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HomeMy WebLinkAboutSDP200800006 Plan - Other (not approved) Letter of Revision 2 2021-03-08MONTICELLO BURIAL GROUND FOR ENSLAVED PEOPLE VICINITY MAP 1"=1000' SITE LEGEND A-VISITOBSAND HISTORYCENTER MA'TERIALLEGEND NWES PAVING ME.XISTING. C-E=WORCOURTYARD MNEW PARK D-OUTDOOR CLASSROOM PAVILION ®ASPHALT -PEDESTRIAN MNEWDRN E-SHUTTLEBUSPICK-UP& DROP-OFF ®NEW SHN G-NOTUSED ®BRICK -PEDESTRIAN MADDWIN'T H-ACCFSSm1n PARKEJG T-TOUWSCHOOLBUSPARRPIG IIDLOADMG. ®BRICK -VEHICULAR MMI TA I-VIRrTORPARKEJG ®BIXC RACI K-LAND6CAft UMTO (COBBLE -VEHICULAR ®PLANTER.. BURWLGROUNDS IIMAQUATIC L-BURIALGROUNDS RETXINENGWALU5 ®COBBLE, O-GENERALSTORAGEBIHLDING I112 TRENCHI TO REMAM ®Q4-RETAMMGWAW.(NOTUSED) IIDCGBBLEI Q-FUELING STATION Im CURD (AS V-STAFFPARKMG @N-T04R"RETAE4ESGWALL [M CURDLE IEMCOEELEI ®>48• RETAINING WALL WrTH BARRPR MCERENRI IIIDBOI.IARL (METALPOST&WDIXFENCE EMBEDDEDWrrNIN SHRUBBERY) ®PAINTED. ®CONCRETE BD0CKRHTAMMG WALL WITHBARRIER(42" METALRAD.) > 48" RETAINING WALL WITH BARRINR (WALLEXTENDS 42"ABOVEGRADE) STEPS @ BLUESTDNE STEP W/FIELDSTONE RISER AND RAD.INGS ®FIELDSTONESTEPS ANDRAH.MGS S3 CAST IN PLACE CONCRETE ANDRAILMGS 0 APPROXIMATE LETTER OF REVISION #2 PROJECT EXTENTS ILLUSTRATED ON SDP-2008-06 DIRECTIONAL SIGNAGE TO VISITOR LETTER OF REVISION #2 FOR SDP-2008-06 COUNTY OF ALBEMARLE, VIRGINIA 03/09/2020 / 101WIDE GRAVEL M TENANCE .ACCESS / 0 DRIVE (V-DOT •87 OARSE AGGREGATE / ,I�• OR V-DOT •26 CRU HER M / 5�i BEN TYPICAL HC PARKING SIZE+ / STANDORD-8•Xta' WITH 6' AISLE SI VAN-sX18' WITH 8' AISLE R91" / ,l S l�� 33' 2ti I EXISTING PARKING LOT So TO BE RE -STRIPED, , 9-X16' SPACE TYPICAL A NOTE+PAVEMENT STRIPING TO BE WHITE PAINTED V' WIDE , / MARKINGS (EXISTING AND PROPOSED 60 _ l ) PARKING AREAS). PROVIDE GRANITE S, WHEELSTOPS FOR W P4 ANGLED BUS PAR NG (14 TOTAL) b NEMENTTRIPING, PIC01, A W� 5 G JV `\ Fri PROPOSED GUARDRAIL (ROUND SECTION) DUMPSTER LOCATIONS (3 WASTE. 1 RECYCLING) 4WD + \� 10 WIDE GRAVEL ACCESS ROAD / (V DOT •1 COARSE AGGREGATE / YAR 1 ii,, IIII / mRN JI I 20'I T �.a HLINE SEE INSERT ABOVE RIGHT / LEGEND ®ASPHALT FULL DEPTH VEHICULAR PAVEMENT ASPHALT RESURFACING CONCRETE VEHICULAR PAVEMENT GRAVEL ACCESS ROAD 6" ASPHALT CURB ---- PROPERTY LINE YARD 0' 40' 80' 120- SCPLE IN FEET Ee L•e., w w..a' �� The Thomas Jefferson Visitor Center and Smitt History Center TNomac Jefferson Foundation. Inc. P.O.Roa 316 CNado vllle. VA 22gM LANDSCAPEARCHRECT MirA6el V uEnnon LandsclPe Andlltaci 11R2 King SL, 2nd Floor Nenindna, VA22314 TN836ZWT TIU836-5505 CIVIL ENGINEER Rummel, KlePFor R KaM, LLP Ccn.fti, EnGn. 91 McNIar St nd BlIM.. MG 2121742M 410.M0-2995 61GT20-2834 STRUCTURAL ENGINEER CM Engineers, I., 85 GM Eagle Scnwl Road Will PAIM 8 0.W9-3 T et0-N9-36TT MEP ENGINEER Mueller Aeaodatesinc. ,4019oe, MD Edg Streai BeWmare, MD 2122T s1G646asg6 410.6164T3B RETAIL Ell. Rlftln aciaUm IU6 MM SlnnA NW W�A2Ma32�844 DC MN 202aU4W21 SudTyy¢ Re•4alrea a�dd AycnIXo"ea er Ira Gale„n cnn„nnr 0p Ipym Ioayan,nem o2/fJ I4Y R. G - NEYFVM 0 ARCHITECTS + PLANNERS Dcoww Am�wncwaez 1..A ..1. .l. NW, drF In.—,M.. I. ynh,W, ..l c.ccdc xz.me.+ma LAYOUTPLAN wasToo a/J/moa a *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 CIA SITE DETAILS C2.0 EXISTING 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 L6.01 CURRENT CONDITION SURVEY TREE PLAN L6.02 2008 TREE PERMIT PLAN L6.10 SHRUB & PERENNIAL PLAN L6.20 PLANTING DETAILS L6.30 PLANT SCHEDULE A200 ARCHITECTURAL SITE PLAN A400 BENCH PLANS A401 BENCH ELEVATIONS A402 BENCH SECTIONS AND DETAILS A403 FENCE ELEVATIONS AND DETAILS A404 GATE DETAILS E1.0 1PHOTOMETRICS 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 L a•aaak � k 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 cyan D. Cichocki Le. No. 53741 (� /zi ONO DESCRIPTION DATE 01 100%CDS 11/20/20 02 1 PERMIT SET 03/03/21 HGA NO: 4320-001-00 LOR COVER DATE: November 20, 2020 CONSTRUCTION DOCUMENTS Como • I— LU 0 0 0 I ---I U V7 0 U CODPYRIGHT 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). ING 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/1 OOSF. 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. XXX - XXX - f TC 725.94 CURB CURB & GUTTER LIMITS OF DISTURBANCE FENCE MAJOR CONTOUR MINOR CONTOUR PROPOSED SPOT ELEVATION PARKING COUNT IM&rNId117 EXISTING WATER LINE g' Wy PROPOSED WATER LINE -8 6" Wy PROPOSED VALVE --- T ! 6" Wy PROPOSED TAPPING SLEEVE 10 � PROPOSED FIRE HYDRANT (COMPLETE) SEWER s ------ EXISTING SANITARY SEWER PROPOSED SANITARY SEWER G SANITARY SEWER MANHOLE ® SANITARY SEWER CLEANOUT (,RAr)TNIr. 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 Pagel 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. All 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 �F County Engineer, or designee, it is deemed necessary in order to stabilize a drainage 7. channel. All traffic /a�! Bryan D. Ciehoeld control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. � is'c. yo,7L4� � 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class III. Ao,?�7/ w� 9. All excavation for underground pipe installation must comply with OSHA Standards for SSIONAL E�Ol the Construction Industry (29 CFR Part 1926). Vy0*4 /ENO DESCRIPTION DATE 01 100%CDS 11/20/20 02 PERMIT SET 03/03/21 HGA NO: 4320-001-00 1 SITE NOTES TE: November 20, 2020 CONSTRUCTION DOCUMENTS ME CD 0 rl V7 z LU D U O Q z O 1--I U D V7 O U (O PYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 1 2 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 (V V KAFKA PATHWAY - 2" CROSS-SECTION No Scale TOP OF CURB 2 THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE Cll�dill�l 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 'AVING FLUSH $50 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 450 CHAMFER EDGE COMPACTED AGGREGATE, COMPACTED TO MIN 95% DENSITY COMPACTED SUBGRADE lww IN 0 5 7 VDOT STANDARD CG-2 CURB No Scale NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT EXISTING PAVEME a SAWCUTTHROUGH U EX. SURFACE X COURSE w & REMOVE PAVEMENT \ MIN. z" EXISTING PAVEMENT VDOT A-3 CONCRETE CONTINUE 21B 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 TOP OF CURB VDOT STANDARD CG-2 CURB No Scale R=2" 1 VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB EDP- CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) F//// 18' 0 411 0 PAINTED PER VDOT SPEC. 0 2% MAX. IN ALL RECTIOIN 8' 8' 8' 1 5' 8' TYPICAL VAN AliIiCJJIDLC Al•l•CJJIDLC HANDICAP SPACES 8 TYPICAL PARKING SPACE DETAILS No Scale CONTRACTOR SHALL WORK WITH THE OWNER AND GROPEN FOR FINAL SELECTION OF SIGNS TO MATCH EXISTING SIGNS ON SITE. �0� is 41 HGA 44 Canal Center Plaza, Suite 1 EDGE OF Alexandria, Virginia 22314 AVEMENT Telephone 703.836.7766 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE TVAN F U ABOVE ACCEeeBLE 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 ASPHALT SURFACE TREATMENT SAWCUT EXISTING ASPHALT fill CONCRETE CRADLE m I tOl I 101 GRANITE WHEEL STOP No Scale 6"x1B"x10'-0 GRANITE WHEELSTOP 2" RESURFACE IIIIIIIIIII IIIIII EXISTING PAVING .0" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A 1.0" 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 00*0000 • 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 Y 4Bryan <Clehoe is'c. �0.5;741 tiSIONAL �� -\NO DESCRIPTION DATE 01 100%CDS 11/20/20 02 PERMIT SET 03/03/21 HGA NO: 4320-001-00 1 SITE DETAILS DATE: November 20, 2020 CONSTRUCTION DOCUMENTS C 1 0 1 0 U7 z w Z) U O z O 1—� U w Ln O U (O PYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. WATERL INE & FORCE MAIN (TYP) FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT LEGEND: REMOVE ASPHALT ® REMOVE GRAVEL REMOVE SURFACE COURSE PENDING CORE SAMPLE UNDERGROUND POWER (TYP) REMOVE TREE FROM AS -BUILT PLAN (2RW ENERGY) roro / DATED 2019-0206 (PROVIDED BY OWNER) I ASPHALT '- — — /------- SAW CUT \ I 1 \ I I I I I \ o I CURB // \ I I I I I I \ m MI / SA\71/CUT (TYP) \ \ Monk \ I 'r I I I II I M M I TAX MAP NO. 78-22 \ I I Sq I $ o POLE TO S WW R , - W l / THOMAS JEFFERSON MEMORIAL I co FOUNDATION >::•::: H, ^ \ 1 I I M I N 1 t ti a•;;;: ;::; :~,`•:::?�?F� W 800 MONTICELLO LOOP 3"FORCEMA/N D.B. 2894 PG. 76 I4m A ; :' :::;;�;;I ;� / 1 (ASPHALT \ \ I I :: l O 12"WATERLINE PARCEL 1 CURB rn \� / / 1 •�::? oOk •::�,n�' W �/ / (HIGH PRESSURE) LINE BID n ULDERS(21 ••: ) N , / co "F/RE LINE v' / l 6"DOMESTIC LINE O LIMITS C?F r.:•::: i I RISTUR�ANCE // / SqN m a h l:v:•:::: 4 76 AC 1 A / 1- ?� 1 •• r,'1 A r l SAWCUT (TYP.) I ' : I I (Q' p / / / G'• I REMOVE SIGNS ♦ ��D INLET W/ RATE , I I ra; : °? I m I 1 ITOP 61 J/�/ w REMOVE P014TION � / / INV l - 606.59' 15' R (NlM) IV/ ON m / / o OF CU / ( / /NKLER l l OU=606.44' l "CMP ($E) / �N III I 1 1 f;: •:: AI �� / / I ( t:v 4 J l�l / m m / V VE l / CONC/G r�g;i? 1 1 / / ( o ' o / Ww h WATERLINE & FORCE MAIN TYP (W-1957� 1 I m' / m / / o ? / SQ LET W1 GRATE / / r / l FROM WW ASSOCIATES 'CONFORMED' t ° , C'' ' lOP = 614.b8' PLAN PROVIDED BY CLIENT L� I i / REMOVE gkAVEL NV OUT J61 . 8' RCP (SEA) pmI / m / ( I 1 PATOmni III L • 1 D / I� 1 —X It WATER VALVE SHOWN FROM WW ASSOCIATES Fc l It,l I a REMO �, :. / I m I Po I I o II II II IICIlct•si::::}?::::::: I I OmO\ / / /"4}�r4 Xvi�/ / f / l I`v // cm�Opa"l�}'tr'.�AFy' I J oVOOTD4EN I I /oa /_% I o :. �• / I / I w I I CONFORMED' PLAN PROVIDED BY CLI ENT (FEATURE NOT OBSERVED INFIELD) I 4TRAFFIC FLOW DIRECTIONREEPORTIOf4 o Ca OF CURB/ O rj W / I �p y� T I ::: �-, \ �C Yi9 / fi Th + /1 i '� 'L.1s' m / / " ;;°o \ BURIAL A EA REMOVE ASPf/IALT BURIAL GROUND SHALL BEC E{�RALLN........PATH' 1 I [ I 7 1 I•,'::'•• T I RL�Mj/ SIGN �' tt o PROTECTED THROUGHOUT I I F F'';:;:- 1 I:;: :::•::•::-. ry • I >`• • • '� I\ a \ o a / / . I I I , I , ww ' ryVs QI OO ...... • CONSTRUCTION AND REMAIN I :•::;::::• ( .� -u C5�1 6 UNDISTURBED �I at • I� - ?i \ ` $ o \\ \ \ IY:::•::•:::•:: 11 v �O v 0 vl • 07� w v �IJ V" \ A t \ cn \ °; I T��v, x o u\ 0 WQ N� 1 I '•'. o \ m ` A\ q i"?_9 N\ o I I I 1 tNV \ 1 I • io ;° O m\ REMOVE SIGN ` oIb 1 XVIA \� CS \ \ '\\I - I I \\'\ m \ •• \ • 7RRfGATI\ ° o \\ \ 4 �4 ^; I 0 / \ \ 1 1 I (v \ \ '� \ 0 1 \ \ ;tj;?.• s �ER� _ \ a EXI�TII<]'G P 1'H NORTH �}F TH15 LINE `ory / \ \ I r / �� a a II o, \ T. I \ \\ ;: ~ o WITH1fJ �IMI'tS WILL BERhCED IN ^ �r rn w \ �i Mb \ 4 O \ "Pal�\ \ = NE STE S v `� �KdND AS NTA+NTENANI {SA m O o R I a / If / \ I \ O W DEN FENCE� \aRISER m 11 I \e \ \ .::•:: • •y :�.;.` � _ _ - - ��RFAj6Mf�iE'R1AL'_-SN�f�1 � � /� I � \ '� i'' �t�t � \ r ` ` •:� t�::i�t � [�:�:{:y 7G :� •. - —625 - m - 2 - 6 5 \ / — 9 � _ . - nl I • •\ • 1 irr ZIN_ EIK 4 \ I a LANDING I 7 �� \ \ ASPriAt� . \ \ m ' �I \ m m N ti \ 6 n a \ 7 , / h" p rr LIMIT F ' - ^R \ DISTUR SD INLET W/GRATE �k:"""."." \ �, 'r'✓"?�f;:•,: ::: ��;gpq�.NAC) � .+,0.76 A6 � - \ � � - TOP - 638.25 rt \ \ \ ' 9 \ m 5 r 1 w :.74 A - ' a \ F - lNV OUT 635.65' 15" RCP SE \ A N co = 1 MHD I I n � N m � a / 1 m m A - c o \ m 1 I � \ 1 I I - \ 1 / TOP 633.01' REMOVE \ \ I m 1 ok m 1 1 _ I / 1 I o lNV IN 626.76' 15"RCP NW m i n 1 I ' O \ m \ GUA RDRAIL 1 m \• \ 1 - lNV IN 2 . 1' 12" MP NE 6 8 5 C I 3 I I o / 2 m I 1 //rJ 4 I \ J I I \ 1 / 'r P \ I o - m I U - I lNV OUT 626.71' 15'RCP SW I / 1 H \ m 1 r I I \ I r I I r \ 1 r LET W RAT I •'\•• rG 1 1 1: ' \ 1 m REMOVE LIGHT I \ < m \ I 4 m L M I / I I � \ I - I I \ I - I 1 \ OP 609.83' \ \ N / 1 1 \ POLE / F I A cD 1 \ r I \ I aa I m I 4 \ a I ro A /Y lAIV IN 60�.63' 15" 'MP N 1 a �.. •'��'�' o prV�� SD INLET W/GRATE I 4 : \ a \ lNV UT = 6b5.58' 18" RCP I q d / \ \ G. ii:. ••' i rn \ 1 (�) TOP =632.39' . .:\_ \ ••iiy:i'? _600 \ ::rp.. STEPS / \ 0 1 .� I I I \ \ o 1 N ,590 \ \ \ \ 1 i\\� \ \ 1 0 / I I I ' /NV OUT=629.24 12"CMP(SW) 2 STEEPCa (CRITICAL) I \ SD INLET W/ GRATE i �y' '� 1 \ ". \ \ \ k1n�s ml \ N I I t . = o j :: " \ \ \ \ / CONTRACTOR SHALL PER RM A GORE PLE ROM XISTI cm I I o \ LIGHT<POLE TO SECTION AND PROVIDE TO TIMMONS OITP AND NELSON BY D ti I o I \ TOP=589.30' 1 0o I \ \ o \ \ 1 ::\::::. .: REMAIN I :.... J:l\ \ \ \ _ \ \ \ lNV lN= 586.10' 15"CMP (SW) �:.:..� .: �° I I ::� { "/ " \ \ a \ o \ WOLTZ TO EVALUATE EXISTING l3BBASE DEPTH. IFISUBBA IS I m I \ \ \ YNV OUT = 586.20' 18" RCP (NE) I I t . \ h \ a ` ' l jt I \ \ m \ \ \ DEEMED SUITABLE T0,BE RESUED WITH KAFItA SURFACE I o \ \ \ \ ASPHALT \ � COURSE CONTRACTDF�SHALL ONLY REMOVE TFt'E EXISTIING \::t \ / ,f "� " C,:: " \ a \ \ CUR ASPHALT SURfACE COURSE AND REUSE STONE SUBBASE \ 'o STEEP SLOPES 1 "\:::\:j."qt:\ Ix(:9�~":a m \ \ \\ \ TAX MAP NO. 78-23 (CRITICAL) THOMAS JEFFERSON MEMORIAL I \ I FOUNDATION \ \ I \ sN \ 1050 THOMAS JEFFERSON PKWY D.B. 327 PG. 161 \ WOODEN STEPS \ 17RISERS 11 IRN II / II , NAD 83 --------------- 11 15-CMP \\ SCALE 1"=20' -----------------� SL'15 T W/GRATE 15"CMP I TOP = 592.4V 0 20' 40' 1NV IN = 58791' 18"RCP (NW) tr / Z rn 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 4y Br n D. Clchoc)fl Z_ Lie. o. 5 741 .0 'L �y�G `SSIONAL 0 NO DESCRIPTION DATE 0 01 100 /o CDS 11/20/20 02 PERMIT SET 03/03/21 •M 0 V) z LU O Q z O U V) O U (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. WATERL INE & FORCE MAIN (TYP) FROM WW ASSOCIATES 'CONFORMED' PLAN PROVIDED BY CLIENT tr / LEGEND TYPICAL KAFKA PAVING SECTION C1. `o MINIMUM KAFKA PAVING SECTION C1. / m \ '1 Z` I I / / Cl • HEAVY DUTY UNDERGROUND POWER (TYP) \ I I ASPHALT SECTION FROM AS -BUILT PLAN 2RW ENERGY 11 1 I ( ) HEAVY DUTY ASPHALT SECTION \ 1\ \ 1 I rn I I / o°° / DATED 2019-0206 (PROVIDED BY OWNER) \ I \ t I I I I 110 I ASPHALT \ 1 \ I I I I \ \ WHEE4 STOP TYP.) / CURB / \ 1 I I I I I I MI TIE PROPOSED ASPHALT e \ \ I I I I W � _ _ 25.63' / TO EXISTING PMIEMENT IN Cl. \ r I I I oM ACC6RDANCE WITH PAVEMENT TAX MAP NO. 78-22 t: REMOVE ASPHALT SURFACE COURSE REPLACEMENDETAIL VYP.) THOMAS JEFFERSON MEMORIAL AND INSTALL KAFKA SURFACE / W FOUNDATION � y 1 n w / 800 MONTICELLO LOOP N�M \SAN / / /� X FORCEMA/N D.B. 2894 PG. 76 li4 1 (ASPHALT' I 1 d^C� j 51 �'(,�' l / /" / 12"WATERLINE PARCEL a CURB rn �" 1 U /1,_ crnn�' lily w (HIGH PRESSURE) LINE 6„ F/RELINE 7 2 /_/e / Z / , ww / Ir�y 1 a LIMITS OF / I � C1. / 6'DOMEST/CL/NE h I I I'�JS rn RISTUR�ANCE I 5 r� // /l / SqN ° / �ry // 1 I I I o I (9.76 ACp I I ` 5 // / 1 / qD INLET W/ RATE/ BENCH SEE � , OP = 24' 0 1 w I A200 / Q � o /// PAgKINGAN/ a / It INV I 6 606.59' 151 R (NW) �� 1 ° 4.5' �PRiNKLERIi"NS Cl. / OU�-606.44' "CMP(SE) / a �/ I m D D I GATE SEE A404 VALVE CONC G T R 1 , / D DD D = / , / / W `� h WATERLINE & FORCE MAIN TYP 1 I 1 / / D t / / \ (TYP) I (W_ 1 /,5J I 1 D D D D I D D D p D / m / / / �� _ /� / SQ LET VlN/GRATE / `(� / / FROM WW ASSOCIATES 'CONFORMED' m I Y DDP DD D DD DD D D D p p D DD / �I / 1 I Doti D o cD D D BENCH SEE / lV - T J{78 / / / PLAN PROVIDED BY CLIENT I / o; / NV OUT 61 8' 13"RCP (SEl) l Sq l / IA200 I I gNy.IN I — m // I� EDGE OF �,1 DD l �f 11 p X / q�j �/ �FX I l / I`y // n m / 1 Fp I / I l ' I w l O WATER VALVESHOWNFROM WWASSOCIATES ASPHALT ■ 1 'D / / ��X / m1 I / ':�/� FUTURE SIGN / ," = ,(o I I I I '9S I cp I 'CONFORMED'PLAN PROVIDED BY CLIENT I ■ I I p "'" X�F I / �p I'-' I `�y I // A I I a : KAFKA PAVING 1 m I I i I i ("q RVpI i �w i I (FEATURE NOT OBSERVED INFIELD) TYPICAL SECTION C1. I / o / / / I I 'AR/p I I w I I TRAFFIC FLOW DIRECTION t II 4 \ DD / / o ° / �; I 4F OPOSEI QF SEE J I \ i \ \ ' m I "' III /nF/ m i, / }qY� IT,o I I I ' \ 1^DDaD �$.-oIPLJJ m/ /4 p 2// I ASAq�Ts� I I I I I W n I I // [� rn °� D lII�K / o l L11 n J '2, C�pyS 0 n / /r I 9 I V co m o N BURIAL A EA o I l I I I I \ 1 m DD I I O BURIAL GROUND SHALL BE \LIMITS, GE\�ERALLN �I 24' \ n\ \DDD I � 1 N PROTECTED THROUGHOUT \ (/ , \ / n 1 I 1 1 ww / b CONSTRUCTION AND REMAIN p I I I S 6 \ \ I \ \ D UNDISTURBED of • `9,�. yn °° \ t n �t v \ I NV IyV \ 1 II \\ \ \ \ \ \ \ \ \ /rA511"/\c��■�P8y. 67\\t \\ \\ \\ \I \ 1 \ 1 \ \\\\ \\\\ D\D\ Dp • 6J \ I � 'I I � g,� • U Y0I010 Gl2! . a ° �\oU• "��+ I \ N,°"n= � rmyq\, D 4'WIDE KAFKA PAVING 6' F\ BENCH SEE MINIMUM SECTION A200 °=t� n wD I wI sum \ \ \ m 1�\ mn \m\ n a N \ \1 al\T4,ER�s�I�KBENCH SEE EXI TI PNNANORTH �F THIS LINE 0 �\ A200 4ZQ_ _ - \ \ ` ` WITH1iJ l IMI�S WILL BE RhCED IN + �/ w \� \\\\ \ �,��. \ I 114 t: m _ \ \ \ N 2 NESTE S yti� 1 I \ ° \ a I Ar\� ► \ U �. .^ �cKdND AS NTA+NTENANI ISA o o �� "RISER I I 1 \ \ \ \ \ \ U , — — — — — A rsnIAL. _ _ 1 — co $ I W 1 \ DDDpD \ D�DDGDDDD D _ 67$' _ _ / // /i// \ \ \ pry \ \ iA D D D D . \ . I I .I: � _ - i - \ \ �\ \I h \ \ \ D DQD DDpD DD D DDD DD _ \O \ II t - - _ o - - w IIIIIIIIm f / BRICK LANDING `FUTURE SIGN \\ \\\ i\ \\ h / `\ \-` �r �\ Ll {SOF �_ \ LIMIT F� �\ \ �00 --- -\ \ 5 yKWANI 4E \ f \ \ \ w w / , _ ` _ -1 \ 1 1 4� 15° RCP a \ \ \ \ \ \ o \ STEEPSLOPES , �.N AC) , y ` \ DISTUR G�Ino` \ ` , - ` - m n \ \ y SD INLET W/GRATE \ \ \ \ \ \ \ \ (CRITICAL) �� \ \ Lp \ \ , I I Z\ \ (0.76 A0: \ \ \ SPRINKLE _ � \, n , /j , TOP = 638.25 \ ` \ - - INV OUT = 635.65' 15" RCP (SE) \ \ \ \ I \ of \ 5. \ anm I \ \vLUE- 1 oA N I o 1 \\ \Trt 1 \. � // , \ Imm \ , I n \ ' MHD \ t I I 1 21{ 7` - _ ~ \\ t \ I r` o I I N \ 1 m '_ \ so / m A \ I o 1 I ` ITrt TOP = 633.0V nR�\ \\ , �/j = , �k I //1 I o \ 1 ,I\ \ \� J INVIN=628.51'12"CMP(NE)) 00 . EDGE OF 1 \// o I \ I I I I \ 1 \ n 1 \ P \m� INV OUT = 626.71' 15"RCP (SW) \\ ml I I ASPHALT ■ II �\ /q LETW/GRAT I / / I I 1 \ 1 m ( , 2 �\ OP = 609.83' 1 // I I I I I I Fa 1 \\ \ m N \ \ a /N\V IN = 60�.63' 15" ciMP (NVl%� I I 1 1 1 a / I I �\ \ SD INLET W/ GRATE / \ \ \ i ➢ / / \ \ INV�UT = 6b5.58' 18"RCP (€) / I I I a 600 \ \ 1 r N STEPS \/� \ \ 11 / I I CO I I \ \ \ 1 I N I 4 1 TOP = 632.39' gp \ \ \ \ \. \ P/ s \ / / \ \ I I ' 1 INV OUT=629.24 12" CMP (SW) -Q1� \ \ �, � 2 STEEP SLOPES 1 \ \ N c1 S I I I / / l 0 1 1 i .tn I \ \ \ // \ \ \ ` \ \ / i I A a I \ \\ \ \\ \\ \:�` \` \ , (CRITICAL)/ \ \\ // IAGTpq I/ I I Ril11vc 1 I 1� 1 I o / I I O i \ SD INLET W/GRATE 11 ' \ \. A 1 \ I 1 \ \`. \ \ \ \ \ \ \ / I II II \ 0 1 \ TOP = 589.30' I I \ \ \ \ 1 \\ I\ \ I o I I c \ D \ INV IN = 586.10' 15" CMP (SW) 1 \ ! \ \ \ m I o i a I I//-: �\ \ m \ � � i \ 1 I O I � \ INV OUT = 586.20' 18" RCP (NE) \ / \ 1 /IA °m \: cn\ \ \ \ ASPHALT / a \ cuR \ 1 \ \ \ \ STEEP SLOPES 1 \\ \\\\l \\ �/ I '�/ �'' m \ \\ \ \ TAX MAP NO. \ 1\ \ \ \ \ o\ \ (CRITICAL) \ - �`� 4 \ \ \ \ \ \ 1 n C" 1 I \ \ THOMAS JEFFERSON MEMORIAL \ 1 \ d \ \ I I \ \ \ \ \ I I FOUNDATION I \ \ 1050 THOMAS JEFFERSON PKWY \ \ \ \ \ \ D.B. 327 PG. 161 \ \ \6s \ \ \ WOODEN STEPS \ 17 RISERS a 11 II / 4t \ \ \ \ ZO ARCHAEOLOGY NOTE \ \ I-N PRIOR TO ANY LAND DISTURBANCE THE CONTRACTOR SHALL SET UP AN ONSITE \ \ J MEETING WITH REPRESENTATION FROM THE THOMAS JEFFERSON FOUNDATION \ \ \ II 11 ^ I ARCHAEOLOGY. SHOULD ANY EVIDENCE OF A POTENTIAL ARCHAEOLOGY \ \ I / DISCOVERY BE FOUND IN THE COURSE OF CONSTRUCTION THE CONTRACTOR \ SHALL IMMEDIATELY STOP WORK AND CONTACT THE APPOINTED ARCHAEOLOGY \ REPRESENTATIVE. WORK SHALL NOT RESUME UNTIL APPROVAL IS GIVEN BY THE \ 1 j / ARCHAEOLOGY REPRESENTATIVE. \ PARKING TABULATIONS FROM 07/21/2008 APPROVED MINOR AMENDMENT TO SDP200800006 THIS LETTER OF REVISION PROPOSES A NET REDUCTION OF 6 VISITOR PARKING SPACES Planned I _ _ - _ _ _ �/ \ \ \ T�. Paztaa �25 352 35& (includes hanlq�� j o oo NAD 83 - I I =--CMp �� 21 SCALE 1"-20' 15' \ ShuftlebusP 6 6 15" CMP I Sfi INLET W/ GRATE m D TOP = 592.4V 0 20' 40' INV IN = 58791' 18"RCP (NW) 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 o/ Bryan D. Clchoc)fl Z,_ SSIONAT. ECG ONO DESCRIPTION DATE 01 100%CDS 11/20/20 02 PERMIT SET 03/03/21 •M 0 LU O Q O 1--I U z 0 (CCJPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. EX -vv M I I 6 . 1' W l I Nd$ I II I SWK 610.511' 610.68' W // W W // //jTS /// I 608.5 i SAN \K / .. W / $ I II I / I PVMT 611.13' W/ / PVMT / SWK 61122// /$ o AN I SWK SWK / / I 609.41' /o SWK I / 60 I / O 609.64' I I a W, 7 / I 61 �.04' 612.27' 1 / SWK SWK N / o TC / TC 60,8.45' N 699.E 6 610.7 PVMT/ A 611.90' / I / - �!5 I c- / 611..)5' // I I rpM `> \ \ // I O / Grp°l° ISWK I PVMT / I SWK 90�0 •`Tpo \\ / I / N p,• 609.49' SWK I / K 61375' 6134 61120' TC EX GNb 612.23' .� I / / I / / ..2' 609.80/ \ / ' 610.92SW' i I \ \ SWK / I / �oO� 10.1(7' !1 SWK '0 J°l° 611.03' / / I SWK `7 1� •N'iJ / / / X / \ \ / 77� 1 Oo 4 / / / I SWK \ / O I 612.51' 610.02' SWK SWK / 12 0 610.76' / / / / 612.56' 607.81' / { SWK o5p,°I° / 610.30' SWK / SW EX GND / I co / SWK SWK 607.81' /, 6102 / SWK // TC // 613.64' I I 6 259' 56' / 607.7 ' 111 613.97' 'l S*K .�W SWK 908.12' 62.5-1.0 I \QIK / ph° 60728' / / 3% / / SWK / bi SWK / 612.71\ / 607.77SWW 60827' 'aq/d / / / / I I I / / `• \ / 608.06' .25% o \ 60Srl7 SWW ARCHAEOLOGY NOTE / soa.z� s0 SwK / / p r, I x1 / a / o\° 1 608.40' I / �tS° I 1 / I SWK I I \ \ \ PRIOR TO ANY LAND DISTURBANCE THE CONTRACTOR SHALL SET UP AN ONSITE / swK v °\° I / o I 1 612.25' 6124$ / 608.14' I SWK \ \ MEETING WITH REPRESENTATION FROM THE THOMAS JEFFERSON FOUNDATION N/ I I / I - - \\ I 1.00% ARCHAEOLOGY. SHOULD ANY EVIDENCE OF A POTENTIAL ARCHAEOLOGY / / / g p 608.42' I I / / 1 DISCOVERY BE FOUND IN THE COURSE OF CONSTRUCTION THE CONTRACTOR fi8828' 608.4 SHALL IMMEDIATELY STOP WORK AND CONTACT THE APPOINTED ARCHAEOLOGY REPRESENTATIVE. WORK SHALL NOT RESUME UNTIL APPROVAL IS GIVEN BY THE o o ARCHAEOLOGY REPRESENTATIVE. DETAILED SPOT SHOTS x \ I N. I I \\ \I \ \ \ SCALE III\X I \ \ \ / \ {\ 1 I I I I I l ASPHALT CURB / / / TIE PROPOSED ASPHALT\ \\ -1.14% I I \\ 1 \ LO o / \ 1y I I I I I PAI W / TO EXISTING PAVEMENT IN \ \ 61 SWK I I \ \ M \\ \ I I I I I W / ACC(SRDANCE WITH PAVEMENT \ I \ I I SqIf I I M I I I S / REPLACEMENDETAILVYP.) \ WK\ \ I I / I M 1 I I I / / W �X W / J 1 1 9'' M I I N I I I A U Sq \ SWKrri 41{ 11ASPHALT \ \\ II I 1 ��M / / �l7 /7 7 �?� 1 a CURB I I I I I rn I I I I I` / / �135 2` / t 611. I I I I I I I 1� / . � r / / � / iN� 61L65 a LIMITS CIF / I I RISTUR NCE I I I / / l l l $qN 0 \ \ SWK N \ sWK \ \ \ \ \ q �` I / / / 6�1.39' I I \ 611.61' I I I I I I (9176 ACp I I� / / 1 / / qD INLET W/ RATEI / 1 a / T / I / I�o� / l ^ ON m / m / INV l - 606.59' 15' R (NW) SWK \ \ I I Zip°lo �PR(NKLER ` +�a�st5� I OU=606.44' "CMP (SE) / \ 610.38' \ \\ \ \ \ \ I l a ^ I' I m0 / I VALVE T / l l l \ Q'�°I pJ1°lo SWK \\ \ \ \ \ (W=I. 5 (�T R 1 / O / G�i`h / l J� l IS LET Vll"/GRA \ \ :�0" =L' 611.31\ \ \ ♦ \ II (w=t§5) 110( II P=614.b8' m 1 d m /� 1 / }rq� 3� �I / rye, / NVOUT 161 LEGEND \ \ \ sf 4 \ \ 1 I O 1 OI 1 N ?a'd m _ / \ { 61119 \ \ \ III Q I a' I I / 1- 'tA/Y o I // I DETAILED SPOT SHOTS m o m I SCALE VI }rgyy�N CO / I ACCESSIBLE ROUTE rn If o - I �FjOPR'SEI F E.ISEE J I p / z 1 / m I I \fJJc� i W x I >/pA10 o o a BURIAL A EA ? I I 1 \ O BURIA4 GROUND SHALL BE \ LlMITS, GEIERALLN IPROTEICTEDTHROUGHOUT I \ I \ •1 N . 1\ m t/ I 11 I I I I'V 1 b �ONSTFItUCTIOf� AND RBMAIN \ I o I I 6; UNDISTURBED I I �. \ I \ \ I '�is• ` o; \ \ A \ a \ y \ °; I I I I NV fyHS 1 - , - "1 l.Ji •U' ij.\ 0(TO Nb� \ I 6�\ . NI 2 1 1 •e'� \ I _? f \ \ \ il;�T n 6 ' ' \ owO° CSl \ \\ \O na\-\ `. \ \ \ o .mom2 \ o`oCm m 01 w OyEXIT T�TPj1H NORTH THIS LINE \ a0 \ WITHIN-IMrrrS WILL BE Rh�ED IN � q/ M. D A = NESTERS S II \ I I - m ANS NTA+NTENANL ISA 7 ° ' R RISERI I1P 7I \\\ O \ 1 \ o \• - X \ l \ U \ \ - _ _ ��RFAE'R1AL. _ _ I ♦ o />. r EP BRICK _ Z ' LANDING co Iiiiiiiiiiii�MI \\ \ \\\\ 1 / \ \ L11 '`� mE ° \ \ � LIMIT F� \ \ \� \\ \ �,-` -� ---\\ \\ sla no ,,' -RCP \ { d ►I \ v \ \ 1 �6� \ ^ I I DISTUR \ \ _ \ v vE 15 SD INLET W/GRATE \ STEEP SLOPES - T§A,C) \ nj II \' \ IRR/G1TIO AD 1 ,ray \ \ \ (0.76 A6 \ \ \ 'SPRINKLE � - \ I p p12 \ \ \ I / TOP = 638.25 \ \ 'Qn \ \ 77 \ \ \ \ \ \ VAL-VE- I L y�\ \ \ \ b \ cpo // \ 1 I m -0 \ ` o `$ / a \ MHD INV OUT = 635.65' 15" RCP (SE) o k I / 1 1 \ 1 1 1 0 1 rn �q / INV IN = 626.76' 15" RCP NW \ se �y / \ m A \ I \ 1 Q \ I 11 TOP - 633.0V Op \ A { \ \ \ wo / rn Icy I I \ 1�r+gq��� / \ o° \ \ lli ( ) INV IN = 628.5V 12" CMP (NE) LET W/ GRATk I I / I I I I \ 1 1\ v 11 m ' I , \ 12" P INV OUT = 626.7V 15" RCP (SW) OP=609.83' a /y \ 9'INV IN = 60A63' 15" MP (N \ I 1 I \ SD INLET W/GRATE INV�UT = 6(\75.58' 18' RCP ( ) 1 I I a I V l \ \ \ 1 1 € / I I I I 1 ,p I L I TOP = 632.39' I / \ \ \ \ \ \ \ \ 600� \ \ TppN S7�PS /\/ \ \ / I 1 I I #' \ \ n 1 I N tl 4 \ �0 \ \ \ \ \ \ \ o\ \ \ --'moo \ P \ \ Q \ \ 1 I I 1 / I m N� 1 INV OUT=629.24 12" CMP (SW) \ \ \ 1 \ \ / 1 \ / I -i STEEP SLOPES I 1 \ \ � I qs 1/A I 1 \ \ fi \: \ I I o \ \: \ \ \ r (CRITICAL) \\ / / \\ • \ \ \ \ \ \ / I �r/Nc 1 1 // 1 1 I 1 I of I \ \ \ SD INLET W/ GRATE / \ TOP = 589.30' I I \ \: \ I \ \ 1NV IN = 586.10' 15" CMP (SW) X. YNV OUT = 586.20' 18" RCP (NE) I 1 \ f \' \ I 1 n/t \ \ \2 { \ \ / \ 1 I cm \ \ \ \ \ I jn ASPHALT CUR STEEP SLOPES 1 \ \ \ "� \ \ \ \ \ TAX MAP NO. 78-23 \\ \ \ \ \ (CRITICAL) \ \ \ \\ \. 4 �" p \ \m \ THOMAS JEFFERSON MEMORIAL I \ d \ N 83 "' 1 I FOUNDATION 1050 THOMAS JEFFERSON PKWY \ \ \ \ SCALE I "=20' D.B. 327 PG. 161 \ \ \ \ \ 0 20' 40' 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 �F � Brya'nvD. Cichocld Z'_ lie. jo. 5 741 SSIONAL� ONO DESCRIPTION DATE 01 1 100%CDS 11/20/20 02 PERMIT SET 03/03/21 •M 0 TI LU 0 Q 0 U LL 0 U (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 635 630 625 620 615 610 605 600 595 590 0+2 LOW POINT ELEV = 597.36 PV1 STA = +77.82 PV1 ELEV = 596.70 K=1. 0 23' VC M O M (0 00 0) 0 CIOW C4 O r- co M u0Y N N o m u w _ m N O R co U M11 II++ I + (0 > m > N > FO°D °pCID UW ° JII WO h M O O dW .7 W (6 N N N (L ° cL.o ce) N11 11 LU 5.23°a 2 N ~% 0%HW¢W .00 10 0 w ¢ LLUJ �CL a .j 421% ni o - a (L � a _ ALIGNMENT "B" 0 00 0+50.00 1+0 00 1+5 .00 2+00.00 2+50.00 3+011.00 3+5 i.00 4+0 .00 4+51 640 GRADING AND ACCESSIBILITY NOTE PATH PROFILES ARE PROVIDED TO INCREASE CONTRACTOR ACCURACY IN 635 CONSTRUCTION OF THE PROPOSED PATHS GIVEN THE SENSITIVE AREAS SURROUNDING THE BURIAL GROUNDS. NOT ALL PATHS ARE INTENDED TO BE ACCESSIBLE AND HAVE BEEN DESIGNED TO MINIMIZE CUT AND IMPACTS 630 SURROUNDING THE BURIAL GROUNDS. SEE SHADING ON SHEET C5.0 FOR EXTENTS OF ACCESSIBLE PATHWAYS LEADING FROM THE TWO ACCESSIBLE SPACES TO THE TWO REFLECTION AREAS. 625 620 615 ARCHAEOLOGY NOTE PRIOR TO ANY LAND DISTURBANCE THE CONTRACTOR SHALL SET UP AN ONSITE 610 MEETING WITH REPRESENTATION FROM THE THOMAS JEFFERSON FOUNDATION ARCHAEOLOGY. SHOULD ANY EVIDENCE OF A POTENTIAL ARCHAEOLOGY DISCOVERY BE FOUND IN THE COURSE OF CONSTRUCTION THE CONTRACTOR 605 SHALL IMMEDIATELY STOP WORK AND CONTACT THE APPOINTED ARCHAEOLOGY REPRESENTATIVE. WORK SHALL NOT RESUME UNTIL APPROVAL IS GIVEN BY THE ARCHAEOLOGY REPRESENTATIVE. 600 9+9 ASPHALT l- 1 \ I I I I I \\ \ 1 I CURB / 10+00 / / I I I I o I a I I ALIGNMENT "A" / N Y +U It u') N 't C)�1 or' o r-� + (o + II 11 > �N M II > HW 8 3� n O ��p°00 "� + (° II ~ W 7' > as00 O NOO II 5.0 % > + (o +oo tC'4 11 > o U as> II > IW ° H J a CL U _ a a s a a s ALIGNMENT "A" 0.000+00.00 1010.00 11+ 0.00 11+ 0.00 12+ 0.00 640 / 0+00 ^ ` // % // 635 © II I � S culls \ 1 \ O / (/ b0k/ ��gy�n,� `I I ( q a LIMITS OF -LOX n 1 Ih sq I ° RISTURI�4NCE q I I (9.76 ACp I I� / / 0+243 d+40.32 ` k ' I mum / CONC G I (W=I. 59� rrI ALIGNMENT "B" I IF If v II y I m m I o mI m J I `P O/ I fv © 1 I p/ o I L1 + / N BURIAL A EA I 1 I I O BURIAI+GROUND SHALL BE \ LIMITS, GEI ERALLN p I 9 1 (PROTEiCTED THROUGHOUT I I \\ \ I \ �\ •� N b CONSTRUCTION AND RBMAIN \ • I\ ® _ I \ O \ \ • C UNDISTURBED I �t • \ \\ \\\ \\ \\ (\ / 11 • 11�° O�O • vl�• iUAg g� \I v •ego[ \ }}r�pV4�1 ate\ rn\ Ul L1 }Tj�S PF QI�"MP qE o r R o ■ b� cmi STEEP SLOPE�O �AC)!! 625 ✓' ALIGNMENTI'D / // / 620 615 of I ti k n m / 605 m CO r6 600 rn = I / 0+1 JI_ W a A Y U r--N ov, my o0 0+(o II 00 pM °D+ o II II II + `+'(o ¢> in MI. w II 4TI' d O ro n I co LLP > a +wco � o > F W ALIGNMENT "C" > fr a - 0.00]+0 .00 0+5 .00 1+0 .00 1+1. \ V ALIGNMENT "A' I ' qw cm m f 4+4 .15 / A Cr/ \ o q q ° ( � I I I I I I I \ TYI♦ \ \ � \ A \ +i q CIO \t\JS EXI\rS .19 PATH NORTH �}F THIS LINE I �_��\\ WITHIN.�IMITS WILL- BE PFPLACED IN ,y y \\ I I\\ 1\ Xt\ ALIGNMENT A„ =\ .\RFAAS N ENAAIE WIT 11 / /ERISER j^ C i \ \ /- 635 635 630 630 625 625 620 620 615 615 610 610 605 605 -0+, 600 .00 MENNEN MENNEN Mum- ENE EMMIMINE 02 .0 0111N.I.W51 so w I / I I I I I 1 I I � < / I I I�4 AyI I � w ALIGNMENT "D" / r `� \�� \ I I \ \ / �• _ � -I� \ � \ \ / � Ell LANDING 1 \CA A \ \ \ \ \ \ I I ALIGNMENT „C^ DISTUR (CRITICAL) \ \ \o \ \ \ I I C \ (0.76 A6 It \\\ .j \ 1 1 I 11 ��' • \ \ \ \ �ccpop / \\ 1 ImA I \\ I Ox\ I m \ `� I 11 m, \ �\ \ IDOk AX PNO. 8-23 I \ \ 1 1 \ m 1 1 1 I om O \ \ \ \ o \ '/ rn Thli AS J ERSO MEM DIAL \\ l(n I I I O q x\ \\ \ I F UNDA lbN loo J - I S'i I 1 r I I \\ \ \II\\ 10q'0 THOMAS JEF E�RSO P I I \ \ m N., \\ - \ \ y \ "'CCC \ / / \ \ D. J 327 P('Ii. 161 I I 1 1 O N I \ \ �+ 1P \\ \ � \\ \ \ i \ 1 1 \ : \ // \ \ \ \ \ \ I I AS I I m (a � { - \ � \ \ � � n STEEP SLOPES - +(/ \ \ `�' \ �A<T I I I 1 \ 1 I n I 1 \ (CRITICAL) I 1 \ // n� \ \ 1 c`6 I I a'44 I \ 1 A \ 1 /NG 1 1 I o I Q I \ \ m I I t // \ \ \ \ a \ \ \\ \ 1 \ I i N I \ O 't✓s \ NAD 83 SCALE 1"=20' \ 0 20' 40' 635 630 HGA 625 44 Canal Center Plaza, Suite 10( 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 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 635 ENSLAVED 630 PEOPLE 625 620 615 O Bryan D. Cie oeld U lac. o. 5 741 (� 610 SSIONAL\Ol 605 ).00 ONO DESCRIPTION DATE 01 100%CDS 11/20/20 02 PERMIT SET 1 03/03/21 HGA NO: 4320-001-00 PATH PROFILES DATE: November 20, 2020 CONSTRUCTION DOCUMENTS CTO ME CD LU D O Q O 1--I U O U (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. MATERIALS LEGEND SYMBOL PAVING DETAIL NO. NOTES m ASPHALT SEE CIVIL DWGS -- oo vo°o» POLYMER BASED DECOMPOSED GRANITE - DESCENDANT SEATING 1 /5.00 KAFKA GRANITE, COLOR: DESERT SPAR ORANGE GRANITE WAX POLYMER. CONFIRM COLOR WITH THOMAS JEFFERSON FOUNDATION. Ds 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. DURARUST STEEL EDGING 3/5.00 -- 0 0-- i ° - — - - NEW KAFKA PAVING ° FOLLOWS EXTENT OF CURRENT PATH - ° / -----J n I o I � NOTE: o l . THOMAS JEFFERSON ARCHAEOLOGY WILL MONITOR ALL GRADING AND DIGGING. - 2. UPON ANY ARCHAEOLOGICAL DISCOVERY ALL WORK WILL IMMEDIATELY STOP. PLEASE CONTACT THOMAS JEFFERSON FOUNDATION'S ARCHAEOLOGISTS FOR INVESTIGATION. IF ANYTHING IS FOUND, THOMAS JEFFERSON FOUNDATION WILL MAKE PLANS TO MITIGATE ANY IMPACT. WORK IN OTHER LOCATIONS MAY CONTINUE WITH APPROVAL BY THOMAS JEFFERSON FOUNDATION. \ ° / O _ n i D6o / n I r- -- -- --- ° o / , _ EXISTING IRRIGATION, TYP. - COORDINATE SITE WORK IN o 06 - ob PROXIMITY TO EXISTING - - - \ / G IRRIGATION WITH THOMAS INTERPRETIVE02) JEFFERSON FOUNDATION. »lriii»1»1%`` SIGNAGE. SEE /�� SEATING, SEE ARCH DWGS. O ARCH DWGS. PAINT, WHEEL STOPS, AND ;: INTERPRETIVE - ADA PARKING SIGN, SEE _ .; D6 SIGNAGE, SEE CIVIL DWGS, TYP. y s s ARCH DWGS. o ' 0 D6'NEW FENCE LAYOUT, ° -G-- SEE ARCH DWGS. / FOR TEMPORARY _ - 'EXISTING STAIR — _ FENCE LAYOUT, SEE- - D6 ARCH DWGS-. EATING, SEE ARCH DWGS. \ °o v 4=+� �'i4 _ vvvs'JZ O ---- - a _ ;ATE, SEE ARCH DWGS. - _-_ • WO DIFFERENT WAX_ - - " Q �� °° _•��_ OLYMER COLORS TO MEET .a �• __ / NEW SAWCUT EDGE ,T GATE. WHERE TWO MEET, - EXISTING BURIAL GROUND. NO WORK OF ASPHALT ORM ONE SIDE THEN WITHIN PERIMETER OF FENCE WITHOUT __ I OTHER. PERMISSION FROM THOMAS JEFFERSON FOUNDATION. I SEATING, SEE ARCH -' - - - -- �� o _ •,� DWGS. BENCH CD/ LOCATION TO BE STAKED IN FIELD. SEATING, SEE ARCH ----- DWGS. BENCH LOCATION TO BE ----- _- STAKED IN FIELD. - _°' FENCE, SEE ARCH =- • _ ___/ ' - - - - /_ - ' ' -- DWGS. o NEW SAWCUT EDGE �' \ OF ASPHALT ' \ I 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 STAMP ��O��tipLTH Op LrC 0 U THOMAS L. WOLTZ Lic. No. 0406000910 a"Z. af4c ZANO DESCRIPTION DATE 01 100% CDS 11/20/20 02 PERMIT SET 03/03/21 0I 10 20 40 N R O rl LU U 0 O I--1 U DC z O U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. NOTE: 1. REFER TO L6.20 FOR PLANTING DETAILS & L6.30 FOR SCHEDULE 2. THOMAS JEFFERSON ARCHAEOLOGY WILL MONITOR ALL GRADING AND DIGGING. 3. UPON ANY ARCHAEOLOGICAL DISCOVERY ALL WORK WILL IMMEDIATELY STOP. PLEASE CONTACT THOMAS JEFFERSON FOUNDATION'S ARCHAEOLOGISTS FOR INVESTIGATION. IF ANYTHING IS FOUND, THOMAS JEFFERSON FOUNDATION WILL MAKE PLANS TO MITIGATE ANY IMPACT. WORK IN OTHER LOCATIONS MAY CONTINUE WITH APPROVAL BY THOMAS JEFFERSON FOUNDATION. / o ° _ - (1) ILEX X ATTENUATA'FOSTERI', 2" CAL., B+B ------J O I --�- Landscape Requirements - County of Albemarle Project: Enslaved Burial Ground New Impervious Surface for Circulation .03 ACRES/1435.5 SF New Parking Spaces: 1 Removed Parking Spaces: -7 Tree Quantity Required (1 per 10 spaces): 0 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 *Forested includes garden and landscaped areas with tree canopy coverage. CITY BOTANICAL NAME COMMON NAME CAL. SIZE EST. HT. @ PLANTING GROWTH OVER 10YR TOTALHT IN10YR RATIOOF 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 Flowerinq DO wood 2" cal. 7 10 17 0.74 12.58 124 248 7 Ilex opaca 'Old Heavy Berry' American Holly 2" cal. 4.5 10 14.5 0.58 8.41 56 392 9 flex xattenuata 'Fosteri' Foster Holly 2" cal. 4.5 10 14.5 0.58 8.41 56 504 3 N ssa s lvatica Sour Gum 3" cal. 13 s 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. 4.5 20 24.5 0.5 12.25 1181 354 3569 r (1) ILEX X ATTENUATA 'FOSTERI', 2" CAL., B+B o nll (1) PINUS STROBUS, 2" CAL., B+B (1) CERCIS CANADENSIS, 2" CAL., B+B \ ' ° - " " / (1) AMELANCHIER ARBOREA, 15g � - V � � L , � " _ - - � (1) CORNUS FLORIDA, 2" CAL., B+B (1) CERCIS CANADENSIS, 2" CAL., B+B (1) CERCIS CANADENSIS, 2" CAL., B+B (2) ILEX X ATTENUATA 'FOSTERI', 2" CAL., B+B (2) AMELANCHIER ARBOREA, 15g 02) / o - - - Q , / - _ _ _ _ - - EXISTING TREE, TYP. / (3) CERCIS CANADENSIS, 2" CAL., B+B 4 O O \ ` _ • - / (2) PINUS STROBUS, 3" CAL., B+B �?r (1) CORNUS FLORIDA, 2" CAL., B+B - - _ _ _ - ' (1) NYSSA SYLVATICA, 3" CAL., B+B (2) ILEX OPACA' OLD HEAVY BERRY', 2" CAL., B+B .� �♦ I (3) ILEX X ATTENUATA'FOSTERI', 2" CAL., B+B 0 (1) PINUS STROBUS, 2" CAL., B+B - - - - - - - CD (1) NYSSA SYLVATICA, 3" CAL., B+B (1) NYSSA SYLVATICA, 3" CAL., B+B s � � (1) PINUS STROBUS, 3 CAL., B B (3) ILEX OPACA 'OLD HEAVY BERRY', 2" CAL., B+B (2) ILEX OPACA 'OLD HEAVY BERRY', 2" CAL., B+B ---- - - _ o�- / (1) CERCIS CANADENSIS, 2" CAL., B+B (2) ILEX X ATTENUATA 'FOSTERI', 2" CAL., B+B (1) CERCIS CANADENSIS, 2" CAL., B+B I 0 10 20 40 N HGA 44 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 r • • 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� BALT11O' t O U THOMAS L. WOLTZ Lie. No. 0,406000910 GV ®�.1-.. a%rj /ZANO DESCRIPTION DATE 01 100% CDS 11/20/20 02 PERMIT SET 03/03/21 R ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. a Size Name Note RRRSumeyN RRK Size RRR Name Zimar Survey# Zimar Name Summary + ' / I LS0 QNOFTREES FROM 2OOHSURVEY WITHIN CURRENT SURVEY AREA: 92 + 008 5 FROM RV 200 Y LIATED AS ANTI CITY OF AD ES F TREES LAN WI TIN REMCURB VAT: 41 6 \ QNOFADDEDTREESFROM2008PLANTINGPLANWITHINCURRENTSURVEYAREA: 41 NET QN OF TREES FROM 2008 PLANS WITHIN CURRENT SURVEY AREA: 131 _ _ _ _ V + - - - - - - $13 / QNOFTREESFROM 2020SURVEY: 140 + +S14 QTYOFTREES FROM 2020SURVEY PLANNED FOR REMOVAL: -9 $ CITY OF TREES ADDED: 37 _ — +511 NETQTYOFTREES(EXISTING & PLANNED): 168 S09 -/ + 5 +S16 - - _ _ - - - i _�L�- 1546 ~ _ +512 / �• +$17/ _ _ v, / + _ 520 i \ _ _ + $2i ' \ \ • +!`� -- _ • ' _ — — — — — — _ _ _ NiQ _ _ _ J +S22 \ O I 4 C - Q • I 1 J / I ► +S2 $2 \ B S33 v ? • / 1 4�?- ` - - +525 • - _ _ _ _ - $ J \ �� s �: \\` I� 542 — — � � \ - - — — — 2 +S35/ /�\\\� \\ I — +2 — — — — $36+ , \ +S37- s r-� '^-shy-� - - _ / ' " / \ \ i " +527 _ — — - •. ="�S \ Q +�38� / \ \ \ I , / , ' - 'j \ �/ / ' / r L v • - \ S 50 1 $ 4 \ / - - - - - - -- • \ • + // \ II +S 3 28 42 I I S52 • / / ' I I I i _ + ,'" ) ,--------— + S54 / / • / + SS ' � � 52 \ • / / / I - _ _ _ \ \ + �f1 /'/' / / $"j7 T• — 60+$59 _ ++ , ,' , , - - - ' \ ' �� — 2- — — _ S61 / / / jS31 S63 , '. �9 ' �•. + 65 - � i l +/ 1 7/ - J - - � � S3� 7248 / \ + 66 124 1 i / • / \ i / - ♦ . , - - / 1 -- S68 X • — — ^ ` S +$\$78 � � + �� �k _ +571 � " • i+ — `• / , \6 / / / " " '/ / 1 S73 572 O + � $80 ♦ / ' \ • / �' S \ / "' 7 ♦ '✓ / I +S74 ) $82 / \ — - — ' i / \ / ♦ 33 - / / +S83 i • , 231 % i / to _ C / + /-� / C /+�4Q — / + x $ +584 1 5 J ♦ 2 — \ -- ----, 1210 � 6+ +597 8 - _ + 7F92- ' - S / "+�_ _ _ _ — - — - - — + 20 S94— - — — 365 \ \ , '' , r 1225 / 1 S86J /_ i ,.a �� a 89 \ 4' 93 ev$• / / ��_ • __�� / // , _ 1201 a _ �a�` +S114 I !I I \ • a' I ` - , + t _ _ _ - +S1 - - - - +S88 4 - - \ . D I ` + 109 + — - - - — — _ Q f• + 11 E� I I \ 4 Sl 7+ $11 • 106 12 •� t + I 1261 �-- — _ 19 1 , \ L +$ s +$11 - _ - — -$$T _ S1 / / _ ` ` a t +Sa2 + _ +S1 2 - _S 11 LEGEND - - - - - - - _ _ _--o_ - , _ - _ - - ' _ ° \ 295 +S136� 33 EXISTING TREE "" +SXX +S123 �•/ �- — �' / j i ,/ " ' / ' 2 �- -- _ _ / i l...,\ + 216 - — — _ _ _ - - - - - - — �_ /• ANTICIPATED TREE ; _ i '� $1 +8139 X REMOVAL $127 - +S130 + 34 / / \ - - -. - � ' - - - _ i - - _ — — 5128 — — — jj ��� _ _ _ _ — - 31 _ � TREE FROM 2008 SURVEY XXXX - — - - +S IZ� _ "� I 0 �0 20 40 NO LONGER PRESENT -� � - + $ - � � / I I I � �■ PLANNED TREE REMOVAL - �! — / �S137� t \ -2008SURVEY — - ' , - - - / • I ` \ _ - / \ - HGA 44 Canal Center Plaza, Suite 100 Alexandria, 73.Virginia.77664 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 r a a a ' f TIMMONS GROUP CIVIL ENGINEER TIM 608 N GROUP SUITE 2o�TON AVENUE CHARLOTTESVILLE, VA 22903 (434) 327-5380 SOS 6" Holly _ SO6 5" Holly S08 6" oak sob 6" Holly _ S09 6" Holly S10 6" Holly - Sll 12" Deciduous S12 12" White Oak S13 6" Oak _ S14 10" Deciduous _ S15 18" Pine 1652 13" Pine 398 White Pine S16 5" Deciduous _ S17 8.. Maple _ S18 12" Cedar 1651 9" Cedar 399 Eastern Red Cedar s19 12" Deciduous S20 10" Deciduous 1648 8" Deciduous 396 Horn beam, American S21 18" Maple 1646 13" Maple 394 Maple, Sugar S22 24" Deciduous 1647 23" Oak 395 Willow Oak 523 8" Deciduous S24 10" Maple 1645 7" Maple 393 Maple, Sugar S25 8" Sycamore 1644 6" Poplar S26 N/A Deciduous Approximate Location N/A S27 N/A Tulip -Poplar Approximate Location 1641 27" Poplar 390 Tulip -Poplar S28 N/A Oak Approximate Location 1640 14" Oak 389 Red Oak 529 N/A Deciduous Approximate Location S30 N/A Multi -Stem Dec Approximate Location 1240 12" 3-4" Berry Cluster S31 N/A Multi -Stem Dec Approximate Location 1239 12" 34' Tree S32 N/A Red Maple Approximate Location 1236 24" Maple S33 12" Deciduous 1548 12" Oak 178 Yellow Poplar S34 6" Holly _ S35 12" Oak 1542 7" Deciduous 184 Shortleaf Pine S36 18" Sycamore 1541 15" Oak N/A S37 5" Pine _ S38 10" Deciduous S396"-12" Pine __ 540 S40 12" Deciduous S41 12" Deciduous 1536 8" N/A 189 Shortleaf Pine S42 6"-12" Pine 1537 8" Pine 188 Yellow Poplar S43 6"-12" Pine 1538 8" Pine 186 Yellow Poplar S44 6" Cedar _ S45 6 -12" Pine S46 18" Sycamore 1539 15" Oak N/A 547 6' White Oak _ S48 6'-12" Pine _ S49 6" White oak sso 10" oak lsao s' Deciduous N/A S51 8" Maple S52 6" Dogwood''- THOMAS J E F F E RS O N FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUND F O R ENSLAVED PEOPLE S53 8"-10" Pine _ S54 8"-10" Pine _ S55 8" Cedar 1535 6" Pine N/A S56 12' Maple 1252 6" N/A N/A S57 8" Deciduous S58 8" Pine _ S59 8" Deciduous — S60 6" Cedar S61 8" Pine S62 N/A Maple Approximate Location _ S63 8" Pine _ S64 8" Pine 1251 6" Pine N/A S65 18" Deciduous 1250 17" Poplar 191 Tulip-Poplar0 S66 8" Pine 1247 6" Pine S67 5" Deciduous S68 15" Pine 1242 14" Pine 193 White Oak 569 12" White Oak 1245 9" Oak S70 14" Maple 1244 9" N/A 443 Red Maple S71 6"-15" Deciduous — S72 15" Pine S73 Pine 1243 12" Pine 444 White Pine 574 6" 6" Cedar _ S75 V-15" Deciduous Planned Removal _ S76 V-15" Deciduous Planned Removal _ STAMP LT tl`N�A NOp1 O I THOMAS L. WOLTZ Lie. No. 0406000910 y',��j, �,, -`�C, AP;r S77 6" Deciduous Planned Removal S78 20" Pine 1234 16" Pine 385 White Pine S79 14" Pine Planned Removal 1235 12" Pine 386 White Pine S80 6" Holly - S81 6" Cedar S92 18" Pine 1636 S93 15" Pine 1637 S84 6 " Deciduous _ S85 18" Deciduous 1639 20" Oak 57 White Oak S86 24" Deciduous 1638 18" Oak 56 Willow0ak 587 8" Pine S88 6" Cedar S89 6" Cedar Planned Removal S90 6" Do wood Planned Removal S91 6" Dogwood ONO DESCRIPTION DATE S92 6" Dogwood Planned Removal 1203 6" Berry S93 24" White Oak 1211 28" Oak 367 Oak, Chestnut 01 100% CDS 11 /20/20 02 PERMIT SET 03/03/21 S94 6" White Oak9 S95 10" Deciduous 1212 9" N/A 366 Devils S96 la. Pine 1230 10" Pine 44 Pine, Shortleaf 597 20" White Oak 1226 15" Oak 45 Red Oak 598 22" Pine 1229 15" Pine 46 Pine, Shortleaf S99 30" Pine 1228 28" 1 Twin Pine 47 Pine, Shortleaf S100 15" Deciduous 1227 14" N/A 48 Pine, Shortleaf S101 10" Deciduous S102 6" White Oak S103 10" Deciduous S104 8" Maple _ 5105 10" Pine _ 5106 5" Cedar Planned Removal _ S207 5" Deciduous S108 20" White Oak 1204 24" oak N/A slog 12" Deciduous 1208 9" oak 375 Blackgum silo 24" White Oak 1209 28" Oak 374 Red Oak S111 6" Cedar _ S112 18" Pine 1205 22" Pine 371 Pine, Shortleaf S113 18" White Oak 1206 18" Oak 372 Red Oak S114 26" White Oak 1224 26" Oak 42 Red Oak S115 6" Pine S116 18" White Oak 1213 19" Oak 368 Scarlet Oak ISSUANCE HISTORY - THIS SHEET S117 6' Pine HGA NO: 4320-001-00 S118 10"-14" Deciduous 1223 8" N/A 41 Hickory S119 6" Pine Planned Removal C U R R E N T CONDITION SURVEY TREE PLAN 1 - 20'-0'' S320 10"-14" Deciduous 1222 13" N/A 40 Hickory S121 10"-14" Deciduous 1221 7" N/A S122 6"-8" Deciduous _ S123 6"-8" Deciduous _ 5124 18" Deciduous 1218 10" Deciduous N/A S125 6" Pine _ 5126 8" Deciduous 1217 6" Oak N/A S227 6" Deciduous S128 18" Deciduous 1219 18" Chestnut S129 20" White Oak 1220 17" Red Oak S130 6"-8" DeciduousS/iY S131 8" Cedar S132 8" Cedar _ S133 6" Cedar _ DATE: March 03, 2021 5134 10" Cedar Planned Removal 5135 10" Dogwood 1214 8" Deciduous 369 Dogwood, American S136 la. White Oak PERMIT SET S137 16" Deciduous 1817 S138 15"-18" Pine 35 S140 15"-18" Pine _ _ 34 L6001 5140 15"-18" Pine S141 15"-18" Pine _ 32 S142 15" Deciduous S143 12" White Oak _ 5144 I N/A I Tulip -Poplar Approximate Location R LU O 0 O HI U Lf V7 O U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. kr 08 + + + + + +: + + + _ rr + + `\ UY CKADE NICE 1 ' SCREE .,DUMPST 3 SIDE \ / 13 S _ DARK N Landscape Requiremen •County of Albemarle Project: Monticello Smith skor and History Cemter Interior Landscaping — New Impervious Surface for Vehicle Parking & Ciirculation: 0.8 ACRE 134,860 SF Area Required (5%): 1,742 SF Area Provided (Interior to new parldng area ONLW): 4,788 SF Now Parking Spaces: 113 Tree Quantity Required (1 per 10 spaces): _ 11 Quantity Provided: _ _ 13 Total Canopf_ Property acreage: e88ACRES Approx. % bested* (existing): 65% Existing forested area: 5W ACRES Area impacted by construction (within L.O.D.): 6.4 ACRES Preserved forested area: 554.6 ACRES Total inct. Canopy Bonus (1.25 preserved area): 893 ACRES Required minimum canopy (20% of property area): 174 ACRES Additional Canopy Coverage (Required New Plantings ONLY) �_ 4,224 SF10.1 ACRES ' Forested includes garden and landscaped areas with tree canopy coverage. FQY BOTANICAL NAME COMMONNAMETKT@ IWIOWTH ITOTALKIRATIO W(In.L) PNMffi1i10YR1AIUMIRWIAYR CANOPY 10YRS 14110YR �71 NOTE: AREA SHOWN IS NOT WITHIN SCOPE OF WORK FOR "BURIAL GROUND FOR ENSLAVED PEOPLE" 2021 PROJECT. TREE PLANTING PLAN AND CANOPY CALCULATIONS ON THIS PAGE ARE FROM SDP200800006 - MONTICELLO VISITOR AND SMITH HISTORY CENTER 2008 APPROVED PERMIT APPLICATION. ON FEBRUARY 17, 2021 WE VISITED AREA SHOWN TO ENSURE 13 REQUIRED TREES FROM SDP200800006- MONTICELLO VISITOR AND SMITH HISTORY CENTER 2008 PERMIT APPLICATION ARE STILL PRESENT. UPON SITE VISIT WE FOUND ALL TREES PRESENT AND ACCOUNTED FOR. HGA Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 I I Nelson Byrd Woltz Landscape Architects 1 LANDSCAPE ARCHITECT I I IN�ELSON BYRD WOTLZ 10� MARKET -STREET —1 CHARLOTTESVILLE, VA 22902 (434) 984-1358 TIMMO__NS Zlki JB 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 GrIp C U THOMAS L. WOLTZ Lie. No. 0406000910 Z. SLA PE ARC'" AND DESCRIPTION DATE 01 100% CDS 11/20/20 02 PERMIT SET 03/03/21 ISSUANCE HISTORY -THIS SHEET HGA NO: 4320-001-00 z 2008 TREE � PERMIT PLAN U NOT TO SCALE 0 0 O I--1 DATE: March 03, 2021 U PERMIT SET V / IL6902 z U HAMMEL, GREEN AND ABRAHAMSON, INC NOTE: ---------------------------------- ----- T—--------------� l . LANDSCAPING SHOWN ON THE SHRUB &PERENNIAL PLAN - - - — - 7 - - , SHEETS ARE NOT REQUIRED BY ALBEMARLE COUNTY. I 2. REFER TO L6.20 FOR PLANTING DETAILS & L6.30 FOR SCHEDULE I _ 3. THOMAS JEFFERSON ARCHAEOLOGY WILL MONITOR ALL GRADING AND DIGGING. I — - 3. UPON ANY ARCHAEOLOGICAL DISCOVERY ALL WORK WILL IMMEDIATELY STOP. PLEASE CONTACT THOMAS JEFFERSON — — O ° SHRUB & PERENNIAL PLAN FOUNDATION'S ARCHAEOLOGISTS FOR INVESTIGATION. IF I o ,' I L6.11 ENLARGEMENT- NORTH ANYTHING IS FOUND, THOMAS JEFFERSON FOUNDATION WILL MAKE PLANS TO MITIGATE ANY IMPACT. WORK IN OTHER LOCATIONS MAY CONTINUE WITH APPROVAL BY THOMAS JEFFERSON FOUNDATION. ° ° 'err rr — v rrr Srr , � __-- r�rxrKr- I 41 I , \ � •� Sri rr>r' � � _ - - I °r --- ° I - � ' r irr rrrr r . °• � I r� - _ `' ea / r r— — I \ r �i frrrr r4 4_ - — - - 02) \ \ � rrrr rrr rrr r� oo°pOo .°000° o°o I� � v/ °000 °°oO °p Ooo°°o°oo 00000° rr rir rrrr � _ o °oo 0000 °oo 00000r � � r r � I � _ � ` oo°O • ' ° ° •O0000 °O 0000< rY ri rr _ _ _ I 00 0 ooO o oopO ° •rr � rr r r irri o0 o O o °° °o°o 'r r�i rrrr .. •; ° SHRUB &PERENNIAL PLAN ENLARGEMENT - SOUTH I L6 12 + ` - J o CD ' d • , - ,rr ,rrrr, O el r - — - — � � _r � - ; ; r' --moo ° 'o •. � � + ' r,r \ o + I,,rrrr � O • ---- i r / � _ /' �� �/ I - -- _ •rrrr 'Q� i 0-1 r,rr,r r -------— — — — — — — — — — — — ------------1-- ------T----------------------------- 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 $ALTN OF GrC O U THOMAS L. WOLTZ Lie. No. 0,,440J06000910 .1-. . /ZANO DESCRIPTION DATE �01 100% CDS 11/20/20 02 PERMIT SET 03/03/21 0 O V7ISSUANCE HISTORY -THIS SHEET HGA NO: 4320-001-00 z SHRUB & � PERENNIAL U PLAN O 1 ° = 20'-0" 0 DATE: March 03, 2021 U D PERMIT SET 10 20 40 N _ V7 L 6 0 10 z ©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 ROOTBE EXCAVATE AMD REPLAI EXISTING SOIL. ADD S( AMENDMENTS IF NECESSA AS DIRECTED BY PROJE MANAGER. WAT THOROUGHLY TO ELIMINA AIR POCKETS. DO NOT TAN B&B TREE PLANTING DETAIL 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 2 TO 3 TIMES ROOTBALL DIAMETER MINIMUM NOTE: 1. THESE PLANTINGS ARE LOCATED IN SENSITIVE AREAS. PLANTING PREPARATION AND METHOD MAY BE MODIFIED TO PRESERVE EXISTING ADJACENT VEGETATION. 2. CONFIRM LOCATIONS WITH THOMAS JEFFERSON FOUNDATION AND LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. 3. IF ANY SUBGRADE LOOSENING IS REQUIRED, PLEASE CONTACT THOMAS JEFFERSON FOUNDATION ARCHAEOLOGY BEFORE CONTINUING. 12" WIDTH FOR GROUNDCOVERS, 2 " WIDTH FOR SMALL SHRUBS O O 4" WIDTH FOR LARGE SHRUBS O� 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 00 C( AI F• 1 IA" = 1'_0" VOID SPACE PERENNIALS, PLANT SIZES INTERMIXED O 0 O O 0�d 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-0" 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 SHRUB PLANTING DETAIL SCALE: 1 /2" = 1'-0" 3 PERENNIAL & GROUNDCOVER PLANTING L6.20 SCALE: 1 /2" = V-0" MULCH EDGE C(`AI F• 1 = 1'_r)" 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 OTE: THESE PLANTINGS ARE LOCATED IN SENSITIVE AREAS. PLANTING PREPARATION AND METHOD MAY BE MODIFIED TO PRESERVE EXISTING ADJACENT VEGETATION. 2. CONFIRM LOCATIONS WITH THOMAS JEFFERSON FOUNDATION AND LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. 3. IF ANY SUBGRADE LOOSENING IS REQUIRED, PLEASE CONTACT THOMAS JEFFERSON FOUNDATION ARCHAEOLOGY BEFORE CONTINUING. FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE NOTE: 1. THESE PLANTINGS ARE LOCATED IN SENSITIVE AREAS. PLANTING PREPARATION AND METHOD MAY BE MODIFIED TO PRESERVE EXISTING ADJACENT VEGETATION. 2. CONFIRM LOCATIONS WITH THOMAS JEFFERSON FOUNDATION AND LANDSCAPE ARCHITECT BEFORE FINAL INSTALLATION. 3. IF ANY SUBGRADE LOOSENING IS REQUIRED, PLEASE CONTACT THOMAS JEFFERSON FOUNDATION ARCHAEOLOGY BEFORE CONTINUING. 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 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��tipLTH Op LrC 0 U THOMAS L. WOLTZ Lic. No. 0406000910 ZANO DESCRIPTION DATE 01 100% CDS 11/20/20 02 PERMIT SET 03/03/21 HGA NO: 4320-001-00 PLANTING D ETAI LS DATE: March 03, 2021 PERMIT SET L6020 0 z Uj O 0 z O 1— 4 U V) 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 Ilexxattenuata 'Ea leston' Ea leston Holly 2" cal. As Shown 3 N ssa s Ivatica IsourGum 3" cal. I As Shown 2 Pinus strobus I White Pine 2" cal. As Shown 3 Pinus strobus I White Pine 3" cal. As Shown SHRUBS 20 Com otonia peregrina Sweetfern 1 gal. 3' o.c. 64 Compotonia peregrina Sweetfern 3 gal. 3' o.c. 27 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 Illiciumx'Woodland 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. 16 Itea vir inica Virginia Sweets ire 3 gal. 4'-5' o.c. 26 Ilex verticillata Winterber 3 gal. 5' o.c. 10 Rhus aromatica'Gro-low' Fragrant Sumac'Gro-low" 1 al. 3' o.c. 88 Rhus aromatica'Gro-low' Fragrant Sumac'Gro-low" 3 gal. 3' o.c. 3 Rhododendron catawbiense Catawba Rhododendron 1 gal. 8' O.C. 25 Rhododendron catawbiense Catawba Rhododendron 3 gal. 8' o.c. 3 Rhododendron maximum Rosebay Rhododendron 1 gal. 8' o.c. 19 Rhododendron maximum Rosebay Rhododendron 3 gal. 8' o.c. 35 Rhododendron periclymenoides Pinxterbloom Azalea 3 gal. 5' o.c. 24 Viburnum acerifolium Ma Ieleaf Viburnum 1 gal. 3' o.c. 79 Viburnum acerifolium Ma Ieleaf Viburnum 3 gal. 3' o.c. 118 Vaccinium an ustifolium Lowbush Blueberry 1 gal. 2' o.c. 20 Viburnum dentatum Arrowwood Viburnum 3 al. 6' o.c. 41 Viburnum prunifoliurn Blackhaw 3 al. 6' o.c. 50 Yucca filamentosa Adam's Needle 1 3 gal. I 3' o.c QUANTITY SPECIES Common Name SIZE SPACING NOTES PERENNIALS - SWALE (151osf) 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 versico/or Blue Flag plug24" o.c. 108 Lobelia si hilitica Great Lobelia plug 24" o.c. 108 Polygonatum biflorum Solomon's Seal plug 24" o.c. PERENNIALS - AREA 01 144 1 Polvstichum acrostichoides I Christmas Fern I pluq 1 18" o.c. 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 Dennstaedtia 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 (113 sf) 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 lachica Appalachian sedge plug 10" O.C. 85 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 95 Carex pennsylvanica Pennsylvania Sedge plug 15" o.c. 150 Claytonia vir inica Virginia Spring Beauty plug3" o.c. 20 Dennstaedtia punctilobula Hay -scented Fern plug 24" o.c. 20 Dryopteris 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" o.c. 33 Mertensia vir inica Virginia Bluebells plug 18" o.c. 80 Phloxdivaricata Woodland Phlox plug 12" o.c. 85 Pol tichum acrostichoides Christmas Fern plug 18" o.c. 100 San uinaria 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 lachica 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. 12 Collinsonia canadensis Horsebalm plug 36" o.c. 15 Dennstaedtfa punctilobula Hay -scented Fern pluq 24" o.c. 35 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 Virginia Bluebells plug 18" o.c. 35 Po do h llum peltatum Mayapple plug 12" o.c. 40 Phloxdivaricata Woodland Phlox plug 12" o.c. 25 Pol stichum 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 lachica 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. 250 Cla onia vir inica Virginia Spring Beauty plug3" o.c. 40 Collinsonia canadensis Horsebalm plug 36" o.c. 20 C ri edium spp. Lad 's Slipper Orchid plug 6" o.c. 15 Dennstaedtfa punctilobula Hay -scented Fern plug 30" o.c. 17 Dryopteris mar inalis Marginal Woodfern plug 18" o.c. 25 Eurybia 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 Phloxdivaricata Woodland Phlox plug 12" o.c. 60 Po do h Ilum peltatum Mayapple plug 12" o.c. 40 Pol stichum acrostichoides Christmas Fern plug 18" o.c. 75 San uinaria canadensis Bloodroot plug 6" o.c. 20 Solida o altissima Tall Goldenrod plug 36" o.c. 15 Tiarella cordifolia Foamflower plug 30" o.c. PERENNIALS - AREA 07 (450 sf) 259 Carex a lachica Appalachian sedge plug 10" O.C. 173 Carex eburnea Bristle -leaved Sedge plug 12" o.c. 111 Carex pennsylvanica Pennsylvania Sedge plug 15" O.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 0,$ALTN OF GrC 0 U THOMAS L. WOLTZ Lie. No. 0406000910 'VV Z. I/\NO DESCRIPTION DATE I 01 100% CDS 11/20/20 02 PERMIT SET 03/03/21 HGA NO: 4320-001-00 PLANT SCHEDULE DATE: March 03, 2021 PERMIT SET L6030 R z LU O ID z O U D V7 0 U HAMMEL, GREEN AND ABRAHAMSON, INC. GENERAL NOTES - SITE PLAN A. PLAN DIMENSIONS INDICATED AS "HOLD" OR "CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH. B. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT. C. ALL FENCE POSTS ARE FENCE POST TYPE B, U.N.O. KEYNOTES - SITE PLAN HGA 44 Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 # DESCRIPTION S1 I FENCE POST TYPE A Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA22902 (434) 984-1358 Doff* Mel 614 J CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUNDFOR ENSLAVED PEOPLE ��ALTH O n3 .oS -s4 c'2 JAMES W. S SCRUGGS JR. 194. 0401017843 /\NO DESCRIPTION DATE HGA NO: 4320-001-00 ENLARGED SITE PLAN DATE: March 3, 2021 PERMIT SET A200 V Z L LI 5- Z) U O n z O b U0 0 U (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. VISITOR SEATING AREA 1/2" =1'-0" DESCENDANT SEATING AREA 1/2" =1'-0" SEATING, TYP 1/2" = V-0" 11 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 Doff* Mel 614 J 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 GROUNDFOR ENSLAVED PEOPLE 05 -as -V DAMES W. SCRUGGS JR. 1 1 �fi. 0401017843 /\NO DESCRIPTION DATE vL.i v%.i 1 r vyi'.j DATE: March 3, 2021 PERMIT SET A400 V Z 5W Z) U O n z O b 0 U (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ELEVATION - VISITOR SEATING AREA 1/2" =1'-0" ELEVATION - DESCENDANT SEATING AREA 1/2" = T-0" ELEVATION - SEATING, TYP 1/2" = T-0' 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, VA22902 (434) 984-1358 Doff* CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUNDFOR ENSLAVED PEOPLE ��ALTH O n3 .oS -s4 c'2 JAMES W. S SCRUGGS JR. 194. 0401017843 /\NO DESCRIPTION DATE 0clvk-1n ELEVATIONS DATE: March 3, 2021 U a PERMIT SET Go M A401 N O N M V Z W U O n z O b LL U0 0 U (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. BENCH SECTION 3" =1'-01, q Cm BENCH - SIDE ELEVATION 3" =1'-0" (2) 3/8"X 1 1/2" STAINLESS HEX SCREWS PER STRAP WITH SPACER, TYP. 2x10 WOOD BACKREST 3/4" X 2" COPPER BAR 3/4" THICK WOOD CAP (3) 3/8"X 5" STAINLESS HEX SCREWS PER STRAP WITH SPACER, TYP. 1/2" x 2" COPPER BAR (2) 1/4" X 1" STAINLESS HEX SCREWS PER STRAP WITH SPACER, TYP. 1 1/2" X 1 1/2" X 1/4" STEEL ANGLE WELDED TO CREATE FRAME, POWDER COAT FINISH (2) 2" WOOD LEG BOARDS 3/16" COPPER SLEEVE CUSTOM BENCH FOOT WAX POLYMER PATH SYSTEM, 2" COVER 7" STAINLESS 3/4" DIA THREADED ROD, ADHESIVE ANCHOR W/ HILTI HY OR SIMILAR (6" EMBED) 12" WIDE X 12" DEEP FOOTING 2x10 WOOD BACKREST 3/4" X 2" COPPER BAR 3/4" THICK WOOD CAP 1/2" x 2" COPPER BAR (2) 2" WOOD LEG BOARDS 3/16" COPPER SLEEVE CUSTOM BENCH FOOT BENCH - FRONT ELEVATION 3" =1'-01, 2x10 WOOD BACKREST 3/4" X 2" COPPER BAR 3/4" THICK WOOD CAP HGA 44 Canal Center Plaza, Suite 1 Alexandria, Virginia 22314 Telephone 703.836.7766 1/2" x 2" COPPER BAR Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA22902 (434) 984-1358 2" WOOD LEG BOARD CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 3/16" COPPER SLEEVE CHARLOTTESVILLE, VA 22903 (434) 327-5380 *NOTE: INTERMEDIARY ARMRESTS AT VISITOR SEATING ONLY (A-) BENCH - FRONT ELEVATION, INTERMEDIARY POST 3 -1-0 1/4" GAP 2x10 WOOD BACKREST 3/4" X 2" COPPER BAR 3/4" THICK WOOD CAP 1/2" x 2" COPPER BAR PROVIDE MOCKUP PRIOR TO FABRICATION 2" WOOD LEG BOARD 3/16" COPPER SLEEVE THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUNDFOR ENSLAVED PEOPLE ��ALTH O ng .oS -21 c'2 JAMES W. S SCRUGGS JR. 194. 0401017843 /\NO DESCRIPTION DATE Dmv,,ri -)m, 11VIVJ AND DETAILS DATE: March 3, 2021 PERMIT SET A402 V Z CLU G U O z O I--4 b U0 0 U (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. r 8'-0" OC MAX FENCE - ELEVATION 1" =1'-0" FENCE - PLAN 1"=T-0" a N 03 N M 8'-0" OC +/- FENCE POST - SIDE ELEVATION 3" =1'-0" R METAL DTING, ;E POST TYPE A; ;E POST TYPE B 1/4" DIA COPPER CABLE SIM TO LAG AND SWAGE TURNBUCKLE WITH THREADED BOLT, POWDER -COATED WITH CUSTOM COLOR TO BE SELECTED BY ARCHITECT FLUSH -MOUNTED FERRULES 1/4" DIA COPPER CABLE FENCE POST TYPE A - ELEVATION 3" =1'-0'1 FENCE POST TYPE B - ELEVATION 3" =1'-01, 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, VA22902 (434) 984-1358 Doff* F RU I M [07.Me]Z*1111J CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUNDFOR ENSLAVED PEOPLE ��ALTH O n3 .oS -s4 c'2 JAMES W. S SCRUGGS JR. 194. 0401017843 /\NO DESCRIPTION DATE rCIVI,C CLCV/A 11VINJ AND DETAILS DATE: March 3, 2021 PERMIT SET A403 Z W U O n z O b DC 0 U (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 2 7 CONTINUOUS STEEL ANGLE FOR HINGE SUPPORT, DELEGATED DESIGN PUNCHED LETTERING FONT AND SIZE TO BE SELECTED BY raz.Jarrxei N WEATHERING STEEL TEE CENTERLINE OF HINGE N GATE - ELEVATION 1 1/2" =1'-0" GATE - PLAN SECTION FR0 V AT[_ WOOD INSERT WOOD HANDLE STEEL ANGLE STOP PROVIDE 12X12 MOCKUP PRIOR TO FABRICATION 5� 4404, '11 I I I I I I I 1 I I eL\I�I.I.9�:J�•L.7.1. WOOD HANDLE AND LATCH SET, DELEGATED DESIGN PUNCHED LETTER - 5/16" WEATHERING STEEL PLATE WITH FOUR-SIDED RETURN CONTINUOUS STEEL CHANNELSTOP GATE - SECTION 1 1/2" =1'-0" WEATHERING STEEL TEE 3" X 21/2" X 5/16" WEATHEI STEEL CHANNEL STOP W/ WOOD HANDLE AND LATCI DELEGATED DESIGN 5/16" WEATHERING STEEL WITH FOUR-SIDED RETURI GATE - JAMB DETAIL AT STRIKE 1 1/2" = T-0" 3" =1'-0" WEATHERING STEEL TEE 3'-7" 18" DIA CONCRETE BASE, WAX POLYMER PATH COORDINATE WITH GATE MATERIAL, MIN 1 1/2" COVER HARDWARE 3'-0" C-4 _I I a II � a IIIIIIIIIIIIIIII a I II a IIIIIIIIIIIIIIII I I— IId -III II IIIIIIIIIIIII—III I II IIIIIIIIIIIIIIIIIII II I II � � II� I � o .IIIIIIIIIIIIIIII o � I o.II � � IIIIIIIIIIIIIIII I II I IIIIIIIIII—III III II IIIIIII—III IIIIIIIIIII a II I v IIIIIIIIIIIIIIII v II vIII—III IIIIIII N I P, IIIIIIIIIIII—III I I I IIIIIIIIIIII—III � I I I I � '° I I � I o III=III III1 I I1 I I10 o I o I I � � III1 I I1 I I1 I I1 I I1 11= I a II I a IIIIIIIIIIIIIII1 v I II a IIIIIIIIIIIIIIII I II I d d I d II.. d -III I� J II 11IIIIII—III III I I I I IIIIIIIIIIIIIIIII o IJtr IIIIIIIIIIIIIIII o L�_U P IIIIIIIIIIIIIIII I I1 I I1 I IIII1 I I —III I I1 I IIII1 I I1 I I1 I I11I v v III—IIIIIIIIIIII1 a a III—IIIIIIIIIIII—III o - I I IIIIIIIIIIIIII I I d d d I IIIIIIIIIIIIIIIII _II t o � o 0 o III1 I I1 I I1 I I1 I I1 o P o P o III1 I I1 I I1 I I1 I I1 11= -III IIIIIIIIIIIII—III I IIIIIIIIIIIIIIIII a a I � II � II � II � IIIII a a IIIIII1 I I1 I IIII1 I I— =III111 � 111111IIIIIIIIIIII111111111111IIII � I=1 � 1=1 � 11 � 1=1 � 1=1 � 1=1 � 1=� 1 =1=1I 1=1111=1=1=1=1=1=1IIIIIIIIIIIIIII=11=1=1=1 I- _IIIIIIII�� I ICTIT _17 TIT T1=1 I 1 1I 1 11 1 I1 I GATE - STEEL BASE DETAIL 1 1/2" = T-0" WEATHERING STEEL TEE CV Cn CV GATE - LATCH ISOMETRIC 3" =1'-0" 5/16" WEATHERING STEEL F CONTINUOUS HINGE HARD\ CONCEALED BEHIND DOOR CENTERLINE OF HINGE GATE - JAMB DETAIL 3" =1'-0" 5/16" WEATHERING STEEL PLATE BEYON SLOPED WOOD INSEF WITH EASED EDGES 5/16" WEATHERING STEEL PLATE CONCEALED METAL FASTENERS, AS REG WOOD INSERT DETAIL " "T 'RING STEEL TEE JOUS STEEL CHANNEL ET. DELEGATED DESIGN ISERT 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, VA22902 (434) 984-1358 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 BURIAL GROUNDFOR ENSLAVED PEOPLE ��ALTH O n3 ' os . 21 c'ti JAMES W. 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ENERGY BY DESIGN ., e.. t a b.. .i' n a b., e o e. b.. 10010th St. NE, Suite 202 .7 b.9 0.6 0.4 t.a b. 0.7 b. b 0 b.a .5 .4 1,4 0.7 6 i. 1.1 1.4 2.0 .3 2. ' `2. 1.4 1,3 1,4 1,6 s., 1.= b.. e.,a., b., e.° e.° b.° e.° PROPERTY LINE Charlottesville, VA22902 1., e.. 1.1 b., }' I b., I I b.. e.. 434.290.2116 .6 0.5 `b.3.2 0. 0.9 0 0 0.4 3.1 2.1 i.2 6.6 3.o i.3 1.2 2.0 3.2 6.1 .5 1.6 1.4 i.5 7 1 i, e.. I I 213kcom n, a.. e., e., e., e.1 b., e.° e.° a.° b. 1.4 b.3 3.4 0.8 1.4 2.1 1.6 1.5 1. 4 3. 2.1 i.4 1.3 2 3. 4.1 .4 2.6 2.9 2.6 .5 t, 1, b, 1a t.a b, e., b.. I I 0.6 .6 0.6 0. . . . . . 7 0.9 0.9 1.2 1.3 1.6 .8 1.9 1.6 i.3 1.5 2,9 .7 3.9 2.0 1.9 5 6.1 .�.= i° e.. a., a b., a.1 eo U. a.o ,3..] eabnb a b.,°.°°°°°°'° GENERAL NOTES 1.3 3.4 b.l .4 0.8 b.9 b.6 .•{�.� .... � 2.e 2. b. \ i.4 1.2 1.3 1. .3 3.e 6 2.4 i.9 1.9 .e e.e. n, b.. 9 2.2 2.4 2.6 15.1 4 2.0 1.7 2.3 4.6 7 2.8 1.8 2.o j 3 3.2 2.7 i.s `3.l 1,4 1.2 1.Y 1.7Jt.4 1.3 1.4 0.3 10.4 0.5 t.a 1.4 0.3 0.4 b.4 0.7 0.8 3 3.4 b.s 0.5 3.6 0.5 0.7 0.7 0.8 0.9 . . . . . . . . . ' e •. •. ss l a s.a e e b ;'e., e., e. e o e.. b.° b.2 0.1 b.1 0.2 b.9 b.e i6 i.s b.9 ; :: 4.5 2 b.9 i.o 4.2 i.6 i.9 .8 .3 4.9 2.0 i.7 4.5 2.0 3.5 S., na b., b, ea b., e. b. e.. e.. b.. 1. ALLFIXTURES IN PARKING LOTS SHALL BE CAR PARKING .. ..... '' °` °' ' ' °' ° ° ' ° I ' ° ' ° LOT FIXTURE A5 IDENTIFIED ON E0.0 EXCEPT THOSE IN BUS 0.1 0.3 0.7 1.7 3.4 3. �• b. 3.4 0.9 1. o i. a 2. 4.4 3 b.9 i. z 1.1 1. l 4 1. PARKING LOT AS IDENTIFIED ON PLAN. ]a ]a b.. '.s ee ba b., -b., b.. e.. '.. b.. e.. '.. `b.2 b. a 1.l 2.3 3.5 2.9 1.6 1.0 1.2 2.2 .6 b. s 3.7 b. 9 1.1 1.2 .4 1. ° ° ° ° ° ° ° ° ° ° 2 ALL FIXTURES ON WALKING PATHS SHALT. BE BEGA e., n.a e, a., e., e.° e.° n.. e.° e.° n.. PATHWAY BOLLARD AS IDENTIFIED ON E0.0. b.3 b.6 i.z 2. 6.z .1 `1.2i.l `1.32.e 4. .7 b.6 b.7 i.l i.7 2.0 2.o g'' e.' e., b.= e., n., • , , .aS.aS.as., It ,e. t. t.,t.],]:aa n. n. � . . 3. LIGHT LOSS FACTOR OF 1.0 WAS USED IN ALL ,s.as. sl. sl.. ,eIt s 1.5 2.8 3.7 b.3 0.7 0.9 1.0 1.3 i.o 0.8 0.9 i.6 .6 4. z n e e., e.a e e e b.° e.° e° e° e.° e° b.° CALCULATIONS. 4s ]= bs es e.z b e, , b.. e. e. b. e. e. .0 i.7 2.4 2.6 2.6 .6 2.3 1.0 0.7 3.4 b.4 b.4 3.5 b.7 b. 2.l i.o b.8 1.0 2.0 4.9 to e, e= e, b., b r`eo e. b.. eo e. b.. eo 4. EACH OUTDOOR LUMINAIRE THAT EMITS 3,000 OR MORE " ' ° " ° o °' °'' °' t. '° ° ° ° ° °'' ° ° ° ° °'' INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND .6 3.2 *4 .2 4.0 3.6 - .1 .4 b.9 1.7 `b .7 3.7 0.7 b.6 6.4 .1 2.6 i.0 1.9 z 2. ]'' 1., t.a °.= e., b.a e., e., b... e.. b.. e.. e.. b.. e.. SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND .1 6.6 .4 6.7 4.2 6.a 1.0 b.a 0.7 0.9 1.2 i.6 1 6 1. 0.4 b.7 3.0 2.1 1.3 i.o 0.9 1.0 ' ''` °'' b., e., b.s ].' e., b., e.a e., a.= e.1 b.a e., e.. e.. b.. a.. e.:7e.. e.. ,a° b.. a.. e.° e.. e.. e.. b.. a.. e.° e.. e.. e.. b.. AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND .e 6.2 0.6 t.7 1.1 2.0 3.1 4.\2.9 .1 t.7 1.l 1.5 1.4 1.2 i. b. n. e' e. n, e, e< n, e1 eo n. e...;roo n. e.. eo n. e.. eo PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING e., e.° e.. 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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 � • a � F 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 RROOBERT EDWJARD/ i CR�/ n NO. 17082 /ENO DESCRIPTION DATE 01 100% CDS 11120/20 02 PERMIT SET 03103/21 HGA NO: 4320-001-00 PHOTOMETRICS DATE: November 20, 2020 CONSTRUCTION DOCUMENTS ELO ME CD 'CD V / z W 0 0 0u 1� U D V) z 0 U (bDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.