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HomeMy WebLinkAboutSDP202200050 Plan - Submittal (First) 2022-07-11MONTICELLO CONTEMPLATIVE SITE MINOR SITE PLAN AMENDMENT TO SDP-2008-06 NOTES TAX MAP PARCEL AND OWNER INFO: TMP 7800-00-00-02200 / THOMAS JEFFERSON MEMORIAL FOUNDATION ZONING: MHD OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE TOPOGRAPHY: TIMMONS GROUP / FEBRUARY 21, 2022 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PRESENT USE: UNDEVELOPED SITE PROPOSED USE: CONTEMPLATIVE PATHWAY PROPOSED DISTURBED AREA = 0.39 ACRES WATER SUPPLY: PRIVATE SANITARY SEWER: PRIVATE WATERSHED: MIDDLE RIVANNA RIVER COUNTY OF ALBEMARLE, VIRGINIA o7/oi/2o2z VICINITY MAP 1=1000' ARCHITECT: HGA 44 CANAL CENTER PLAZA, SUITE 100 ALEXANDRIA, VA 22314 CONTACT: SCOTT CRYER TELEPHONE: (703) 317-6117 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 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 I NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 I SITE PLAN C5.0 GRADING & DRAINAGE PLAN 1-1.00 MATERIALS PLAN L6.00 TREE PLANTING PLAN L6.10 SHRUB & PERENNIAL KEY PLAN L6.11 SHRUB & PERENNIAL PLANTING PLAN NORTH L6.12 SHRUB & PERENNIAL PLANTING PLAN SOUTH L6.20 PLANTING SCHEDULE & DETAILS TOTAL: 12 SHEETS 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 10( 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 CONTEMPLATIVE SITE ly, taut/1- Kimberly A Roeser Uc. No. 63054 31111ti yWA; /\NO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission HGA NO: 4320-001-00 COVER DATE: JUNE 28, 2022 PERMIT SET Como z w D U 0 0 z 0 U Z) oC z 0 CQDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. GENERALNOTES 1. 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. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. 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). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. 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. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. 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. 9. 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. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. 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. 13. 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. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. 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). 18. 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. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. 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). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. 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. 24. 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) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. 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) 28. 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. 29. 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. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. 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. 35. 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. 36. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 37. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. 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. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. 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. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 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 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. 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. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. 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 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN LEGEND ROADS HGA EXISTING WATER LINE 101 g" Wy PROPOSED WATER LINE 44 Canal Center Plaza, Suite 1 STORM PIPE Alexandria, Virginia 22314 100 100 STORM MANHOLE -8 6" Wy PROPOSED VALVE Telephone 703.836.7766 ---T! g^ W PROPOSED TAPPING SLEEVE DROP INLET & STRUCTURE NO. PROPOSED FIRE HYDRANT (COMPLETE) CURB CURB &GUTTER SEWER LIMITS OF DISTURBANCE Nelson Byrd Woltz X FENCE S�S------S EXISTING SANITARY SEWER Landscape Architects XXX MAJOR CONTOUR PROPOSED SANITARY SEWER XXX MINOR CONTOUR ® SANITARY SEWER MANHOLE LANDSCAPE ARCHITECT f TC 725.94 PROPOSED SPOT ELEVATION ® SANITARY SEWER CLEANOUT NELSON BYRD WOTLZ 310 E MARKET STREET Q PARKING COUNT CHARLOTTESVILLE, VA 22902 (434) 984-1358 GRADING TW = TOP OF WALL BW = BOTTOM OF WALL TB = TOP OF BENCH ARCHAEOLOGY NOTE 1. PRIOR TO ANY LAND DISTURBANCE, THE CONTRACTOR SHALL SET UP AN ONSITE 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 SHALL IMMEDIATELY STOP WORK AND CONTACT THE APPOINTED ARCHAEOLOGY REPRESENTATIVE. WORK SHALL NOT RESUME UNTIL APPROVAL IS GIVEN BY THE ARCHAEOLOGY REPRESENTATIVE. Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 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 1, 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. 2. All materials and construction methods shall conform to current specifications and CONTEMPLATIVE standards of VDOT unless otherwise noted. SITE 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. TH 0 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, Tlr 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 t.1 Coun En ineer or desi nee it is deemed nece ty g g ssary in order to stabilize a drainage Kimberly A Roeser Z channel. laic. No. 63054 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic °N o��ssIONAL0��� Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 4�Ut�b 9. All excavation for underground pipe installation must comply with OSHA Standards for ONO DESCRIPTION DATE the Construction Industry (29 CFR Part 1926). 01 Minor 07/01/22 Amendment 1st Submission HGA NO: 4320-001-00 1 NOTES & DETAILS TE: JUNE 28, 2022 PERMIT SET ME CD 0 rl Ln z LU D O r) z O 1--I U D O U (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. A B C D 10" 8" 6.00 9.00 12° 8" 12.00 9.00 12° loll 6.00 10.00 15" 8" 18.50 9.00 15" 10" 12.50 10 DO 15' 18" 12" 8" 6.50 25.50 9 UO 18" 10" 15.50 10.OU 18" 12" 17.50 11.5n 18" 15" /.o17 24" 8" 35.50 9no 24" 10" 30.50 10.00 24' 12" 24 'A 1100 24" 15" 15.00 12,00 24" 18" 11.00 30" 8" 48.50 9.DO 30' 1 40.50 10.D0 30" 12" 34.50 11.50 30" 15" 28,00 12.00 30" 18" 21.00 14.50 30" 24" 13.50 NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY CONE STYLE REDUCER CAP STYLE REDU ACTUAL REDUCER MAY BE ASSEMBLED USING MORE PIECES THAN SHOWN. 6" MIN ON 8" - 24" 10" MIN ON 30" 7 MIN ON 8" - 24" Y MIN ON 30" 1 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER REQ. SAME AS MIN. SUMP) ANGLES VARIABLE0--36[ ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4' - 36" FOR CORRUGATED HOPE (ADS N-12IHANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40). PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1 - 8'- 30'STANDARD GRATES SHALL BE DUCTILE IRON PERASTM A536 GRADE 705005. 2 - 17-30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USEOFAPVCBODYTOP. SEE DRAWING 140.7001-11000. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110985. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-1PIH00ICOR DUAL WALL), N-12 HP, & PVC SEWER (4--36T. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0-TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110412. 6 - 17-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 7 & 1P STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (1,2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSRAKE OFF) 18" MIN WIDTH GUIDELINE e MIN THICKNESS GUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001 -110-111 FOR NON TRAFFIC INSTALLATION. 4' MIN ON 8'-24" (3) VARIABLE SUMP DEPTH 8" MIN ON 30' & 38" ACCORDING TO PLANS (6- MIN. ON 8" - 24",10' MIN. ON 30' & 12' MIN. ON 36" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, S"-36" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL M30VERONAAVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER OR LICENSE THE USE OF THE OR DATE 1.23-H v O PHN(770)932-214i �nNOoplasl TECCHHNICALNFORMATION SHOWN HEREISFER, N ✓lO us� REWSEDBY NMH PROJECT NOJNAME TIRE REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 06.1E-18 DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN -11 w,.,e- v-...---_.--DING SIZE A SCALE 1:40 SHEET IOF1 DWG NO. 7001-1101N REV J NYLOPLAST DRAIN BASIN WITH SOLID COVER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORR UG ATE D HO�PE��� SHOWN) 1 - 8'-30' SOLID COVERS SHALL BE DUCTILE IRON PERASTM A536 GRADE 705005. 2 - 17-30" FRAMES SHALL BE DUCTILE IRON PERASTMA536 GRADE 70,9045. 8" & iP SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODYTOP. SEE DRAWING NO.7001-110045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110085. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-1Z`HANOOR DUAL WALL), N-12 HP, & PVC SEWER (4--36). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 380°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. 6 - 17-30' SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8' & IT SOLID COVERS ARE RATED FOR LIGHT DUTYAPPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 1B" MIN WIDTH GUIDELINE 8' - IN) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5)ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, 'ARIABLE O°-360' TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING NO.7001-11D-111 FOR NON TRAFFIC INSTALLATION. PLANS (3) VARIABLE SUMP DEPTH 4' MIN ON 8" -24" ACCORDING TO PLANS 6"MIN ON 30'&36" (6. MIN. ON 8"-24", 10" MIN. ON 30' & 12' MIN. ON 36" BASED ON MANUFACTURING REQ.) 9 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 8• 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, CA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 094b07 rfST PHN (770) 932-2143 Nylo IaFAIL(770)932.2490 TECHNICAL INFORMATION SHOWN HEREIN NNN.nyloplast-us.c REVISEDBY NMH PROJECTNO.INAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 06-12-18 DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. =13Nm T DING SIZE A SCALE 1:0 SHEET 10F1 WGNO. 7001-110.298 REV E 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 CONTEMPLATIVE SITE t oav\- Kimberly L Roeser lie. No. 63054 11t1n- /\NO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission HGA NO: 4320-001-00 NOTES & DETAILS TE: JUNE 28, 2022 PERMIT SET C101 •M 0 Ln z LU O 0 z O U D V7 O U (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. / �16" / � l/ / / / 1 / / / Il / l l / / / // / / LEGEND: /1 EC/ / l/ I I / // / ' / I / REMOVE TREE HGA ,/�•�92„/ / lI l � l / I I/ I I I I I I I / // ,l / ,l /I I�t�al�CHl/ a I MCKORY I I I 1CKORY I I I I I I I I / / 44 Canal Center Plaza, Suite 100 I I I I I-I/I I I I I I I I I I f I I I I I Alexandria, Virginia 22314 101, Telephone 703.836.7766 MAPLE 135" II II 1I 11 Il I/ I I I I I I I I I I I I \\` \\\ I I I I I POPLAR I I I I I I I I I \ \ `\ \\ ' I 14" I I Nelson Byrd Woltz \ , ' I I \ Landscape Architects BLACK OAK I I I\ \ \ I I 1 12" 1 I I I I I I I I ` ` \` \ \` ` LANDSCAPE ARCHITECT BIRCH I I \ I I 1 1 I I I I I 1 I I I I 1 \ \ \ \ \ \ \ \ \ NELSON BYRD WOTLZ 310 E MARKET STREET \ \ \ I I101, CHARLOTTESVILLE, VA 22902 \ I 1 \ II I RED 1 AK 1 I 1 \ 1 I \ \ \ \ \ \ \ \ \ \ P (434) 984-1358 ---------- - - - —-- .• & % 25" — — TIMMONS GROUP CATALPA (2) CIVIL ENGINEER _ TIMMONS GROUP - \ \ \ 608 PRESTON AVENUE 22" SUITE 200 - - - - - - - - _ _ - EC CHARLOTTESVILLE, VA 22903 (434) 327-5380 PID: 780002200 \ _- \ \ \ \ \ \ \ THOMAS JEFFERSON \ �\ '`----- ----- - - - - -- s" \ \ \ \ \ \ \ \ \ \ > \ \ HICKORY ` \ ` \ MEMORIAL FOUNDATION \ ` \ ja` 6" RED OAK — — \ DB. 2894, PG. 076 _ _ _ _ - 'IN TH O MAS `� \ \------------ _ _ - --25 JEFFERSON \� `---------- _ WHIT - FOUNDATION JWBEC 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 \ \ \ eory 839- \ \ — — —-- PROTECT EXISTING TREES TO REMAIN (TYP.) \ \ \ - - - - - _ - - - / 12"DFa- / ,------------- - 12" - -, CONTEMPLATIVE \ \ \ \ \ HICKORY \ \ \ \ \ \ \ \ \ \ \ \ \ — — _ DEC _ / _SITE QEC _ — — _ _ _ 12" \ \\ \ \ \ \\ \ \ \ \ \ \ \ MAPJ�E \ \ I` I \\ \\ \ \ \\ MAPLE- /� �_ '/+��/ // _—_ DE( wWj� 111 O TT839. ( \ \ ` \ ' \ \ \ \ \ \ \ DEC 2p"�KimberlyL Roeser Z .td--bEC i ' lk No. 63054 15" i _' REC 1 \ 1 \ \ \ \ \\ \ \\ `\ `\ `\ `� M PLC \ `\ \ \\ \ \ \ 1 \ \ DEL` 30" ` \ MAPLE ` .. — — ' _ _ _ / \ / NE F!!� S SN — — ,�; ; ' , ' 4T4l�o MAPLE �`_ \ _ j % .\ a �\ S�OQjNLR1 / o' — — ONO DESCRIPTION DATE 6 \ \\� \\` \` \ \` \� \ 15" 'i�'�'i/ / // 01 HICKO�K \ \ \ \ \ `\ ` \ \ w \ — — — _ _ " — — — \ / DEC �' ' �i '�'' / loll / Minor 07�01�22 ` ` \ \ ` • \ \ `fl _ I — — _ j i ��' / / Amendment 1st " \ \ \ \ \ \ CON Submission \ \1 1\ \\ SYCAMORE\ \ \ \ `\ `\ `\ `\ \ \ \ `\ 8"`\ `\ \ `� \ \\ \\ \ O— \ /� 24" MAPLE 11F.C— lol MAPL�C \DEC \ \ mw DE \DEC \ \ \ \ 2„ 2" \ \ B \ ` � �' — _ _ � '? � \ ` — � _ i ' ISSUANCE HISTORY - THIS SHEET awe` \\ \ \ �\\ \\ DES\ \\ \ `"L2 �\\ DEC` — — — — — `--\\ `\\ `\ \ \ \ \ m — HGA NO: 4320-001 00 DEC \ \�\� \ \{ \ \ DEC —828_ _ — — — — — — — _ _ \ \ ` \ \\ ` EXISTING 18" DEC CONDITIONS & \ \ \2" \ \ 1 \DEC \ RED\`\ ` \ DEMOLITION 2"_ PLAN 21, DEC \ ` _ \ ` ^V*N DEC_ ` Cp \ \ E° o DATE: JUNE 28, 2022 \ z PERMIT SET - - - SCALE 1 "=20' 0 20' 40' C2n0 M C) �O Vl LU z U O 0 O U D z OO (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. LEGEND: ^"�,pEc / l ' l ��vv�t,,,, 12" BIRCH ,, Q ' ?64fin{ ' ��..tt..�� 14„ 12" HICKORY HICKORY Q 10" MAPLE 035" POPLAR d 14" BLACK OAK 'I I 12„ BIRCH I RED OAK 8.5' + \ \ \ 7 \ 18„ \ HICKORY + \ DEC P/D: 780002200 THOMAS JEFFERSON {r MEMORIAL FOUNDATION VD sW Dw DB. 2894, PG. 076 KAFKA PATHWAY E:1 (SEE LANDSCAPE PLAN FOR MATERIAL DETAILS) NOTE: CONTRACTOR TO COMPACT FILL TO AT LEAST 95% STANDARD PROCTOR DENSITY. 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 CA TA (2) TIMMONS GROUP CA CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE 22" SUITE 200 DEC CHARLOTTESVILLE, VA 22903 (434) 327-5380 .%Vl, s" } n�, RED OAK kO THOMAS JEFFERSON WHIT FOUNDATION T WDEC 931 THOMAS JEFFERSON PKWY ��ss' CHARLOTTESVILLE, VA 22902 12" CON 12" DEC CONTEMPLATIVE '2 SITE \ SEE LANDSCAPE PLANS FOR DEC / PLANTING/MATERIAL DETAILS A� DEC 12"/ DEC•y, 36- MAPLE 7Ki o T` DEC / Roeser Z 054 � DEC \ / / 24" / DEC / / 18" w6DEC M 00 0 a z SCALE 1 "=20' 0 20' 40' /\NO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission HGA NO: 4320-001-00 1 SITE PLAN DATE: JUNE 28, 2022 PERMIT SET C4,l O �O V`l 1 z LU D O n z O U L0 0 U (CDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ----BVP- - - - BW _- ��---- 837.35' 837.45' -8375 - - TW 838.25' TW 838.25' TB 838.45' TW 838.20' TW 838.20' BW 837.10' BW I BW -- BNL 836.95' --- + 837.10' - - - -Bw -- 837.00' 837.00' BENCH A ENLARGEMENT SCALE: 1" = 5' BW BW BW` 837.35' 837.45' 837.35' TW 838.25' 5' TB 838.45' TW 838.20' TW 838.20' -Bw_ _ 837.10' - - BW 1 BW Bw 836.95 1- _ - _ BW_ 837.10' 837.00' 837.00' BENCH B ENLARGEMENT SCALE: 1" = 5' BW BW BW 835.20' "IZ F 835.20' TW 836.25' TW 836.20. TB 836.35' - 835 BW BW - - �34.85' 835.10' BW - - B\ 835.00' - - & BENCH C ENLARGEMENT \ \ SCALE: 1" = 5' TW 836.20' -BW 835.10' 16" // /,� /,' EC/ / / / / / / ! / , / / / 12"/ RICH HGA / I I 1" /IicKORr I ' I I I I / 1 1 I I I 44 Canal Center Plaza, Suite 100 HICKORYI I I I I I I I I I I I r Alexandria, Virginia 22314 10" MAPLE I I I I I I i i I I I I I I 1 I I I I I I Telephone 703.836.7766 POPLAR I ; 1 \ \ \ Nelson Byrd Woltz 14" I Landscape Architects \ I 1 I I I I I \ \ I 1 I I I I 1 1 I 1 BLACK OAK I I I I I 112" 1 1 1 1 1 1 I I I I I BIRCH I I I I \ \ \ \ LANDSCAPE ARCHITECT 310 LE MARKET STREET \ CHARLOTTESVILLE, VA 22902 RED IPAK li 'i I i II \\ \ \\ \\ \\ \\ \ \\ `� \ _ _ (434)984-1358 1 \ \ \1 I I I \ \ \ \ \ \ \ \ \ ` \ \------------- - ------- ��....% 25" - `\ \ 1 \ `\ \ CATALPA(2) / TIMMONS GROUP Lf?CIVIL ENGINEER 836 \ \ \ \ I \ \ \ \ \ \ \ BE CH,A \ \ \ `\ \ `\ `\\\ \ \ \ \ `� , _ _ - _ _ _ TIMMONS GROUP 608 PRESTON AVENUE �22" SUITE 200 - _ - - - - _ _ - , . - - 4.i.� � CHARLOTTESVILLE, VA 22903 \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - (434) 327-5380 \ \ \ \ \ \ \ \ \ \ A� ` \ \ `\ \ `\ \ \ \ PID: 780002200 \ \ D HA THOMAS JEFFERSON `\ ��-------- - ----- s" - GF2ADE TIN ION ` \ \ \ \ \ \ \ HICkORY MEMORIAL FOUNDATION \ \ 6" RED OAKDW DB.2894,PG.076 \\ \ __--____ / THOMAS \ \------------ - 25" JEFFERSON \ \ \ \ \ \ \ \ \\ B CidB \ \ `\ \ \ `\ \ \\ ` \. \ ---''W WHIT 91,_ _, FOUNDATION \ \\ \ 03 \ \ \\\ \ \ \ \ \\ \\ \\ \ \ \ - - _ _ _ _ _ - ' 931 THOMAS JEFFERSON PKWY `\ - - - - - - - - - - - ' CHARLOTTESVILLE, VA 22902 12" LEVEL S�FEA 834 \ \ \ \ \ \ \ \ \ \ ` `� \ \\ \ \ \ \ \ - - - - - - - 12" SEE DETAIL, SHEE C .1 \ \ \ `\ \ s \ `\ \ \BENCH C� `\ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ _ - , - - DEG ' \ L \ \----- - - - - -- - - CONTEMPLATIVE 12 SITE \ \ 105 \ HicKd \ ♦ \ \ \ \ \ \ \ \ \ - - DEC _ -847 ZZEC 12" `\ \\ \ `\ \ \\ 3�'1\ `\ 'L .\ ♦ \ \ 'Vt.t' \ i \�\ \\ `\ \ \\ \ `\ \\ ���----------� DEG'' i'' '1ls'/ / `vL. \ \ \ \ 1 6�\ DITdH B \ MAPLE \ \) ( l \ \ ` \ \ \ \ ` \ \ \ \ _ _ \ `MAPLE- i % _ j / / _ _ DEC 111 r t CID. 16 \ \ \ \ \ \ c9 �cP \ \ \ \ 112 \ \ \ \ A \ \ DEC CPO 10 CP\\ \ \ --�� _to ///Q / y / n�_ 20"� Kimberl A Roeser109 \DITCH\\\\- i% 15"lilC. Ro. 63i)54 \ tp`\`\\ \ ``'_\'' '/'° _�\\30" - ' i w /�N , i / IONALMAPLE MAPLE__ECO S jtlieg CV)-\_ _ - \ 01 ONO DESCRIPTION DATE 01 Minor 07/01/22 C Amendment 1st 12"\ \ \ \ \ / Submission SYCAMORE \ \ \ \ \ ` \ \� \ \ \ \ �840_ \ / 24" 1 \ \ \ \ \ \ \ \ \ GRADE TRANS7IGN/ ` � \ \ \ \ �-�\+ DEC \ \ \ \ \ 2" \ Q `\ _ _ \ �� DEC \ \ \ 2" \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \\ \\ -BEG-\ \ + \ 1 \ RiC� ___- 8 \ 12" \ \ 2 \ \ \ _ - - _ - - _ 32 ` \ ` - - / i ISSUANCE HISTORY - THIS SHEET \ 9pB` \ \ \ ` \ DEL \ \ ` ` DEC \ \ \ 2 `\ \ \ \ N� 2 _`HGA NO: 4320001 00 DEC \\ \ \ \2 \ \\ DEC _828- VCVI%_ � GRADING & '+.ts'\\` DELI _\ \ \ \\ `,`\ DEC DRAINAGE \ \\2„ �EF PLAN CtEC \ ` \ DEC- �ryr�� \21, DEC- ` \ DEC ' - o DATE: JUNE 28, 2022 PERMIT SET - SCALE 1"=20' C5n0 � \ \ 0 20' 40' •M 0 0 LU D O Q O H� U D z 0 I§DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 1 \ \ I � i i I I i I I \ • \ 1 I 1 \ \ + \ I 1 ++ + \ BENCH. SEE \ V A \ I +�+ \ ARCH DWGS. +\++ + + + EX GRAVEL WALK \ V A \ \ \ \ + + + + BENCH. SEE 1 1 \ \ \ \ \ +++++++ ++\+ ARCH DWGS. +++ \ \ + + \ 1 ++ ,++ \ \ \ + + + + + \ + + + + \/ \\ \ \ \ \ \\ \\ o+++++\ + + + + + + \ (2)FREE-STANDING BENCH; \ \ \ \ ++++++ ++ +\ \ SEE ARCH DWGS----- \ \ \ +++++ ++ + \ CORTEN STEEL \ \ \ \ \ + ++ ++ ++ WALL; SEE ARCH \ \ \ \ wP +\ + + DWGS \ \ \ \ + + + + + + ` BENCH. SEE A \ w +++ ARCH DWGS. \ (2) 8" AREA DRAIN; SEE \\ v o vp + + CIVIL DWG A \ SE v v v + + + + V _ - 0 ovo + + + + WP \ \ - \ EX. 1:10 ROAD \ \ \ ARCHEOLOGICAL \' FEATURE- \ (1) 8" AREA DRAIN; SEE \ \ \ W W \ CIVIL DWG \ ` \ �\ \ Co i \ W- ----- ---- WALL STONE BASE; SEE ARCH DWGS EX. COAL SHED I ARCHEOLOGICAL FEATURE _ EX. BRICK WALK \ \ \\ + + W + \ ALIGN START OF MOWN \ \ \ \ \ \ \ \ FESCUE FOR THE 1:10 ROAD WITH STEEL WALL MOWN FESCUE 1 I \ x o \ \ \ \ \ \ '32.69516i MATERIALS LEGEND SYMBOL PAVING SF/LF DETAIL NO. NOTES WAX POLYMER BASED 4,760 SF 1 /5.00 KAFKA GRANITE, COLOR: RUSTIC WAX KI DECOMPOSED GRANITE POLYMER. CONFIRM COLOR WITH THOMAS JEFFERSON FOUNDATION. sE STEEL EDGING 55 LF 3/5.00 DURARUST STEEL EDGING AT PLANTING BED NOTE: 1. 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. 0 10 20 40 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 MONTICELLO CONTEMPLATI SITE STAMP r0 ,pALTliOFGjC O THOMAS L. WOLTZ Lic. No. 0406000910 /; /\NO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission E NN C) LU O O U z 0 ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. I I 1 I 1 1 \ \ (4) LIRIODENDRON TULIPIFERA, 3" CAL., B+B \ \ I1 \ \ 1 ( (1) MAGNOLIA TRIPETALA, 2" CAL., B+B \ 5 \ V A \ \ \ \ \ (1) CATALPA BIGNONIOIDES, 3" CAL., B+B- 39 v A (1) MAGNOLIA TRIPETALA, 2'' CAL., B+B (1) PLATANUS OCCIDENTALIS, 2" CAL., B+B (1) MAGNOLIA VIRGINIANA, 8-10' HT. \ \ ap \ \ \ \ MULTI -STEM \ L \ (1) MAGNOLIA VIRGINIANA, 8-10' HT. MULTI -STEM EX. SYCAMORE TREE TYP. (1) CATALPA BIGNONIOIDES, 3" CAL., B+B (3) QUERCUS ALBA, 2" CAL., B+B (1) MAGNOLIA TRIPETALA, 2" CAL., B+B- \ \ \ \ \ 1 Q- - - - - -- I��'---- BEDD 29 \ \ B32.69516i NOTE: HGA 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 .4 Canal Center Plaza, Suite 100 APPROVAL BY THOMAS JEFFERSON FOUNDATION. Alexandria, Virginia 22314 Telephone 703.836.7766 Landscape Requirements - County of Albemarle Project: Contemplative Site Total Canopy Property acreage: 868 ACRES Approx. %forested* (existing): 65% Existing forested area: 560 ACRES Area impacted by construction (within L.O.D.): 0.39 ACRES Preserved forested area: 559.6 ACRES Total incl. Canopy Bonus (1.25 preserved area): 699.5 ACRES Required minimum canopy (20% of property area): 174 ACRES Additional Canopy Coverage (Required New Plantings ONLY) 5306 SF/A 2 ACRES *Forested includes garden and landscaped areas with tree canopy coverage. CITY BOTANICAL NAME COMMON NAME CAL SIZE EST. HT. @ PLANTING GROWTH OVER10YR TOTAL HT IN10YR RATIO OF WIDTH:HT TOTAL WIDTH IN10YRS CANOPY @10YR TOTAL CANOPY @10YR 2 Catalpa bi nonioides Southern Catalpa 3" cal. 7 15 22 0.9 19.8 308 616 4 Liriodendron tuli ifera Tulip Poplar 3" cal. 14 25 39 0.6 23.4 430 1720 3 Magnolia tri etala Umbrella Magnolia 2" cal. 10 20 30 0.6 18 254 762 2 Magnolia vir iniana Sweetbay Magnolia 8-10' ht. 6 101 161 0.751 121 113 226 1 Platanus occidentalis Sycamore 2" cal. 1 12 351 471 0.851 39.951 1253 1253 3 Quercus albs White Oak 2" cal. 1 10 121 221 0.81 17.61 243 729 5:tm 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 MONTICELLO CONTEMPLATI SITE STAMP r0 ,pALTliOFGjG O THOMAS L. WOLTZ Lic. No. 0406000910 is /\NO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission E NN ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. NOTE: 1. REFER TO L6.20 FOR PLANTING DETAILS & L6.30 FOR SCHEDULE HGA 2. THOMAS JEFFERSON ARCHAEOLOGY WILL MONITOR ALL GRADING AND DIGGING. \ \ \ \ \ ' O r • 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 -4 Canal Center Plaza, Suite 100 APPROVAL BY THOMAS JEFFERSON FOUNDATION. Alexandria, Virginia 22314 Telephone 703.836.7766 l % l l / / / / / � r r i I / � I � • I / Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT \ \ NELSON BYRD WOTLZ I \ J■■ *■■ ■■ 01 ■*■ ■■ ■ ■ ■ ■ ■■■■■■ 0& \ 310 E MARKET STREET ■ I \ ■ CHARLOTTESVILLE, VA 22902 \ \ ■ it j I \ \ (434) 984-1358 \ \ i l ■ \ \ TIMMONS GROUP 1 CIVIL ENGINEER \ \ I \ ■ \ ` \ \ \ \ \ TIMMONS GROUP I A ■ +++ �� �� \ \ \ \ 608 PRESTON AVENUE \ \ \ 1■ + + \ \ SUITE 200 \ \ \ 1 + \ + + + 1 \ \ ■ \ \ CHARLOTTESVILLE, VA 22903 + \ \ w + \ ■ \ \ \ \ I ■ S35 +++� + +\ \ ■ \ \ ` \ \ ■ \ +4+ 4 V -v ` \ `�;J \ \\ \ ■ SHRUB AND PERENNIAL \ \ \ \ \ `\ ■ ++++\+++ \ \ \ L6.11 PLANTI G PLAN NORTH THOMAS \ \ \ ++++ ++ \ \ \ ,< / o JEFFERSON \ \ + ++ \+++ ' ' \� \ \\ ■ \ \ \ \\ \\ FOUNDATION \ \ ■ \ + + + + + t + + + \ \ \ ■ \ 931 THOMAS JEFFERSON PKWY \ \ \ \ \ \ \ + + + + +\ + + + \ ` \ \ /\ \ / I , \ \ CHARLOTTESVILLE, VA 22902 \ v + + +v\+ \ ■ A v //� \ \ I \ v \v �v ■ + ++ � + + + / ■ \ �/` MONTICELLO � \ ■ + +++ v + + \ v \ ■ y / y \ \ � + �, + +` + + + � � V V v / / � � v>, �v�I � �,� CONTEMPLATI \ + +� + + + + + \ \ \ \ ++++ ++ \ \ /\\ ■ SITE \ + + + + + + o+ + + + + + \ \ \ ■ \/ L� � \ \ \ \ \ + + + \ / / \ \ / j ' \ --- STAMP \■ �\ A \ + + + + v � P ALTH Op ■ \ + _ ■\ , �— OTC �1l' \ ■ + + + — \ ■ \ + °� \ \ \ \ \ \ \ ■� \ + + + + + �+ ^ \ \ \ \ \ ■ \ \ \ ` _ O THOMAS L. WOLTZ ■ � \ \ \ � + \ \ \ Lic. No. 0406000910 + + \ ■ \ \ \ \ \ $35 +++ .\ .\ ■ \ \ ■ � \ , SCAPE AR� \ ■ \ �\�� + \ \ ■ \ _ _ ONO DESCRIPTION DATE + \� ■ - - - 01 Minor 07/01/22 Amendment 1st \■ W w w � � � Submission \. \\ \ \ \ \ \ y, w ■ \ ISSUANCE HISTORY - THIS SHEET \ _ \ - - - - HGA NO: 4320-001 00 \ ■ \\ \ \ /�/ \ \ \ \ i — — SHRUB AND PERENNIAL SHRUB & \ \ ■ \ / w. W\ \ \ \ \ �L - - - — - - _ _ _ - L6.12 PLANTING PLAN SOUTH \ ■ W` Q, ■�---- PERENNIAL \ \ ■ \ _ - - _ _ _ v A� vv� : KEY PLAN t�x , j BED 29 832.695160 DATE: July 01, 2022 \ \ PERMIT SET 0 10 20 40 N L6n 10 NN O 1 LU D O 0 O U z 0 ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. � II \ I I I I I I I � 1 I � i 1 � I I I 1 1 � + I I \ I \+ + + + I I � I I \ I (10) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. I (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. 1 1 (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. / / (3) LEUCOTHOE AXILLARIS, 3 GAL. @ 3' O.C. (5) CALYCANTHUS FLORIDUS, 3 GAL. @ 5O.C. (7) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. (6) LEUCOTHOE AXILLARIS, 3 GAL. @ 3' O.C. \ 8 (1 1) ILEX VERTICILLATA'BERRY POPPINS', 3 GAL. @ 3' O.C. \ + + + + + SEDGE MIX - 560SF \ \ \ (9) CALYCANTHUS FLORIDUS, 3 GAL. @ 5O.C. + I (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. \ + 1+ + I. '. v V v + + + + (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. \ \ \ + + `+ + (8) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. \ �,� v I \ \ + + + v (7) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + + \ (6) LEUCOTHOE AXILLARIS, 3 GAL. @ 3' O.C. + \ (8) CALYCANTHUS FLORIDUS, 3 GAL. @ 5O.C. + + �� + +v � \ \ i + + + + \+ (5) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. \ + + (5) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + +vv + �+ \ vv 'v \ \ \ (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. Al + + + + \ (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. i � + � + + + ++ � � I I k, \ TALL FESCUE + + + +\ SEED MIX - + + + \ '(4) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. \ \ t- + + +MOWN + + + + 4,000sf + + + — (3) LEUCOTHOE AXILLARIS, 3 GAL. @ 3' O.C. + + + + + + + \+ + + + � (8) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + + + + + + (4) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. + + + +\ + + \ \ (9) CALYCANTHUS FLORIDUS, 3 GAL. @ 5O.C. \� + + + + + + + (8) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. N \ \ + + + + + + + (5) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. \ + + + + + I (2) LEUCOTHOE AXILLARIS, 3 GAL. @ 3' O.C. + + + + + (4) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. \ + + + + + _ (6) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + + + I I + + + + (4) CALYCANTHUS FLORIDUS, 3 GAL. @ 5' O.C. \� N TALL FESCUE + SEED MIX - + + (3) LEUCOTHOE AXILLARIS, 3 GAL. @ 3' O.C. p p p \ � � + � \ \ UNMOWN p p + + + + (5) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. 4,OOOsf o 0 0 + + + + + \ \ + + Q`J� JV nVV + + + \ + + + + (76) DENNSTAEDTIA PUNCTILOBULA - 1 GAL @ 18"O.C. + + \ \ ` /\[/� \ \ �A \ + \ (15) CLETHRAALNIFOLIA'HUMMINGBI, 3 GAL @ 3'RD', O.C. + + \ \ \ + + + + + � ■ ■■ i■■■■*■■i\■ ■o■■■■■i.■■■■ ■■■■■■i�■■■■■i ■ ■ W"M ■IF WMEll ■ ■■■��i.■■■■■ + SEE L6.12 FOR SiRUB PERENNIAL PLANTING PLAN SOUTH ` + + + + + + + + NOTE: HGA 1. REFER TO IFOR 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 .4 Canal Center Plaza, Suite 100 APPROVAL BY THOMAS JEFFERSON FOUNDATION. Alexandria, Virginia 22314 Telephone 703.836.7766 PLANTING HATCH LEGEND SYMBOL TYPE SF NOTES + + TALL FESCUE SEED MIX - 4,000 SF HILLSIDE SEATING MOWN AREA TALL FESCUE SEED MIX - 4,000 SF DISTURBED AREA BELOW + UNMOWN STEEL WALL FESCUE _ ROAD; EDGE MOWN M A ALONG WILLOW WALK L EX. FESCUE _ GROVE AREA BELOW UNMOWN STEEL WALL SEDGE MIX 560 SF ALONG FIRST ROUNDABOUT p p p PERENNIALS 150 SF PLANTING BED AT p p p '7 1 BENCHES 0 5 10 20 N Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 t6 e 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 MONTICELLO CONTEMPLATI' SITE STAMP EALTx aFGjc o O THOMAS L. WOLTZ Lic. No. 0406000910 Z. SCAPE AR� LNO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission E NN O V7 LU z U 0 O U Lf V7 O U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. V+++ ++ ++ + + I (2) VIBURNUM PRUNIFOLIUM, 3 GAL. @ 6' O.C. + + + + \ \ \ \+ \ + + + + + \ \ \ ■ \ 4 (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.0 + + + \ \ Ce \ \■ I + + + + + + \+ \ OP \ ■ + + + + + + \ \ \ ■� + + + + + ` F + + + \+ + \ * + + \ \/ ` \I/ \ \ + + o ° o o + + + + + + ■ J G ' '7 ■ (3) SYMPHORICARPOS ALBUS, 3 GAL@ 5' O.C. \\\ \ _ \\N SA\\ * + +\ (3) VIBURNUM PRUNIFOLIUM, 3 GAL. @ 6' O.C. + + + + + + + (4) SYMPHORICARPOS ALBUS, 3 GAL. @ 5' O.C. \ (4) SAMBUCUS CANADENSIS, 3 GAL. @ 6' O.C. �\ \ (3) VIBURNUM PRUNIFOLIUM, 3 GAL. @ 6' O.C. + + + (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.0 \ vI/ ' �A/ \/ SEE L6.1 1 FOR SHRUB & PERENNIAL PLANTING PLAN NORTH ■■�■■■■■ ■�■■■■■ ■■6P■■■■■■6ll 7m—a ■ �■ ■ ■ j■ ■ + +� — �� + +\ + + ` Q7 \ ` \ EX. FESCUE - UNMOWN `� `� `� vv `�� \� 41 � (3) SAMBUCUS CANADENSIS, 3 GAL. @ 6 O.C. (3) SYMPHORICARPOS ALBUS, 3 GAL. @ 5' O.C. (5) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. (5) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. ] \ (6) VIBURNUM PRUNIFOLIUM\3 GAL. @ 6' O.C. 0" (5) SAMBUCUS CANADENSIS, 3 GAL. @ 6' O.C. (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. \ \ \ ( \ v/ (6) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. (6) VIBURNUM PRUNIFOLIUM, 3 GAL. @ 6' O.C. NOTE: HGA 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 .4 Canal Center Plaza, Suite 100 APPROVAL BY THOMAS JEFFERSON FOUNDATION. Alexandria, Virginia 22314 Telephone 703.836.7766 PLANTING HATCH LEGEND SYMBOL TYPE SF NOTES FESCUE _ ROAD; EDGE MOWN M A ALONG WILLOW WALK L FESCUE _ GROVE AREA BELOW UNMOWN STEEL WALL 7+i EX. FESCUE - MOWN; LANDSCAPE ARCHITECT TO LAYOUT MOWN EXTENTS IN THE FIELD TRANSITION TO UNMOWN EX. FESCUE; ALIGN WITH STEEL WALL (1 1) SAMBUCUS CANADENSIS, 3 GAL. @ 6' O.C. (13) SYMPHORICARPOS ALBUS, 3 GAL. @ 5' O.C. (4) SAMBUCUS CANADENSIS, 3 GAL. @ 6' O.C. (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. EX. FESCUE -MOWN 0 5 10 20 N 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 MONTICELLO CONTEMPLATI SITE STAMP 04�$ALTli OF t- O THOMAS L. WOLTZ Lic. No. 0406000910 I; /\NO DESCRIPTION DATE 01 Minor 07/01/22 Amendment 1st Submission E NN O z LU 0 0 0 V7 0 U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 2"-3" ORGANIC MULC TAPER AT TRUNK. BEGIN 3" TC AWAY FROM TRUNK. l' CYPRESS MULCH SHALL BE US z 0 3 REMOVE ALL WIRE STRING FROM ROOTB/ AND ALL BURLAP FRC TOP 2/3 OF ROOTB/ EXCAVATE AMD REPLA, EXISTING SOIL. ADD S( AMENDMENTS IF NECESSA AS DIRECTED BY PROJE MANAGER. WAT THOROUGHLY TO ELIMINP AIR POCKETS. DO NOT TAN B & B TREE PLANTING DETAIL 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 SHRUB SCALE: 1 / PLANTING = 1 '-0" 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 MIN 2X ROOTBALL DIAMETER PERENNIAL & GROUNDCOVER PLANTING CC'AI F• 1 /9"= 1,-n" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAM. WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE PLANT SCHEDULE QUANTITY SPECIES Common Name SIZE SPACING NOTES TREES 2 Catalpa bi nonioides Southern Catalpa 3" cal. B&B As Shown 4 Liriodendron tuli ifera Tulip Poplar 3" cal. B&B As Shown 3 Magnolia tri etala Umbrella Magnolia 2" cal. B&B As Shown 2 Magnolia vir iniana Sweetbay Magnolia 8-10' ht. As Shown multistemmed, 3-5 canes 1 Platanus occidentalis Sycamore 2" cal. B&B As Shown 3 Quercus alba White Oak 2" cal. B&B As Shown SHRUBS 37 Calficarpa americana American Beaut berr 3 gal. 4' o.c. 35 Cal canthus floridus Sweet Shrub 3 gal. 5' o.c. 29 Clethra alnifolia Sweet Pepperbush 3 gal. 4' o.c. 15 Clethra alnifolia' Hummin bird Hummingbird Sweet Pepperbush 3 gal. 3'o.c. 51 llexverticillata'Berry Po ins' Berry PoppinsWinterber 3 gal. 3'o.c. 13 llexverticillata'Mr. Po ins' Mr. Po ins Winterberry 3 al. 3'o.c. 23 Leucothoe Axillaris Do hobble 3 al. 3'o.c. 27 Sambucus canadensis Common Elderberry3 al. 6' o.c 23 S m horicar os albus Snowberr Bush 3 al. 5' o.c 20 Viburnum runifolium Blackhaw Viburnum 3 al. 6' o.c. 36 Viburnum trilobum American Cranberry Bush 3 al. SEDGE MIX - 560sf 310 Carex appalachica Appalachian Sedge plug 10" O.C. 138 Carex enns lvanica Pennsylvania Sedge plug 15" o.c. 215 Carex eburnea Bristle -leaved Sedge plug 12" o.c. PERENNIALS 76 Dennstaedtia unctilobula Ha -scented Fern plug 1 18" o.c. LAWN 8,000 SF I Festuca sp. ITaii Fescue Perennial Rye Mix Seed 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT PERENNIAL AND GROUNDCOVER LAYOUT DETAIL PLAN 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 •0000 e 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 MONTICELLO STAMP �0r $ALTliOFt- . i' O THOMAS L. WOLTZ Lic. No. 0406000910 /ENO DESCRIPTION DATE 01 Minor 07101122 Amendment 1st Submission HGA NO: 4320-001-00 PLANTING SCHEDULE & DETAILS DATE: July 01, 2022 PERMIT SET L6n20 E NN C) O rl z LU O 0 z O I --I U V7 0 U ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.