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HomeMy WebLinkAboutSDP202200050 Plan - Revision 2022-10-19MONTICELLO 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 DB. 2894. PG. 076 ZONING: MHD* *SUBJECT TO ZMA2004-00005 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 & MOORES CREEK* *NEITHER WATERSHED IS A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. NOTES: 1. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. (SDP2022-00050) 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 CIA NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN RF C4.0 SITE PLAN C5.0 GRADING & DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT PLAN L1.00 MATERIALS PLAN L5.00 DETAILS 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: 14 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 MONTICELLO CONTEMPLATIVE SITE Kimberly A Roeser lk No. 63054 10/11/22 I/\NO DESCRIPTION DATE HGA NO: 4320-001-00 COVER DATE: OCTOBER 11, 2022 PERMIT ISSUE Como LU V) I --I w 0- jDDPYRIGHT 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 101 STORM PIPE 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER _ = LIMITS OF DISTURBANCE X FENCE MAJOR CONTOUR XXX MINOR CONTOUR XXX f TC 725.94 PROPOSED SPOT ELEVATION 0 PARKING COUNT ARCHAEOLOGY NOTE 16Vird!91] EXISTING WATER LINE g" Wy PROPOSED WATER LINE -S 6" Wy PROPOSED VALVE ---TI- 6^ Wy PROPOSED TAPPING SLEEVE 10 � PROPOSED FIRE HYDRANT (COMPLETE) SEWER S EXISTING SANITARY SEWER PROPOSED SANITARY SEWER OS SANITARY SEWER MANHOLE ® SANITARY SEWER CLEANOUT GRADING TW = TOP OF WALL BW = BOTTOM OF WALL TB = TOP OF BENCH 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 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 es• TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION General Construction Notes 931 THOMAS JEFFERSON PKWYCHARLOTTESVILLE, 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 M O N TI C E L LO 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 QF 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,`�j, %lf 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 Kimberly A Roeser Z County Engineer, or designee, it is deemed necessary in order to stabilize a drainage F-+ channel. Lic. No. 63054 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic ��0 10/11/22 Control Devices. sSIONALOS 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for ONO DESCRIPTION DATE the Construction Industry (29 CFR Part 1926). HGA NO: 4320-001-00 1 NOTES & DETAILS TE: OCTOBER 11, 2022 PERMIT ISSUE W D Ln Ln I --I 1-I LU tZ (�DDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. A B C D 10" 8" 6.00 9.00 12" 8" 12.00 9.00 12" 19" 6.00 10.D0 15" 8" 18.50 9.DO 15" 1ID" 12.50 10.D0 15" 18" 12, 8" 6.50 25.50 9.D0 18" 10" 1 19.50 10.00 18" 12" 13.50 11.50 18" 24" 15" 8" 7.00 36.50 9.00 24" 10" 30.50 10.00 24' 12" 24.50 11.00 24" 15" 1&00 12,00 24" 18" 11.00 30" 8" 46.50 9.0D 30" I 10° 1 40.50 10.00 30" 12" 34.50 115) 30" 15" 28.00 12.00 30" 1B" 21.00 14.50 30" 1 24" 1 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" )"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 PLANS/TAKE OFF) (MIN. MANUFACTURING (6) ADAPTER REQ. SAME AS MIN. SUMP) ANGLES VARIABLE 0°-36( ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HOPE (ADS N-121HANCOR 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 HO�PE��� SHOWN) 1 - 8'- 30'STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM ASM GRADE 7050.05. 2 - 1T - 30'FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7G5005. B" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USEOFAPVCBODYTOP. SEE DRAWING NO.7001-710045. 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.7001-110065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS NAIIHMNOOR DUAL WALL), N-12 HP, & PVC SEWER (P-38T. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0"TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110012 6 - 17-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - B' & 10' STANDARD GRATES ARE RATED FORLIGHT OUTYAPPLICATIONS 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 8' 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. 7001-11(M 11 FOR NON TRAFFIC INSTALLATION. IV MIN ON 8"-24" (3) VARIABLE SUMP DEPTH 6"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, 8"-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 3130 WERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE 1.23-08 I PHN(770)932-21 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo ast FAX TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT 110iiUE 700)932.2490 w .n oplast-usx REPRODUCTION OF THIS PRINT OR ANY INFORMATION TIRE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 00-12-18 DRAIN BASIN WITH STANDARD GRATE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, SV SPECIFIC WRITTEN �EXCEPT _ OWG SIZE A SCALE 1:40 SHEET 1OF1 DWG NO. 7001-110144 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 HOPE (ADS N-121HANCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40), PVC C90010905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HO�PE��� SHOWN) 1 - 8'-3T SOLID COVERS SHALL BE DUCTILE IRON PERASTM A536 GRADE 705005. 2 - 12-30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 Fi005. B° & 10° SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF APVCBODYTOP. SEE DRAWING NO.7001-1104145. 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.7001-1104M5. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-121141VICOR DUAL WALL), W12 HP, & PVC SEWER (4--36). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING 140. 7001-11G012. 6 - 17-30' SCUD COVERS SHALL MEET H-20 LOAD RATING. 7 - 8' & 10' SOLID COVERS ARE RATED FOR LIGHT DUTYPPPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (5) ADAPTER ANGLES ARIABLE O'-36( ACCORDING TO PLANS 1111d1'11Y THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE 09.1407 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REWSEDBY NMH REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06.12.18 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. a©13ma T DWG SIZE A 1B" MIN WIDTH GUIDELINE 81 (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 -11 D-1 11 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 4' MIN ON 8' -24" ACCORDING TO PLANS 6"MIN ON 30'&36" (6"MIN.ON8"-24",10'MIN.ON30' & 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, 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. 3130 VERONA AVE BUFORD, GA 30518 PRN(770)932.2443 Nylo ast FAX (770)932.2490 NOJNAME w .nyloplast-us.c TIRE DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL 1:40 SHEET IOF1 DWG NO. 7001-110-M 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 �4es•� 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 ►Ti [01 � Ill 0 [N =1 111111D7 CONTEMPLATIVE SITE Kimberly L Roeser Lie. No. 63054 10/11/22 InNO DESCRIPTION DATE HGA NO: 4320-001-00 NOTES & DETAILS DATE: OCTOBER 11, 2022 PERMIT ISSUE C101 w D v7 W (�DDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 7 7/ /1 " 1 / i� / �l LEGEND: I l / I I l l / / l ,' I / 1 I I l ► / ' /l 11 l / /l /l l , �V i-- i REMOVE TREE HGA I l 121/ I et B1/4CH I 41CKORY ' ,C„ I , I I I i I I ( / / / , // // ' 1 1 / I I 1 ' ► I ► I I I I I I I I ( / / 44 Canal Center Plaza, Suite 10( l-IICKORY Alexandria, Virginia 22314 Telephone 703.836.7766 MAPLE I I I / I ► / // I l i ► j I � I I // / i I I I � � I � i i I I ` \ ` \ \ II / II III II I POPLAR it I I II II I I II \ \ \ \ \ \ ` \ \ \ \ ` Nelson Byrd Woltz II 1 14" 1 I l' \ \ \ \ \ \ \ ` \ \ \ ` \ Landscape Architects I I I I 1 I I I i I 1 BLACK OAK I I I 112" 1 I I I I \ \ \ \ \ \ I I BIRCH I I I ' I \ \ \ ` \ \ \ \ ` \ _ _ _ — — LANDSCAPE ARCHITECT II 1 \ \ \ \ \ \ \ \ \ \ \ \ NELSON BYRD WOTLZ _ _ _ — — — 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 \ I 11 \\ II 1 RED\ AK 1 II 1\ I 1 II I \\ \ \\ \\ `\ \\ \\ \\ `\ \\ \ \\ \\ 8�8 \ P \ \ \ \ \ \ _ _ _ _ _ _ (34) 984-1358 \ I \ \ I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V A 1 \ 1 V A \ V A \ V A V A \ V A A CATALPA (2) �. \ \ \ \ I \ 11 \ \ g39- \ \ \ \ \ \ \ \ \ \ \ \ \ — _ -659 -858- 1 4a 1 \ \ \\ \ \\ \ \ \ \ \\-- — — — —— -- — yr —857 \ \ \ 4n ? \ \ \ \ P/D: �80002200 THOMAS JkFFER�ON \ ' - - - ' - \ \ \ HICKORY \ \ \ MEMORIAL FgUNDAT/ON %�� RED OAK -855 - ' ' DB.�894, G. 076\\ \\ `\ Dw - - - 856 WHIT 855 i ' \ 839- \ \ \ . \ \ \ \ \ \ \ \ ` \ `\ \ ` \ � � - - - - - - - - - - - - - 853- - � Bogy / PROTECT EXISTING TREES TO R€MAIN(TYP.) \\ \ \\ \ \ —--------------- 2" � 727 \ \ \ \ \ \ \ 7„ \ \ cS \ \ \ \ \ \ \ \ \ \ \ \ \ \ 8'SO- — — _ DEC—\ _ \ \ \ \ \ \ \ HICKORY \ \ \ \ \ \ — — — — — — - _ - - -- DEB'' \ \ \ \ \ \ \ \ \ MAPLE \ \ 1 J I - \ \ \ \ \ - _ MAPLE- - 839, l ( \ efof ] 16" DEC REC MAPL ` `\ \\ \` \ \ \ 1\ \DE-----%�1`a/rt PTjO 30" \ \ MAPLE .. - - _ - - 'tom / \ / \ \ \ \ \ \ \ \ MAPLE — ` % S�pN \ \ 1 \ \ \ \ \ 6\ �� ` \ `\ \� \ \�\-_ __---_-ice \ Y- 15" V 1 I A \ V A V A A V A HICKO�IC 20 12., \ \ \ \ \ CON \ \1 1\ \\ \ SYCAI�AORE \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ ` \ \ 8., ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �8y�— \ / — 24„ 1 \ \ \ \ \ \ \ \ \ \ \ \ `MAPLE /— — -O�C— `\ MAPLE 838 \ \ \ ` ` ` ` \ \ ` ` ` • � \ \ 2., ``828 \ \DEC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \DEC 2�� DEC\ \ \ \� ` DECcp ` DEC\\ \Q \ \2 \ `\-DEC --828' DELI DEC \ \r• \ 1 DEC \ \ QEo \ \ kvil qEC DEC 21, DEC- - - - - \ BEC00 - r7 \ z - � - SCALE 1 "=20' 0 20' 40' % 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 CONTEMPLATIVE SITE 11'10w - Kimberly L Roeser laic. No. 63054 10/11/22 I/\NO DESCRIPTION DATE HGA NO: 4320-001-00 1 EXISTING CONDITIONS & DEMOLITION PLAN DATE: OCTOBER 11, 2022 PERMIT ISSUE C2n0 (C)DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. LEGEND: APPROX. LOCATION OF HISTORICAL "1-IN-10" ROAD. AN ARCHAEOLOGICAL STUDY WAS PERFORMED PERFORMED AND YIELDED NO REMAINS. THE EXACT LOCATION OF THE ROAD COULD NOT BE DETERMINED, AND NO FURTHER ACTION IS REQUIRED DURING CONSTRUCTION TO PROTECT THE ROAD. \ 16" / EC a DSCAPE PLANS FOR 3/MATERIAL DETAILS 1" DEC P/D: 780002200 THOMAS JEFFERSON MEMORIAL FOUNDATION DB. 2894, PG. 076 PATHWAY (SEE L 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 (2J TIMMONS GROUP CA CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE zr' SUITE 200 DEC CHARLOTTESVILLE, VA 22903 (434) 327-5380 6" DW RED OAK '1�..ttss'' THOMAS Z, JEFFERSON FOUNDATION ''t�P jDEC 931 THOMAS JEFFERSON PKWY �s' CHARLOTTESVILLE, VA 22902 12" CON 12" DEC 12' DEC / 4„ DEC 12"/ DEC MAPLE a / / 20" -ING GRAVEL PATH / / / / DEC / 15" / DEC / N o JI0 30" DEC / / / / /6 NE�oUSpN0?" MAPLE MAPLES �t O R p(NE 610 DEC 2' DEC i / 24" / DEC / 16" DEC a M 00 a z SCALE 1 "=20' 0 20' 40' 15 MONTICELLO CONTEMPLATIVE SITE 1vJ0wA_ Kimberly L Roeser laic. No. 63054 10/11/22 InNO DESCRIPTION DATE HGA NO: 4320-001-00 SITE PLAN DATE: OCTOBER 11, 2022 PERMIT ISSUE C4n0 (C)DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. BW BW BW 835.20' 835.20' 835.35 TW 836.25' kB 6.25' TB 836.35' TW 836.20' .20' — 835 BW BW 835610' BW — �34�85' —j 0' 835.00' — — BENCH A ENLARGEMENT SCALE: 1" = 5' rGaD GND \ 836.00' 836.90' GND � \ 835.96"GND — — — GND _836 S6' BENCH B ENLARGEMENT SCALE: 1" = 5' NOTES: 16' 1. MAXIMUM ALLOWABLE GRADE FOR KAFKA DECOMPOSED EC/ / / / / / 1 / / / / / / o 0 GRANITE PRODUCT IS 8 /o. ANY SLOPES IN EXCESS OF 8 /o HGA REQUIRE KAFKA WAX POLYMER PRODUCT. 2. BENCHES THAT DO NOT HAVE A GRADING ENLARGEMENT SHOWN 12" / i r ON THIS SHEET ARE TO BE PLACED ON GRADE AND SLOPED WITH B#H / 1 I I i / THE PROPOSED GRADE AS SHOWN ON THIS SHEET. l-IICKORYI I 14ICKORY � I I I I I I I I I I � I/ / \ _ - / 44 Canal Center Plaza, Suite 100 Alexandria, Virginia 22314 �I I 10" 1 1 I `v Telephone 703.836.7766 MAPLE 1 1 1 I I I \ I 35' 1 I q I I I \ \ \ \ Ir I 1 I POPLRII / 1 1 I I I I I \ \ `\ `\ `\ `\ Nelson Byrd Woltz 14" 1 I I I' 1 \ \ \ \ \ \ Landscape Architects 1 I I I I I 1 i I I BLACK OAK I I1 II 1 BIRCH 1 I I I 1 I I ( \ \ \ \ \ \ \ ` \ ` \ ` \ \ \ ` \ — _ _ _ — — LANDSCAPE ARCHITECT �--——————— — — — --- NELSON BYRD WOTLZ ____ ` _ _ _ _ _ _ _ 310 E MARKET STREET \ I II \1 I I 1 II I\ I I I I \ \ \ \\ \\ `\ \\ ` `\ \\ CHARLOTTESVILLE, VA 22902 REDPAK \ \ \ \ \ \ \ \ \ \ _ _ _ _ (434) 984-1358 - - - - - - - - - - - - - - - — - - - - \ 1 / \ 1 I I ` \ ` \ \ ` \ ` ` \ \ ` - - - - - - - - - - - - - - - - - - - - - - \\ 25" \\ — CATALPA(2) / TIMMONS GROUP \ 1 \ \ T i g3 \ \ \ \ \\ \\ \ `\ ` ` \ \ \ ` ` \\ \\ \ `\ \ \ —, — / _ — — -859 Q8316CIVIL ENGINEER — — TIMMONS GROUP 608 PRESTON AVENUE 2 SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 PID: �80002200 \ THOMAS JkFFER�ON \\ \—'— — ———— — — — — —— 6" GF X DE T N ION HICA'VUNDA\TIONqRY ` ` ` ` \ \ MEMORIAL F ` \ \ 6 RED OAK / Dw -855� DB. 9894, PG. 076\\\ \ \ _ _ — 856 � THOMAS `\ \\ ` -------------------- , _ - ' /_---wH/; -855 JEFFERSON FOUNDATION ` \ 03 — — , _ 931 THOMAS JEFFERSON PKWY — — CHARLOTTESVILLE, VA22902 12 101 839 ------- -� \ \ \ \ \ �� -\ \ \ \ `\ `- ` ` \\ \ \\ `�------ --- 853-- _ C-09 LEVELS*A 834 ` \ \ ` ` \ \ \ \------------------- — 72„ -' MONTICELLO SEE DETAIL\SHE€T C .1 `\ `\ e \ \ h`\ \ \ BENCH A\ \ `\ `\ \ \ \ \ \ \ \ ` \ \ ` \ \ \ _ _ — ' ' _ _ /DED / ' \ �� \ �, \ `\ \ `\ `\ \ ,----------- - 12" CONTEMPLATIVE \ DEC , SITE \ \ \ \ \ \ / _ -847 ,os DITC}i B MA E _ - - _ - - - DEC TH OF \ \\ \ \ \ \ \ \ \ \ \ \ \ \ 839.\ ( WIT 16 `\ \`\ \\ \\ \ �i ` \ 12 \ ` \ BENC \ DEC \ Kimberly A Roeser 20"� , , Z \ -DEC, — i Lic. No. 63054 � \ \ uA 109 \ DIT H i 1-10 QEc / N _ — — — i .pa 10/I I/22cQv \ \ \ \ 835.2T\ 0\`\ \ ` `\ 1\\ / a 0Pg10 i '/S'SI�'1 \ \ \ 30" \ _ _ {Ct i w OdN 0P° _ '� ONAL 835.83' 30" MAPLE 0� \ \ \ \ \ \ .. - - _ - ? 5 . / \ / E F cj SH \%� \ \ \ \ \ \ \ \ \ \MAPLE _ - _ _ - ' - - %'t&.e'c \ - SJO DINER �i/ / '�i 108 y' 9� ` \ — _ ,a — _ — — / ` / ` — / ONO DESCRIPTION DATE 837.2 `\-_ 15" \ 1 I \ \ \ \ DEC \ SYCAMORE 24" \ II \\ \\ \\ \ \ \ \ \ GRADE TRANSIY40N \ �\ \ \ ` \ T ` ` \/— — — -DEC -- - --- - - - - -- DEq \ \ \ \ \ \ \ \ \ \ \ \ 21, \DEC \ 961 DF\C _W \eo �\\DEC \ \ \--- 2"/-- \ \ \ \\ \ \ \ \ \ \\ \ \\ \ \ \ \\ \\ -BEG-\-- \ \ _ �j, ISSUANCE HISTORY THIS SHEET B78\ \\ \ \\ `\ DEC\ \ \ `.c2 DECK \ \ \ \ \ \ \ \ \ CID _ — — \ `\ HGANO: 4320-001-00 T \\ DEC \ \\\ \ \ \ \ DEC-8?8-_----_- _`-� \ \\ \ \ \�. \ `tA.r �-�___ \ GRADING & DEC DRAINAGE \2EC DEC PLAN \ ` - DEC \ - — 21, DEC--` - \ — \ sEC \ ' o DATE: OCTOBER 11, 2022 — \ z — — PERMIT ISSUE SCALE 1"=20' 0 20' 40' C5n0 (ODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. \\ \ \\ \ \I \ \ \ \III I \\ \ \ \\ I \ \ I \ \ \ \ \ \ \ \ OVERALL DRAINAGE AR€A LEVELSPR R \ \ ` ` TOTAL AREA=\1.023 6 \ IMPERVIOUS = 6.1 Q \\ MANAGED TURF = di8 AC\7--iy \\ \839 \ \ \ \ \ \ m V V A A A A� 839 I v v 84 �\vk 00 \ \ a \ \ \ \ \ \ \ \ \ \ \ inN 0 30' 60 `PR€ DEIVELOPED CONDITION 102: 12" BASIN - REDUCER TO 8" SOLID TOP STA 10+11.79 TOP 832.06 INV IN 829.16 (103) INV IN 829.16 (105) INV OUT 829.06 (101) 100: ES-1 for 12 inch Pipe STA 10+03.28 TOP 829.90 INV 14%28.80 (101) \ DRAINAGE AREA O 1 CH* \ TOTAL A0. \1C \ \ IMPERVtO=\r\7.01 MANAGED T \= 0.2851 AC$� 000 \�\ I 1 I \ \ \ \ `` \ 1 II ja DIRAINAG�AR�AA DITCH A \ \ \ \ \' \ `\ I 1 I 1 TOTAL AREA - 0.251 AG I \\ \ \ \` `\ \ � i � ae { \ 00 I IMPERVIOUS 10.031 AC 37 \II MANAGEOTURF =10.220AG\\ \ \\ \\ \ \ h��\ `\ `\ ♦/ `, 1 \ 00 \ \ ` \ i� \ \ /♦ \\ \\ `\ 836 9 \\ \ \\ \ \ \ ��i� \ \ \ ♦/\ ` \\ 835 \ \ \ I\ \\\\ `\ \\ \\ \�\ \\ \ \ \\ \♦/� \\ \ \\ \\ 4 `/♦ V, \ \\ \ \\ .c\ \\ `\ \ \ `\ `\ \�/♦\ \ \\ \ \\ `\ 4K ♦♦ \` \ \\ \ /y" \\ y \ y\ `\ \\ \ /k \ 834 \ 860_ \\ \ \ \ \ \ \ \ \ \ \ \ y ��\ \\\ \\ \\ -- \ \ \ \ CP \ \+ \ w ` \ \ \ \ ` \ ` \ �` \ DRAINAGE AREA -TO DITCH C \ `,TOTALAREA=0.427AC IMPERVIOUS = 0.049 AC MANAGED -TURF = 0.378-AC,�i ^� \ \ \ 00 \ \ \ \ \ 840 838------- � I ` - -POST-DEVELOP -0ttq ITION 106: 6 " Cleanout STA 10+40.94 TOP 833.77 INV IN 829.67 (107) INV OUT 829.57 (105) 102: 12" BASIN - REDUCER TO 8" SOLID TOP STA 10+00.00 TOP 832.06 INV IN 829.16 (103) INV IN 829.16 (105) INV OUT 829.06 (101) 845 104: 12" BASIN - REDUCER TO 8" CIRCULAR GRATE STA 10+36.66 TOP 833.37 INV OUT 829.66 (103) R40 PROP.GRADE EXIST. GRADE 835 835 26 � 1 830 830 103 101 24.87' OF 8.51' OF 12" H PE 12" HDPE 2.0 % 825 3.00% 825 820 820 9+50 10+00 11+00 STR. 100 - STR. 104 PROFILE HORIZ SCALE: 1 "=10' VERT SCALE: 1 "=1 108: 6 " Cleanout STA 10+19.00 TOP 834.64 INV IN 830.13 (109) INV OUT 830.03 (107) 110: 12" BASIN - REDUCER TO 8" CIRCULAR GRATE STA 10+95.78 TOP 835.35 INV IN 830.44 (111) INV OUT 830.34 (109) 112: 12" BASIN - REDUCER TO 8" CIRCULAR GRATE STA 11+14.60 TOP 834.68 INV OUT 830.63 (111) RdF 840 840 PROP.GRADE EXIST. GRADE 835 835 � 3' 830 _ 830 105 107 J8 7V OF 40.94' OF 3 4T OF 1 ' HDPE 12" HDPE 1 " HDPE 1.00% 1.00E 1.11E 109 825 22. 9' OF 825 iDPE .93% 820 820 M M M 9+50 10+00 11+00 12+00 STR. 102 - STR. 112 PROFILE HORIZ SCALE: 1"=10' VERT SCALE: 1"=1 r 12" HDPE INCOMING PIPE � 1 1 FILTER FABRIC - L- - - - - - - - - - - - - 4" SCH 40 PERFORATED PVC PIPE VDOT STD. No. 1 BROWN STONE RIP RAP. 2"-4" IN SIZE POP-UP EMITTER 12" DRAIN BASIN WITH REDUCER MIN. 18" LONG #4 EPDXY COATED REBAR SECTION VIEW NO SCALE LEVEL WITH EXISTING OR PROPOSED GRADE (2) 6"X6" WOOD TIMBER MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE ANNUALLY, IDEALLY DURING THE NON -GROWING SEASON. SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVEL SPREADER. *LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS PER VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION No. 2: L = 13 LF x Q(1 INCH) CFS INFLOW (1 INCH STORM EVENT USED) L = 13 LF X 0.46 CFS = 5.98'= *13' *MINIMMUM LEVEL SPREADER LENGTH = 13' LEVEL SPREADER DETAIL AND CALCULATIONS No Scale DRAINAGE AREA TO DITCH = 0.25 AC DRAINAGE AREA TO DITCH = 0.34 AC C= 0.42 C= 0.43 TC= 10 MIN TC= 10 MIN 1(2)= 4.03 IN/HR Q(2) = 0.42(4.03)(0.25) = 0.42 CFS 1(2)= 4.03 IN/HR Q(2) = 0.43(4.03)(0.34) = 0.59 CFS 1(10) = 5.30 IN/HR Q(10) = 0.42(5.30)(0.25) = 0.56 CFS 1(10) = 5.30 IN/HR Q(10) = 0.43(5.30)(0.34) = 0.77 CFS V(2) = 1.45 FT/S (ALLOWABLE VELOCITY = 5 FT/S) V(2) = 1.12 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.16' D(10) = 0.18' GRASS LINED DITCH 0 33, GRASS LINED DITCH o ' n = 0.035; SMIN - 2.0% n = 0.035; S = 2°k SMAX = 5.0°k DITCH CALCULATIONS - DITCH A DITCH CALCULATIONS - DITCH B No Scale No Scale DRAINAGE AREA TO DITCH = 0.43 AC C= 0.41 TC= 10 MIN 1(2)= 4.03 IN/HR Q(2) = 0.41(4.03)(0.43) = 0.71 CFS 1(10) = 5.30 IN/HR Q(10) = 0.41(5.30)(0.43) = 0.93 CFS V(2) = 1.66 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.19' GRASS LINED DITCH 0 33, n = 0.035; SMIN - 2.0E SMAx = 5.0% DITCH CALCULATIONS - DITCH C No Scale 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 �es•� 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 CONTEMPLATIVE SITE _r_Ty _ Kimberly L Roeser Lie. No. 63054 10/11/22 IL\NO DESCRIPTION DATE HGA NO: 4320-001-00 1 STORMWATER MANAGEMENT WTI 0 DATE: OCTOBER 11, 2022 PERMIT ISSUE C6n0 LU 'D V I --I LU (�DDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. �\ / / I I \ + + \ \ \ I + 1+ \ \ +v+++ EX GRAVEL WALK \ \ \ + + �. V A \ \ \ + BENCH. SEE \� / + o \ \ + + , 1 1 \ \ \ \ \ +++++++\+ \ \ARCH DWGS. 1 \ V 1 ++t+� \ / I V \ V A \ + +\ + \ v / y \ \ \ \ ++\+ \ + + \+ +v+ V /� \ \ \ 1 + ++ ++++ \ + V 4\ + +\ + + \+ ++ + + + +� \ + + ++++ �3s \ \ + +\ + + \ \ +++++++ + ++ \ \ \ \ \\ \\ (Elf+ +++\ ++++++ (2)FREE-STANDING BENCH; \ \ \ +++++ +� SEE ARCH DWGS \ + + + . � � --- \` + + + + + 4 I CORTEN STEEL ` ++ � CD WALL; SEE ARCH \ \ WP + DWGS \ \ V A \ 4+ + ++ V \1 A \ 9, BENCH. SEE v ARCH DWGS. \ v — V (2) 8" AREA DRAIN; SEE 0 0 0 + -- + \ + CIVIL DWG \ .� \ \ \ \ se o o v�o o 1wFj x \ EX. 1:10 ROAD ARCHEOLOGICAL \ FEATURE \ (1) 8" AREA DRAIN; SEE CIVIL DWG ` V `� �CO � �� ----- ---- WALL STONE BASE; SEE ARCH DWGS \ y I EX. COAL SHED ARCHEOLOGICAL FEATURE EX. BRICK WALK �� + , ALIGN START OF MOWN` FESCUE FOR THE 1:10 \ \ V \ ROAD WITH STEEL WALL _ MOWN FESCUE \ \ � \ 832.695160 MATERIALS LEGEND SYMBOL PAVING SF/LF DETAIL NO. NOTES WAX POLYMER BASED 4,760 SF 1 /5.00 KAFKA GRANITE, COLOR: RUSTIC WAX P 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 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 MONTICELLO CONTEMPLATIVE SITE STAMI o LTH Opr'�� I7L C IL,NO DESCRIPTION DATE I HGA NO: 4320-001-00 MATERIALS PLAN (E)COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY NOTE: 1. LANDSCAPE ARCHITECT TO APPROVE MOCK UP BEFORE INSTALLATION. SEE SPECIFICATIONS 2. LANDSCAPE ARCHITECT TO APPROVE COLOR & CONSISTENCY OF MATERIAL 3. REFERENCE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS M m COMPACTED KAFKA DECOMPOSED GRANITE WITH WAX POLYMER, INSTALLED IN (1) LIFT. KAFKA, COLOR: TBD. COMPACTED AGGREGATE, COMPACTED IN (2) 3" LIFTS, COMPACTED TO MIN 95% DENSITY COMPACTED SUBGRADE POLYMER BASED DECOMPOSED GRANITE PAVING ADJ EXISTING PLANTING BED HOLD FINISHED GRADE OF PLANTING 2' BELOW FINISHED GRADE OF PAVED AREA 4'X5" DURARUST STEEL EDGING W/ 16"X15" STL STAKES @ 18" OC, 8" OVERLAP OF SEGMENTS ADJ EXISTING GRADE OR PAVED AREA, SEE PLAN NOTE: SUBMIT SAMPLE OF STEEL EDGING TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION STEEL EDGING SCALE: 1" = 1'-0" ADJ EXISTING GR"^� SECTION A RIVER ROCK WITH STEEL EDGING 4 HILLSIDE BENCH L5.00 SCALE: 1 /2" = l'-0" SH-TinN GRADING ENLARGEMENT STEEL WALL; SEE ARCH DWGS STONE PLINTH BEYOND; SEE ARCH DWGS ADJ EXISTING GRADE OR PAVE AREA, SEE 1-1.00 SEE ARCH DWGS FOR BACKFIL CONCRETE FOOTING; SEE ARC DWGS 4" DIA. PERFORATED DRAIN PIPS WRAPPED IN FILTER FABRIC PEA GRAVEL SURROUNDING DRAIN PIPE, CONNECT TO STORMWATER DRAINAGE; SEE CIVIL DWGS FOR LOCATIONS �� POLYMER BASED DECOMPOSED GRANITE PAVING BENCH; SEE ARCH DWGS CONCRETE FOOTING; SEE ARCH DWGS 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 CONTEMPLATIVE SITE STA I o'�r �gALTH Op LI o c� IL,NO DESCRIPTION DATE I HGA NO: 4320-001-00 DETAILS DATE: October 11, 2022 PERMIT ISSUE L5mOO LU V) V7 I —I LU IZ ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY �\ // 1 \ \ (4) LIRIODENDRON TULIPIFERA, 3" CAL., B+B \ (1) MAGNOLIA TRIPETALA, 2" CAL., B+B \ 1 (1) CATALPA BIGNONIOIDES, 3" CAL., B+B (1) MAGNOLIA TRIPETALA, 2'' CAL., B+B 7, x J (1) PLATANUS OCCIDENTALIS, 2'' CAL., B+B \ (1) MAGNOLIA VIRGINIANA, 8-10' HT. \ co MULTI -STEM L \ � - \ A A i-op _ (1) MAGNOLIA VIRGINIANA, 8-10' HT. MULTI -STEM EX. SYCAMORE TREE TYP. 1) CATALPA BIGNONIOIDES, 3" CAL., B+B \ 83a - — — (3) QUERCUS ALBA, 2" CAL., B+B (1) MAGNOLIA TRIPETALA, 2" CAL., B+B - -02& \ I NOTE: HGA 1. REFER TO L6.20 FOR PLANTING DETAILS & L6.30 FOR SCHEDULE2. 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 ind. 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. QTY BOTANICALNAME 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 occidenWis Sycamore 2" cal. 1 12 351 471 0.851 39.951 1253 1253 3 Quercus albs lWhite Oak 1 2" cal. 1 10 121 22 0.81 17.61 243 729 5306 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 CONTEMPLATIVE SITE STAMI r '�� LTH Op 1'I o c� IL,NO DESCRIPTION DATE I HGA NO: TREE 4320-001-00 PLANTING PLAN 1 " = 20'-0" (E)COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY / ' / \ NOTE: 1. REFER TO L6.20 FOR PLANTING DETAILS & L6.30 FOR SCHEDULE HGA 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 x Telephone 703.836.7766 o i A Nelson Byrd Woltz Landscape Architects 1 LANDSCAPE ARCHITECT I NELSON BYRD WOTLZ I I J■■■■ ■■ , i■�■�■■ ■ ■ ■ ■■■■■■■■IL \ 310 E MARKET STREET ■ ■ CHARLOTTESVILLE, VA 22902 1 ■ \ \ (434) 984-1358 ■ \ TIMMONS GROUP CIVIL ENGINEER 1 I A ■ \ \ \ TIMMONS GROUP 1 I � � ■ � + + + ' ' � � v v v v v � � � 608 PRESTON AVENUE \ \ ■ + V �SUITE 200 1 \ I \ +I CHARLOTTESVILLE, VA 22903 + + (434) 327-5380 \ + �+ ■ 835+�++� \ ■ \ `\ + + 4 ■ A SHRUB AND PERENNIAL 1 A ■ ++ �� v A L6.11 PLANTING PLAN NORTH THOMAS \� + + + \ � � \ ,< / o JEFFERSON \ '�\ ++++ ;+++ ` �\ FOUNDATION \ \ \ + + + + \ v 931 THOMAS JEFFERSON PKWY \ \ + + + + +\ + +v+ ' v ��'I CHARLOTTESVILLE, VA 22902 V \ \ \ + + + ■ �� �� + + + + +\+ + \ ■ 7 + + + V A ++� +++�+`++++ �+ 39 ` ��� ��, y A MONTICELLO \ _ �v ++ + + + + + '. _ i� CONTEMPLATIVE \ + +++++ + + + SITE +� + + + �A \ y . �� ++++ \■�■■■■�■■� o + + + +� + + \ ■ \ + ■ i +++++ ++++ / A �- --860_ STAM- ++ +++ ■ A + + + + + + + GIB ■ \ �■ v V ■`��� c ■ + + + + O ■A + + + + + \+ \ THOMAS L. WOLTZ Lic. No. 0406000910 S � � '� '� � \ ■ \ � \ + +� � \ � ■ � � CAPE AR V \ \ wvv w �_� + + + ■ LNO DESCRIPTION DATE \ O I■ \ � � � \ � w w w � ISSUANCE HISTORY - THIS SHEET HGA NO: 4320-001-00 Q SHRUB & w� i w � � — — � � SHRUB AND PERENNIAL \ \ - - - — - - L6.12 PLANTING PLAN SOUTH PERENNIAL I \ ■ _ �� �� w w��w �� ��------, \�v,�.� KEY PLAN 832.695160 \ ■ \ — — \ DATE: October 11, 2022 PERMIT ISSUE L60 1 �j— ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY 1< � I i i T (10) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3O.C. (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. \ (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. (3) LEUCOTHOE FONTANESIANA, 3 GAL. @ 5O.C. (5) CALYCANTHUS FLORIDUS, 3 GAL. @ 5' O.C. \ + (7) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. (6) LEUCOTHOE FONTANESIANA, 3 GAL. @ 5' O.C. \ (1 1) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3O.C. \ \ (287) SPOROBOLUS HETEROLEPIS, PLUGS @ 18" O.C. - 560SF \ \ (9) CALYCANTHUS FLORIDUS, 3 GAL. @ 5O.C. (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. \ + + + + �� (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. \ + + `+ + (8) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. + + + \ I v �v (7) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + + + + + \ (6) LEUCOTHOE FONTANESIANA, 3 GAL. @ 5' O.C. + + + (8) CALYCANTHUS FLORIDUS, 3 GAL. @ 5' O.C. + + + + \+ (5) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. \ + + i\ (5) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3O.C. + � +\ + + + + + + v+ + + \+ + \ + +\\- + \ (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. V A / Al + + + + + + J + (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. + + ++ � � � I� k � / \ TALL FESCUE + + +\ + \+ + \ '(4) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. SEED MIX - + +MOWN + + + + 4,000sf \ + + \+ $ - (3) LEUCOTHOE FONTANESIANA, 3 GAL. @ 5' O.C. + + + + +\ + + v , + + + + \+ + + (8) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + \+ + +A \ \ + + + + \ + + + (4) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. + + + +\ + + �� �� \ (9) CALYCANTHUS FLORIDUS, 3 GAL. @ 5' O.C. + + + + + + + (8) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. + + + + + N + + + + + +�� (6) CLETHRA ALNIFOLIA, 3 GAL. @ O.C. + + + + + + (2) LEUCOTHOE FONTANESIANA, 3 GAL. @ 5' O.C. \ \ + + + + + + + + + + (4) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. \ + + + + + + + + — —------�-- \ + + + + + + + + \ ' (6) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + + + + + + (4) CALYCANTHUS FLORIDUS, 3 GAL. @ 5' O.C. \ v + TALL FESCUE SEED MIX - p p + + (3) LEUCOTHOE FONTANESIANA, 3 GAL. @ 5' O.C. p i + UNMOWN 77 + + + + 4,000sf o 0 0 0 (5) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. � + + + + + � '7 q '7 7 ✓� �\ �\ + 7 7 + + + + + (76) DENNSTAEDTIA PUNCTILOBULA - 1 GAL @ 18"O.C. + + \ �� ✓� w v ` (15) CLETHRA ALNIFOLIA'HUMMINGBIRD', \ 3 GAL @ 3O.C. + V -4�L L + + + \ + + + + + + + ■ ■■ i�■■■l�■■i\■ ■■■■■■■i.■■■■■M7 ii■■■■■i,mMMMMMMI SEE L6.12 FOR SHRUB & PERENNIAL PLANTING PLAN SOUTH + + 1+ i + + + + + + + + + \ + + + + + II* ■ ■ �■ ■0 ■*■ ■ ■■■ ■■■■ + + + + + + + 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. 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 ORNAMENTAL 560 SF ALONG FIRST GRASS ROUNDABOUT p p p PERENNIALS 150 SF PLANTING BED AT p p p p 1 BENCHES 0 5 10 20 HGA .4 Canal Center Plaza, Suite 10C Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 TIMMONS GROUP CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 THOMAS JEFFERSON FOUNDATION 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 MONTICELLO CONTEMPLATIVE SITE STAMI er o��gALTH Op LI o c� IL,NO DESCRIPTION DATE I HGA NO: 4320-001-00 SHRUB & PERENNIAL PLANTING PLAN NORTH 1' = 10'-0'' DATE: October 11, 2022 PERMIT ISSUE ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY + + + + + +�� +: \ \ + + + + + + + + + v � v v + + + + + + � (2) VIBURNUM PRUNIFOLIUM, 3 GAL. @ 6' O.C. + + + + ° \ \ \ +\ \\\\ \ \+ + + + . . v . (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.0 + + + \ Cr) \ — / \ + + ` + + + + \+ .v \ 77 \ \ + '7 77 + + + + �. + + o o o o + + + + + + C7 �7 �7 yV �� v + / 7 7 + + + x \ 0 (3) SYMPHORICARPOS ALBUS, 3 GAL. @ 5' O.C. + + n \\ w (3) VIBURNUM PRUNIFOLIUM, 3 GAL. @ 6T' O.C. + + (4) SYMPHORICARPOS ALBUS, 3 GAL. @ SO C 7 \ \ 0 \ (4) SAMBUCUS CANADENSIS, 3 GAL. @ 6' O.C. � v �� �v v 1tv L + + + + + SEE L6.1 1 FOR SHRUB & PERENNIAL PLANTING PLAN NORTH + + + + + co` \ ` EX. FESCUE - UNMOWN (3) SYMPHORICARPOS ALBUS, 3 GAL. @ 5' O.C. �� A (5) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. \ p \ \ \ J \ \ e V A \ \ \ \ \ , \ (4) VIBURNUM TRILOBUM, 3 GAL. @ 6' O.C. \ \ \ \ q o NOTE: HGA 1. REFER TO L6.20 FOR PLANTING DETAILS & L6.30 FOR SCHEDULE2. 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 ■ EX. FESCUE - MOWN; LANDSCAPE ARCHITECT TO LAYOUT MOWN EXTENTS IN THE FIELD + TRANSITION TO UNMOWN EX. FESCUE; ALIGN WITH STEEL WALL T (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. @ & 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 CONTEMPLATIVE SITE svA I er o��gALTH Op o c� 7 1. / IL,NO DESCRIPTION DATE I HGA NO: 4320-001-00 SHRUB & PERENNIAL PLANTING PLAN SOUTH 1' = 10'-0'' DATE: October 11, 2022 — PERMIT ISSUE L6m 12 Uj (n a ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY 0 2"-3" ORGANIC MULC TAPER AT TRUNK. BEGIN 3" TC AWAY FROM TRUNK. I CYPRESS MULCH SHALL BE US z 0 1 REMOVE ALL WIRE STRING FROM ROOTB/ AND ALL BURLAP FRC TOP 2/3 OF ROOTB/ EXCAVATE AMD REPLAI EXISTING SOIL. ADD S( AMENDMENTS IF NECESSA AS DIRECTED BY PROJE MANAGER. WAT THOROUGHLY TO ELIMINP AIR POCKETS. DO NOT TAN 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 B & B TREE PLANTING DETAIL CC'AI F• 1 /7'= 1' n,, 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" = V-0" 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 Callicarpa americana American Beautyberry 3 gal. 4' o.c. 35 Cal canthus floridus Sweet Shrub 3 gal. V o.c. 30 Clethra alnifolia Sweet Pepperbush 3 gal. 4' o.c. 15 C/ethra alnifolia' Hummin bird Hummingbird Sweet Pepperbush 3 gal. 3'o.c. 51 flex verticillata'Berry Po ins' Ber Po insWinterber 3 gal. 3'o.c. 13 fexverticillata'Mr. Po ins' Mr. Po ins Winterber 3 gal. 3'o.c. 23 Leucothoe fontanesiana Mountain Do hobble 3 gal. 5' o.c. 19 Sambucus canadensis Common Elderberry 3 gal. 6' o.c 23 S m horicar os albus Snowberry Bush 3 gal. 5' o.c 5 Viburnum prunifolium Blackhaw Viburnum 3 gal. 6' o.c. 21 Viburnum trilobum American Cranberry Bush 3 gal. 6' o.c. GRASSES - 560sf 287 1 S orobo/us heterole is Prairie Dro seed plug 18" o.c. PERENNIALS 76 Dennstaedtia punctilobula Hay -scented Fern plug 18" o.c. LAWN 8,000 SF I Festuca sp. ITall 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 SC'AI F• 1 /4,, = 1'-n" County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved. 0 Limits of clearing (outside dripline of trees to be saved); (a Location and type of protective fencing; ® Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markin2s: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eouipntent Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. H. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level trust be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneline: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CON FER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Gardiner Hallock CONdn-ty jrnMrHGndn.-I IF. k DN <n-C,a.Nrc, Hecock. 0-1 K, o"•gntmaM1nn. •mall-ahnlb ktr W.Plcwq <-US W" 2022 to it 09A599 114roa 10/1 1 /2022 ONN N R SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 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 CONTEMPLATIVE SITE STA I o��gALTH Op f t f o c� Lic. No. 0406000910 IL,NO DESCRIPTION DATE I HGA NO: 4320-001-00 PLANTING SCHEDULE & DETAILS DATE: October 11, 2022 PERMIT ISSUE L6..20 LU D V) U0 1-4 1C G W a— (E)COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY