a I ry� \ S 4,ER� C_ EX TI P T\H NORTH F THIS LINE \ �f" WITHttJ LIMi WILL BE � EPLACED IN m 1 - \\ \ 4 \ a �u *¢N WNW_ �\ D AS MAINTENANCE WI-T A m"m , m NESTERS �� 1 \ / - � _ \ .GI I.RFA MAIAL. RISERS I I 17 �� \\ \ \ 1 \ \ \ ,_.o \ \ \ I • 1 / ' sib- _ _ _ - ice' -625- T I 1 (- EP 1 `,.Jvs' �\ I I \ \ 4 A \ / / \ N' / / U \\ \ \ \ \ \ mq� \ �\ - - - 0� S . \ \ m \ \ I I \ 0.. 1,£ \\ / / ( ( 1 gs/'Hq \ j m / 1 I r)C�j \\ I'�F2BAiyEo\ \ LIMI�$OF\ \\\ \\ \\ \\ \i,_-_, ,, `\ ` I Sa no RCP y c\ \\ \ \ o 0 0 DISTURB \ \ \ - \ v VE - q `� 1 SD INLET W/GRATE A \ \ \ R cQ STEEPSLOPES - ` qC) \ n I I \' \ \ \ IRRlG71'T10 _ - - _ I �':\ \ \ I l � (CRITICAL) \ \ �h \ \ \ I I ` 1 (0.76 A6 \ \ \ \ SPRINKLER _ \ I pq\•d �l �\ �� \ I �� n d 7¢ TOP = 638.25 # v Li E_ - I \ N I o 1 INV OUT = 635.65' 15" RCP (SE) \\\ oQ- T T I --o �� \ \ \ \ o /( \ \ I \ \ 'I I \ `� / I \ D MHD TOP==626. ' INV IN 626.76' 15"RCP (NW) o y' \ 0 rn I 1 °° \ o �\ I \ \ \ \�' \ / \ \ �� INV IN-628.51'12"CMP(NE) INV OUT = 626.71' 15"RCP (SW) LET W/GRATk OP - 609.'83' I 1 a \ \ \ Y \ \ a IN\V IN = 606.63' 15" �'MP (NVll) b \ SD INLET W/ GRATE \ \ \ \ a \ \ INV I = 6b5.58' 18' RCP ( ) I 4 \\ \ \ \ / TOP = 632.39' \ \ \ \ --60(Y \ rppN S7 P5 /\ 1 \ / I F O 1 I L� v 4 \ �0 \ \ \ \ \ \ �\ \ ��� \ \ o h/ S \ \ \ \ / O 71y 1 INV OUT=629.24 12" CMP (SW) � �. � 2 STEEPS OPES \ � 1 \ 1 \ \ \ \ (CRITICAL) o\gRk'1v 1 I 1 I \ 1 I m G \ SD INLET W/GRATE \ TOP = 589.30' \ { \ lNVlN=586.10'15"CMP SW I \\:\� ,\ \\ II I:\ j/V \ \ \ YNV OUT = 586.20' 18" RCP (NE) I /A O \ cn\ \ \ ASPHALTrn CUR STEEP SLOPES I \ \ \ "` \ \ \ \ x / \ ~ m \ \ \ TAX MAP NO. 78-23 \ \ \ \ \ (CRITICAL) \ \ \ \ \ I I o a \ \ \ I \ \ THOMAS JEFFERSON MEMORIAL 1 1 \ \ IN83 FOUNDATION \\ \ I\ \ \ 1050 THOMAS JEFFERSON PKWY \ \ \ \ SCALE 1"=20' D.B. 327 PG. 161 \ \ \ \\ HGA Canal Center Plaza, Suite 100 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 .� % TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE TH OF � n D. Cichoc)fl 'Z U Lie. No. 53741 ENO DESCRIPTION DATE 01 1 100%CDS 1 11/20/20 •M 0 LU 0 iQ O I-� U w L0 O U (J�DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. \ 1 I I I I I � I , IASPHALT \ \ \ I I p y CURB \ O I LIMITS qF I/ I I'iJ-05' gISTURIk4NCE I a I (9.76 ACp I m l t o a I I I I OI 1 I / CONC/G R (W=1.85 635 630 625 620 615 610 605 600 595 590 0+2 LOW POINT ELEV = 597.36 PVI STA = +77.82 PVI ELEV - 596.70 K=1. 0 23' VC_ M O M °}�. �m O M _�� _ N 0 1- M(0 (0 019 ico n CO w 0 cn n>> 0 r + co> (0 + m II � 11 0� O^ � N O 11 I + (O >m >Cl.l (0 (0 > Q> II 0 0 00 0 °D01M cot. I II �J W Cn En W= °36- W a co _j _j > o 77 o o + + 2'OOi/° a ¢ �i dt o (O N N N u 1 w n ° �� 0ii ' N� Q�j Q -1 5.23° 1; a 12.0j II ¢W o N II U00~ �q w a �@ Fw > �Y�"p0o10 > +9.009 w ¢ w 11 i a iL a a -12.01 421% ` o - a d a ALIGNMENT "B" I .00 0+5 .00 1+0 .00 1+5 .00 2+0 .00 2+50.00 3+0 .00 3+5 .00 4+0 .00 4+51 l ASPHALT I I / CURB 110+00� ALIGNMENT "A" / 1 / 0+24A i' 640.32 ALIGNMENT "B" II 1 � / � 'htJJ1LFs'' / / rn 1 � IV't.Jls' �r•qv��s / ® � I I I / �\)� ICJ ---j[ _ I I- I O 07 BURIAL A EA I \ I o BURIAL GROUND SHALL BE LIMITS, GEIERALLN I O \ \ n m \ ` II C) , N IPROTE,CTED THROUGHOUT �ONSTFRUCTION AND REMAIN \ \ I O® ` \ • I (��� JJv�� UNDISTURBED0-1 I ,-111l •r • \ \ \ • (�11 22 1 I •'�s' \ �,may ,\ o co ` \ ` orn L}TSF ti \ \\ \ \ \ RIT RBAi� E o \ I \ b C)Q cOQ STEEP SLOPES q C y A \ 1 (CRITICAL) Ca \\ \ \`\ (fl \ \\ �60� \ \ \ fol STEPS STEEP SLOPES (CRITICAL) III \ \ \\ \ \ \ \ A / / h 17 2, A'n0 � r 11 q;, 640 635 630 625 620 615 610 605 600 9+9 N y +U v N (n It O (OD O 0 1� + CIDof .+- m u � N 11 > a 30 Ui ate- w ooc6 o coto No * 5.0 % U> 7 do 'o +co +o(o o CID=� I> II> UW as 00 ° > ° > ° j ~ LLL 159;6 ~ J a n> ¢ ¢w �glgd� ¢J �� w 1'.80% m I ° -- D a > a s ° a s a s aa- (La ALIGNMENT "A" 0.000+ 0.00 10+ 0.00 11+ 0.00 11+ 0.00 12+ 0.00 ,• 1 ` 635 630 Lrn I �� 625 ALIGNMENT "D" 620 rn / 615 610 ( / tCCT55y hilt n I I 605 / O K o soo I rn a /- / -0+1 JIC W a O N °°- + U 00) r N O 0) ((Oo . u 80M °+�(O II II II > In ++ (0 W U �150°9 W ¢ o o- olor� n I II a �� 431 > al>a � 0 as + CD C� 0 L. ALIGNMENT "C" > a - 0.00]+0 .00 0+5 .00 1+0 .00 1+1. 635 635 630 630 625 625 620 620 615 615 610 610 MEN No 0 ME EMERINE 605 605 -0+1 + 600 ALIGNMENT "D" �.00 � I � I I / I IO I I I � I \ \/ II I 4 \ WN \� �'i ` P LEP-\---���0 - \ \\� I 4 1� n, / BRICK "NOING ,--- 1`\ �r�-/� -�r-1� 1 �7t \�.C� ''�I/ Q01 _ O.LIMI�$oF- \` �\\ III ALIGNMENT"C" DISTURB__-,- rn // \ I AX P NO. 8-23 I (� \ \ 1\ 1 0 \ m 100/ TIIn AS J ERSO MEM F UNDA ON \ I 10 0 THOMAS JEF EIRso Pkw I I \ v D. 327Pd. 161 I I F 1 1 n 6o �F \ k \\ 1 1 I I I I I # D 1 I "VG I 1 I a I rn I I \ \ n n ALIGNMENT "A" n 13 4 14+4 .15 CSI / i d 6- I I I I II 1 \ m A\\q�\� 4 EXI�TIKIG 4T1 NORTH THIS LINE WITHIN LIMITS WILL BE RkPLACED IN wooI 00 \ ALIGNMENT "A"\\'KIND AS NTAMITENANCE WITH �JAFISA / ER/SERS C �:fi�URFA IERl \ 1 / ?Z r +09.77 - - - - - -625- NAD 83 SCALE 1"=20' \ 0 20' 40' 635 630 HGA 625 44 Canal Center Plaza, Suite 10C 620 Alexandria, Virginia 22314 Telephone 703.836.7766 615 610 Nelson Byrd Woltz Landscape Architects 605 LANDSCAPE ARCHITECT 600 NELSON BYRD WOTLZ 310 E MARKET STREET 595 CHARLOTTESVILLE, VA 22902 (434) 984-1358 590 ).00 635 630 625 620 615 610 • TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE OF UD.Cie ENO DESCRIPTION DATE 01 1 100%CDS 11/20/20 GA NO: 4320-001-00 'ATH PROFILES DATE: November 20, 2020 CONSTRUCTION DOCUMENTS CTO ME CD 0 Ul LU D O Q O I-� U w L0 O U (J�DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. MATERIALS LEGEND SYMBOL PAVING DETAIL NO. NOTES M ASPHALT SEE CIVIL DWGS 0 0�°00 00 POLYMER BASED DECOMPOSED GRANITE- DESCENDANT SEATING 1 /5.00 KAFKA GRANITE, COLOR: DESERT SPAR ORANGE GRANITE WAX POLYMER. CONFIRM COLOR WITH THOMAS JEFFERSON FOUNDATION. D6 POLYMER BASED DECOMPOSED GRANITE - MAIN PATH 1 /5.00 KAFKA GRANITE, COLOR: RUSTIC WAX POLYMER. CONFIRM COLOR WITH THOMAS JEFFERSON FOUNDATION. POLYMER BASED DECOMPOSED GRANITE - WOODLAND PATH 2/5.00 KAFKA GRANITE, COLOR: RUSTIC WAX POLYMER. CONFIRM COLOR WITH THOMAS JEFFERSON FOUNDATION. sE DURARUST STEEL EDGING 3/5.00 -- COORDINATE SITE WORK IN PROXIMITY TO EXISTING IRRIGATION WITH THOMAS Z. JEFFERSON FOUNDATION. PAINT AND WHEEL STOPS, SEE CIVIL DWGS., TYP. O _ O ��- NEW KAFKA PAVING ' - - - FOLLOWS EXTENT OF CURRENT PATH � - a I o v 00 EXISTING O IRRIGATION, TYP. A / " D6.. INTERPRETIVE - SIGNAGE. SEE SEATING, SEE - - - ARCH DWGS. ARCH DWGS. i Fy INTERPRETIVE D6 o SIGNAGE, SEE - SE sE ARCH DWGS. " NEW FENCE LAYOUT, EXISTING - _ STAIR SEE ARCH DWGS. _SEATING, SEE ARCH DWGS. O a GATE, SEE ARCH DWGS. , C�4 - t _ TWO DIFFERENT WAX " • ' POLYMER COLORS TO MEET ° NEW SAWCUT EDGE AT GATE. WHERE TWO MEET, - EXISTING BURIAL GROUND NO WORK \ OF ASPHALT FORM ONE SIDE THEN OTHER. 4- SEATING, SEE ARCH DWGS. BENCH LOCATION TO BE - - - — - STAKED IN FIELD. FENCE, SEE ARCH --- DWGS. WITHIN PERIMETER OF FENCE WITHOUT PERMISSION FROM THOMAS JEFFERSON FOUNDATION. SEATING, SEE ARCH DWGS. BENCH CDLOCATION TO BE -9-STAKED IN FIELD. a - O� 0 10 20 40 N AIL HGA Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 � s TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434)327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE STAMP CTHOMAS HOFGf C�P�'�. WOLTZ Y6000 110. ZANO DESCRIPTION DATE 01 100% CDS 11/20/20 ISSUANCE HISTORY -THIS SHEET V HGA NO: 4320-001-00 z MATERIAL � PLAN U 1 " = 20'-0" 0 0 O F--I DATE: November 20, 2020 U CONSTRUCTION DOCUMENTS V7 Ll * 00 z O U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC (1) ILEX X ATTENUATA 'EAGLESTON', 2" CAL., B+B (1) ILEX OPACA, 2" CAL., B+B (1) PINUS STROBUS, 2" CAL., B+B Landscape Requirements - County of Albemarle Project: Enslaved Burial Ground New Impervious Surface for Circulation .03 ACRES/1435.5 SF New Parking Spaces: 1 Tree Quantity Required (1 per 10 spaces): 1 Quantity Provided: 36 Total Canopy Property acreage: 868 ACRES Approx. %forested* (existing): 65% Existing forested area: 560 ACRES Area impacted by construction (within L.O.D.): 0.76 ACRES Preserved forested area: 559.2 ACRES Total incl. Canopy Bonus (1.25 preserved area): 699.1 ACRES Required minimum canopy (20% of property area): 174 ACRES Additional Canopy Coverage (Required New Plantings ONLY) 3569 SF/.08 ACRES *Forested includes garden and landscaped areas with tree canopy coverage. CITY BOTANICAL NAME COMMON NAME CAL. SIZE EST. HT. @ PLANTING GROWTH OVER10YR TOTAL HT IN10YR RATIO OF WIDTH:HT TOTAL WIDTH IN10YRS CANOPY @10YR TOTAL CANOPY @10YR 3 Amelanchierarborea Serviceberry 15 gal. 7 13 19.5 0.66 12.87 130 390 8 Cercis canadensis Eastern Redbud 2" cal. 7 10 17 0.74 12.58 124 992 2 Comus florida Flowerin DO wood 2" cal. 7 10 17 0.74 12.58 124 248 7 flex O aca 'Old Heavy Berry' American Holly 2" cal. 4.5 10 14.5 0.58 8.41 56 392 9 flex xattenuata 'Ea leston' Ea leston Holly 2" cal. 4.5 10 14.5 0.58 8.41 56 504 3 /V ssa s lvatica Sour Gum 3" cal. 13 8 21 0.66 13.86 151 453 2 Pinus strobus Eastern White Pine 2" cal. 4.5 20 24.5 0.5 12.25 118 236 3 Pinus strobus Eastern White Pine 3" cal. 4.51 20 24.5 0.5 12.25 118 354 3569 (1) CERCIS CANADENSIS, 2" CAL., B+B / _ ,- - " (1) AMELANCHIER ARBOREA, 15g _ - - (1) CORNUS FLORIDA, 2" CAL., B+B r�C (1) CERCIS CANADENSIS, 2" CAL., B+B (1) CERCIS CANADENSIS, 2" CAL., B+B (2) ILEX X ATTENUATA 'EAGLESTON', 2" CAL., B+B (2) AMELANCHIER ARBOREA, 15g i - - _ o EXISTING TREE, TYP. (3) CERCIS CANADENSIS, 2" CAL., B+B O r!^o Q. I I II II I a_ - A (2) PINUS STROBUS, 3" CAL., B+B (1) CORNUS FLORIDA, 2" CAL., B+B - - ) NYSSA SYLVATICA, 3" CAL., B+B (2) ILEX OPACA' OLD HEAVY BERRY', 2" CAL., B+B �� �♦ Q - (3) ILEX X ATTENUATA'EAGLSTON', 2" CAL., B+B ,. - - l _ \ s. \ (1) PINUS STROBUS, 2" CAL., B+B - - - - -- - I - _ CD �a o (1) NYSSA SYLVATICA, 3" CAL., B+B (1) NYSSA SYLVATICA, 3" CAL., B+B Al\ - \ (1) PINUS STROBUS, 3" CAL., B+6 (3) ILEX OPACA 'OLD HEAVY BERRY', 2" CAL., B+B 'OLD (2) ILEX OPACA HEAVY BERRY', 2" CAL., B+B - - - (1) CERCIS CANADENSIS, 2" CAL., B+B r / (2) ILEX X ATTENUATA 'EAGLESTON', 2" CAL., B+B (1) CERCIS CANADENSIS, 2" CAL., B+B HGA 44 Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434)327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE STAMP O���pLTH Op Lt U THOMAS L. WOLTZ Lic. No. 0406000910 9 �scAPE AR ONO DESCRIPTION DATE 01 100% CDS 11/20/20 O 0 ISSUANCE HISTORY -THIS SHEET \J HGA NO: 4320-001-00 z TREE � PLAN U U 1 " = 20'-0" 0 0 0 NOTE: REFER TO L6.20 FOR PLANTING F--I DETAILS & L6.30 FOR SCHEDULE DATE: November 20, 2020 U D CONSTRUCTION N DOCUMENTS 0 10 20 40 V) L6*00 0 O ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. i--------------------------------------- — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — --- '0� _ I 1 I I L6.1 1 I I I Fes; � .. • I o I OI I O / I I I I I I� I L6.12 D a I j I I o . a , •o —Q CD - o_ r i SHRUB & PERENNIAL PLAN ENLARGEMENT - NORTH SHRUB & PERENNIAL PLAN ENLARGEMENT - SOUTH NOTE: REFER TO L6.20 FOR PLANTING DETAILS & L6.X0 FOR SCHEDULE HGA Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE STAMP �47 GpLTH Op L' J i O ? THOMAS L. WOLTZ Lic. No. 0406000910 J/�NO DESCRIPTION DATE 101 100% CDS 11/20/20 HGA NO: 4320-001-00 SHRUB & PERENNIAL PLAN 1 " = 20'-0" DATE: November 20, 2020 CONSTRUCTION N VVV VIYIGI•IIC 0 10 20 40 L691 0 R O V7 z LU Z) O 0 0 F--I U V7 0 U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 2"-3" ORGANIC MULC TAPER AT TRUNK. BEGIN 3" TO AWAY FROM TRUNK. P CYPRESS MULCH SHALL BE US REMOVE ALL WIRE STRING FROM ROOTB/ AND ALL BURLAP FRC TOP 2/3 OF ROOTB/ EXCAVATE AMD REPLAI EXISTING SOIL. ADD S( AMENDMENTS IF NECESSA AS DIRECTED BY PROJE MANAGER. WAT THOROUGHLY TO ELIMINP AIR POCKETS. DO NOT TAN B&B TREE PLANTING DETAIL crAI F- 1 V_0" 2 TO 3 TIMES ROOTBALL DIAMETER MINIMUM 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT 4 PERENNIAL AND GROUNDCOVER LAYOUT DETAIL PLAN NOTES: 1. THE HOLE FOR THE TREE SHALL BE EXCAVATED 2-3 TIMES THE SIZE OF THE ROOTBALL. 2. STAKE ONLY IF NECESSARY AND AS DIRECTED BY PROJECT MANAGER. 3. REMOVE ANY TWINE, ROPE, FLAGGING, WRAPPING, OR GUARDS FROM TREE. 4. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS AT TIME OF PLANTING. 5. ROOTBALL - ROOT COLLAR SHALL BE VISIBLE. REMOVE EXCESS SOIL FROM TOP OF BALL IF NEEDED. SET TOP OF BALL 1"TO 2" ABOVE FINISHED GRADE TO ALLOW FOR SETTLING. AFTER SETTING BALL IN PLANTING HOLE, CUT AWAY OR REMOVE THE ENTIRE WIRE BASKET. CUT OR REMOVE ALL ROPES OR TWINE FROM BALL. CUT AWAY OR REMOVE BURLAP. IF ROOTBALL BEGINS FALLING APART DURING INSTALLATION OR WHEN REMOVING THE WIRE BASKET, PEEL THE WIRE AND/OR BURLAP BACK TO THE BOTTOM OF THE PLANTING HOLE AND REMOVE ANY PEELED BACK MATERIAL. SET TREE PLUMB SO THE MAIN LEADER IS STRAIGHT FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING VOID SPACE PERENNIALS, PLANT SIZES INTERMIXED NOTE: THESE PLANTINGS ARE LOCATED IN SENSITIVE AREAS. PLANTING PREPARATION AND METHOD MAY BE MODIFIED TO PRESERVE EXISTING ADJACENT VEGETATION. CONFIRM LOCATIONS WITH THOMAS JEFFERSON FOUNDATION AND LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. C C C C C C C C C NOTE: PLANTINGS IN THESE AREAS ARE INTENDED TO CREATE A NATURALISTIC EFFECT. CREATE SMALL GROUPINGS AND DRIFTS WHILE ALSO RETAINING SOME OPEN SPACE AS SHOWN. PLANTS TO FILL 75% OF AREA, LEAVING 25% VOID SPACE. 5 PERENNIAL LAYOUT DETAIL PLAN - WOODLAND PATH L6.20 SCALE: 1 /2" = V-O" REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST MIN 2X ROOTBALL DIAMETER 1 SHRUB PLANTING DETAIL .20 1 SCALE: 1 /2" = 1'-01, z_ 0 3 PERENNIAL & GROUNDCOVER PLANTING L6.20 SCALE: 1 /2" = 1'-0" MULCH EDGE St -.AI F• 1,, = 1'-n,, SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAM. WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING NOTE: THESE PLANTINGS ARE LOCATED IN SENSITIVE AREAS. PLANTING PREPARATION AND METHOD MAY BE MODIFIED TO PRESERVE EXISTING ADJACENT VEGETATION. CONFIRM LOCATIONS WITH THOMAS JEFFERSON FOUNDATION AND LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE NOTE: THESE PLANTINGS ARE LOCATED IN SENSITIVE AREAS. PLANTING PREPARATION AND METHOD MAY BE MODIFIED TO PRESERVE EXISTING ADJACENT VEGETATION. CONFIRM LOCATIONS WITH THOMAS JEFFERSON FOUNDATION AND LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. HARDWOOD CHIPS FROM TREES REMOVED ON SITE INCISED EDGE OF MULCH PATH OR PLANTING BED EXISTING UNCOMPACTED SUBGRADE OR ADJACENT PLANTING SOIL NOTE: LANDSCAPE ARCHITECT TO APPROVE MULCH SAMPLE PRIOR TO CONSTRUCTION HGA Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 �*80 0 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434)327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE STAMP V,p,LTH 0p L' 4'cl 0 U THOMAS L. WOLTZ Lic. No. 0406000910 ZANO DESCRIPTION DATE 01 100% CDS 11/20/20 HGA NO: 4320-001-00 PLANTING DETAILS DATE: November 20, 2020 CONSTRUCTION L6*20 0 0 V) z LU 0 z 0 F--I U cn 0 U HAMMEL, GREEN AND ABRAHAMSON, IN( QUANTITY SPECIES Common Name SIZE SPACING NOTES TREES 3 jAmelanchierarborea Serviceberry 15 gal. As Shown multistemmed, 3-5 stems 8 Cercis canadensis Eastern Redbud 2" cal. As Shown 2 Cornus florida Flowering Dogwood 2" cal. As Shown 7 Ilex opaca 'Old Heavy Berry' American Holly 2" cal. As Shown 9 flex attenuata 'Ea leston' Ea leston Holly 2" cal. As Shown 3 N ssa s Ivatica Sour Gum 3" cal. As Shown 2 Pinus strobus White Pine 2" cal. As Shown 3 Pinus strobus lWhite Pine 3" cal. As Shown SHRUBS 20 Com otonia peregrina Sweetfern 1 gal. 3' o.c. 64 Com otonia peregrina Sweetfern 3 gal. 3' o.c. 26 Hamamelis vir iniana Common Witch Hazel 3 gal. 8' O.C. multistemmed, 3-5 stems 39 Hydrangea uercifolia Oakleaf Hydrangea 3 gal. 5' o.c. 10 Illicium x'Wood land Ruby' Woodland Ruby Anise 3 gal. 5'o.C. 26 Illiciumx'Woodland Ruby' Woodland Ruby Anise 7 gal. 5'o.c. 8 Ilex glabra Inkberry 3 gal. 4'-5' o.c. 3 Ilex labra 'Shamrock' Inkberry 3 gal. 4' o.c. 20 (tea vir inica Virginia Sweets ire 3 gal. 4'-S o.c. 31 Ilex vericillata Winterber 3 gal. 5' o.c. 10 Rhus aromatica'Gro-low' Fragrant Sumac'Gro-low" 1 gal. 3' o.c. 68 Rhus aromatica 'Gro-low' Fragrant Sumac'Gro-low" 3 gal. 3' o.c. 3 Rhododendron catawbiense Catawba Rhododendron 8' O.C. 25 Rhododendron catawbiense Catawba Rhododendron 8' O.C. 3 Rhododendron maximum Roseba Rhododendron W3a 8' o.c. 24 Rhododendron maximum Roseba Rhododendron 8'o.c. 35 Rhododendron ericl menoides Pinxterbloom Azalea 5'o.c. 40 Viburnum acerifolium Ma leleaf Viburnum . 3' o.c. 64 Viburnum acerifolium Ma leleaf Viburnum 3 gal. 3' o.c. 118 Vaccinium an ustifolium Lowbush Blueberry 1 gal. 2' o.c. 20 Viburnum dentatum Arrowwood Viburnum 3 gal. 6' o.c. 33 Viburnum prurdfolium Blackhaw 3 gal. 6' o.c. 50 Yucca filamentosa Adam's Needle 3 gal. 3' o.c QUANTITY I SPECIES Common Name SIZE SPACING NOTES PERENNIALS - SWALE (151nsf) 173 Carex flaccos erma Blue Wood Sedge plug 12" O.C. Erosion mat to placed along bank of swale. 231 Carex muskin umensis Palm Sedge plug 18" o.c. 45 Iris versicolor Blue Flag plug24" o.c. 108 Lobelia si hilidca Great Lobelia plug 24" o.c. 108 Polygonaturn biflorum Solomon's Seal plug 24" o.c. PERENNIALS - AREA 01 144 I Polvstichum acrostichoides (Christmas Fern I Dlua 1 18" D.C. I I PERENNIALS - AREA 02 (738 sf) 171 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 136 Carex pensylvanica Pennsylvania Sedge plug 15" o.c. 20 Dennstaedda punctilobula Hay -scented Fern plug 30" o.c. 127 Phlox divaricata Woodland Phlox plug 12" o.c. 95 Pol stichum acrostichoides Christmas Fern plug 18" o.c. PERENNIALS - AREA 03 (113sf) 5 Ath rium filix-femina Lady Fern plug 24" o.c. 25 Carex a lachica Appalachian sedge plug 10" o.c. 20 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 5 Dennstaedtia punctilobula Hay -scented Fern plug 24" o.c. 16 Tiarella cordifolia Foamflower plug 24" o.c. PERENNIALS - AREA 04 (1288 sf) 12 Ath rium filix-femina Lady Fern plug 30" o.c. 108 Carex a alachica Appalachian sedge plug 10" o.c. 75 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 95 Carex pennsylvanica Pennsylvania Sedge plug 15" o.c. 200 Claytonia vir inica Virginia Spring Beauty plug3" o.c. 65 Cypripedium spp. Lad 's Slipper Orchid plug 6" o.c. 191 Dennstaedtia punctilobula Hay -scented Fern plug 24" o.c. 19 Diyopteris mar inalis Marginal Woodfern plug 12" o.c. 36 Eurybia divaricata White Wood Aster plug 30" o.c. 33 Heuchera villosa Hairy Alum Root plug 18" D.C. 33 Mertensia vir inica Vir inica Bluebells plug 18" o.c. 75 Phlox divaricata Woodland Phlox plug 12" o.c. 80 Pol stichum acrostichoides Christmas Fern plug 18" o.c. 152 Sanuinaria canadensis Bloodroot plug 6" o.c. 37 Solida o altissima Tall Goldenrod plug 24" o.c. 30 Tiarella cordifolia Foamflower plug 24" o.c. PERENNIALS - AREA 05 (698 sf) 10 Ath rium filix-femina Lady Fern plug 30" o.c. 58 Carex a alachica Appalachian sedge plug 10" o.c. 40 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 50 Carex pennsylvanica Pennsylvania Sedge plug 15" o.c. 75 Claytonia vir inica Virginia Spring Beauty plug3" o.c. 15 Collinsonia canadensis Horsebalm pluq 36" o.c. 15 Dennstaedtia punctilobula Hay -scented Fern plug 24" o.c. 40 Dryopteris mar inalis Marginal Woodfern plug 12" o.c. 20 Eurybia divaricata White Wood Aster plug 30" o.c. 18 Heuchera villosa Hairy Alum Root plug 18" o.c. 18 Mertensia vir inica Vir inica Bluebells plug 18" o.c. 40 Podo h llum peltatum Mayapple plug 12" o.c. 40 Phlox divaricata Woodland Phlox plug 12" o.c. 25 PolysUchum acrostichoides Christmas Fern plug 18" o.c. 69 San uinaria canadensis Bloodroot plug 6" o.c. 10 Solida o altissima Tall Goldenrod plug 24" o.c. 10 Tiarella cordifolia Foamflower plug 24" o.c. PERENNIALS - AREA 06 (1703 sf) 12 Ath rium filix-femina Lady Fern plug 30" o.c. 106 Carex a alachica Appalachian sedge plug 10" o.c. 74 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 74 Carex pennsylvanica Pennsylvania Sedge plug 15" o.c. 300 Cla onia vir inica Virginia Spring Beauty plug 3" o.c. 35 Collinsonia canadensis Horsebalm plug 36" o.c. 100 Cypripedfurn spp. Lad 's Slipper Orchid plug 6" o.c. 15 Dennstaedda punctilobula Hay -scented Fern plug 30" o.c. 17 Dryopteris marginalis Marginal Woodfern plug 18" o.c. 25 Eufybia divaricata White Wood Aster plug 36" o.c. 18 Heuchera villosa Hairy Alum Root plug 24" o.c. 18 Mertensia vir inica Vir inica Bluebells plug 24" o.c. 38 Phlox divaricata Woodland Phlox plug 12" o.c. 74 Podo h Ilum peltaturn Mayapple 13lua 12" o.c. 33 Polystichum acrostichoides Christmas Fern plug 18" D.C. 75 San uinaria canadensis Bloodroot plug 6" o.c. 10 Solida o altissima Tall Goldenrod plug 36" o.c. 12 Tiarella cordifolia Foamflower plug 30" o.c. PERENNIALS -AREA 07 (450 sf) 259 Carexa alachica A alachian sedge plug10" o.c. 173 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 111 Carex pennsylvanica Pennsylvania Sedge plug 15" D.C. HGA Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434)327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND FOR ENSLAVED PEOPLE STAMP V,p,LT(i Op�17 0 U THOMAS L. WOLTZ Lic. No. 0�406000910 a eLp. a 1/\NO DESCRIPTION DATE I 01 100% CDS 11 /20/20 HGA NO: 4320-001-00 PLANT SCHEDULE DATE: November 20, 2020 CONSTRUCTION O O O V) z LU Z) 0 0 z 0 I-1 U D V) 0 U HAMMEL, GREEN AND ABRAHAMSON, INC.