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SDP202200050 Plan - Approved Minor Amendment 2022-11-10
NOTES TAX MAP PARCEL AND OWNER INFO ZONING: MHD* *SUBJECT TO ZMA2004-00005 TM P 7800-00-00-02200 THOMAS JEFFERSON MEMORIAL FOUNDATION DB. 2894, PG. 076 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 I�:Z.7:Z��.`1�•1�r.`leil�.7�rr�rl�l��r�>��L�i�.`tT1�G� 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. 11 ME tj I ISO 07/01/2022 VICINITY MAP 1=1000' ARCHITECT: 7L�1�1 44 CANAL CENTER PLAZA, SUITE 100 ALEXANDRIA, VA 22314 CONTACT: SCO17 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 r Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN 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 444 Carial Center Plaza, Suite 10 Alexandria, Virginia 22314 Te.1.e p h o n e '703'836.7766 Nelson Byrd Woltz Landscape Architects LANDSCAPE ARCHITECT CIVIL ENGINEER TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 (434) 327-5380 931 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 MONTICELLO CONTEMPLATIVE SITE '�H ©, If -A. Kimberly A Roeser Lie. No. 63064 10/1 l /22' sIDNAL ONO DESCRIPTION DATE ISSUANCE HISTORY - THIS SHEET H GA NO: 4320-001-00 DATE: OCTOBER 11, 2022 PERMIT ISSUE (j�DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. GENERAL NOTES 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. WI- ERE 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 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN LEGEND ROADS 101 STORM PIPE 100 100 STORM MANHOLE DROP INLET & STRUCTURE NO. CURB CURB & GUTTER LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR f TC 725.94 PROPOSED SPOT ELEVATION 0 PARKING COUNT ARCHAEOLOGY NOTE 6" W -®-- 6" W ----�-I- 6" W WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) MEMO .................. EXISTING SANITARY SEWER PROPOSED SANITARY SEWER Q SANITARY SEWER MANHOLE ® SANITARY SEWER CLEANOUT r,DAnTNlr, 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 Dotes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 ('DOT). 'This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the pennit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 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 f'et tilized, 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. S. 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 the Construction Industry (29 CFR fart 1926). 44 Canal Center Plaza., Suite Ina Alexandria, Virginia 22314 Telephone 703.836,7766 Nelson Byrd Wol - 6, nds e Architect, LANDSCAPEARCHITECT 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 TH Ok 01*N Kimberly L Roeser 'Z' U Lie. No. 63054 10/11/22 ' SIONAL ONO DESCRIPTION DATE ISSUANCE HISTORY - THIS SHEET HGA NO: 4320-001-00 NOTES & DETAILS \ � DATE: OCTOBER 11, 2022 PERMIT ISSUE C 1NO W Cn CJ� H H W (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. B I r ACTUAL REDUCER MAY BE ASSEMBLED C MIN / USING MORE PIECES THAN SHOWN. I CONE STYLE REDUCER 6'10""IMIN A B B Q ON 30" 101, 8" 6.00 9.00 12" 8" 12.00 9.00 (1, 2) INTEGRATED DUCTILE IRON FRAME &GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 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-12/RANCOR DUAL WALL, ADS/RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/G905, CORRUGATED &RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12'- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING N0.7001-110-045. 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING N0.7001-110-065. 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM 70 ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), N-12 HP, &PVC SEWER (4" - 36"). 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 • 8" & 10" 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 PLANSlTAKE OFF} 18" hr(fN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE ( 5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE VARIABLE 0° - 360° - DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. r 4" MIN ON 8" - 24" (3) VARIABLE SUMP DEPTH 6" MIN ON 30" & 36" ACCORDING TO PLANS (6" MIN. ON 8" - 24",10" MIN. ON 30" & 12" MIN. ON 36" \ % y BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8" - 36" CLASS Il, OR CLASS III MATERIAL AS DEFINED 1N 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 EEC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR I.ICENSETHE USE OF THE DES4G4! OP. DATE 1.23.06 PHN (770) 932.2443 ���"�'�• Sr?,Y.{T12)232vAJb TECHNICAL INFORMATION SHOWN HEREIN ��})� www.nyEopiast-us.com REVISED BY NMH PROJECT N0.1NAME 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 STANDARD GRATE QUICK SPEC INSTALLATION DETAIL €S FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. cnais NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001.110-144 REV J NYLOPLAST DRAIN BASIN WITH SOLID COVER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP)3 (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12IHANCOR DUAL WALL, ADS/RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED &RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8'- 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" 810" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING N0.7001-110-045. 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING N0.7001-110-065. 4 - DRAINAGE CODlNECTIOP! STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), N•12 HP, i£ PVC SEWER (4" - 36"). 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012. 6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18"MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (6, 7) 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, VARIABLE 0° - 360° TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING N0.7001-110-111 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.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL 8E 36" +-- PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 09.14.07 TRANSFER. OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY GATE 06 12-18 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.. cn013nvLOPtasr DWG SIZE A SCALE 1:40 SHEET 1 OF 1 50. 3130 VERONA AVE BUFORD, GA 30518 Nyl list` PHN (770) 932.2443 FAX (770) 932-2490 www.nytoplast-us.com TITLE DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL DWG N0. 7001-110.298 REV E 44 Canal Center Plaza, Suite'I00 Alexandria, Virginia 22314 Telephony 703;836. ,COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. lu A TIMMONS GROUP 7 / " I � / i ; I 1� I ; � .. ---- - "I , . I I I I 11 I /1 / I .".. , I ; � / I . i , I I? e I i 11 , � ( .. i f / / i e '... 1 J� ., i IeI I e1 fI f, /I .. ". . I... ..I .." ..%.-. ". . , 1... . '. .. ..., .. ., .- . .. X. ...... — .......L. E-1G-1. 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",- .. &;f, . .-, 1 .1..I ,I1-',/.-. - _.,� , ,�,- ," , I.- �w ..I -,, .. .1.,..".,." .1 - . 11 " ,1 , -_ _I %, `, ", �,� 11- ..." , . . I &t1 .. .. . 1\ , 01I._ I 1 , . -`, ./-. .� : ,, \I% % %. , 4 ., , ,." , , - ".. -J1 I 1�" , .�-.. 1�1;1 ",,.. ,,/%.3 I 1 I,- . 11I �,i ... _, -�,,I/ ./," "•, r%i ,`. : : -8 -\ .- 01,1 .. � � ".�. 6 I ,zp ,-" � \ I �� ...... ...... I .� "'. ", I`. .1, , I., - ,-11_� �, ,?, -c" " > . % .. co . % "I. .--- .. I., I � , -_ _.- ".. -1 11%-�,✓�,--, .,% 1�_.. .,. I...... , .. e,��, , , " 1. 0 , I .> -,, 1 "I ' I1�* I % ,, "' ,;Vv,n- _... ....I ...'....11 I _". ' / " '. , "' \ .- ". 1, �1� 11 .,v-,-, %""11� 11 . . "".,�_;1" -_ "'. -_ . ,,, ". � I .. 1. `%� % ...... , "I ."'. ,�. " , . . � , .. , '. .. , . 4�P'11 .. .1', 1--, I ., , ., ., I "', ..... __ , ,,, , . . "'. -.1 , , _� I ". 11. , '. " , . "V�I1"-1"1 I.I I; --;. %--I l,"1PRE-1DEVELOP ,, ., ill ,,��_ .,A I ; �44'11 � I �- - s ; I i I I : I. , ;.1.1, i f . 11 I' I I I ; I I . I I . : I I I I : I ; � I 11 I I I I . - I z� ,� ,� %� , f I i 3 1 ; ; _,�. ; � , f. .� ; I I I I -J� �-- I I � f I . I I , , 'Irl-w I f � I i � s - s I : " I,< / . 11 "..... , I I i ., I I I I I I I , I I I : . I ; I/ 1. I I I I .A, . -1 . ; I ; / I I 1 1 1 , $ 3 I I "... I I , I I I ,-1 ....... s � I I I , . . . . 1,I , ,; I ;1; ; I -;1,,�,�:/iI I y ,M`'IIII 111 1 I% t ., .101111111,1i lo- I I ; ; � • ; , I ."I .. I, ._.1. I, I%I ... v .- . 1 i .�C " , .-' I , !" ;.\I C, ,.._%. ..,-; . , .. . .' ,. ,I�..1 .I --_ % 4 . 1. I . 0 . I.. "'..� �, % .. .I .. ",.�..h,I I - "- I1 A .. ..1.,1 `I. I '1" 0 1 , --- I- - % ,1 .. ..I ."x , . 0 ..l 11. , "% . ,\ , , "- ` , � .- . 1I 11_ 11.1.. _. " - ... 1 . I. .--.. 4. - I1. I, ' 1 .�.- , ' .' ," ...-1.. "- -.,,. . , " -, I--, _ .� 1- Q-1,1 c.1 ".,`... ., .- -, I, 1\ � -— .`I,.. � , 1, _ e_- , ,1. I 1 , ,, ' DRAINAGE AREA A DITCHA ; e r, TOTAL AREA - 0,251 AT ,0..0 . " �10,. " l I , 1 1'l1 . �- 1 ,,/I IMPERVIOUS 0.031 AC , "-,1"�A MANAGED TURF -0.220 AC " / 837 1i 0 1, 100* * 1 .)VERALL DRAINAGE AREA -TO , 00� /1 LEVELSPREAPR - '% ,% 11 ' I � %�TOTAL AREA = \1.023.AC B36 k\01 -0.N I , \ IMPERVIOUS= 6.139AC \\ I , MANAGED TURF = 0.88,AC% % � 0;l . . e,, ; ,-1" ,,, 835 "A/ln " e I j*11\ —1 4 *l. - ... 1% ' .1l " _ , .. I .I% J I � 1."N ..1), "I�� , ,p ;\ " , I ' 0 ` \ \ ,. "101' ,- ff "'1 11 --- \ 1% ". l y'�vw,' " l) i V1 .,,, ,�,l , 0 .,,834 1�� . �, /l" � a ,� / � 1 "ate1 _DRAIN AG91ATO 1DITCH ..q 1" I " f,;",TOTAL A�EAO1'"3kd.A/'� IMPERVI-OU9051AIs/ .\,"�, ,; MANAGED TJ-,=0.28%5 A ... �, " I ,/", �." --, " - a .;� W -6 -- 1, , ...." DRAINAGE AREA -TO DITCH C1 1 t. %.11., � . o ` TOTAL ARA=0.427 AC ,- \ % . .- - IMPERVIOUS0.04AC IA = -� MANAGED-TU.8roA � / ,/ �"' 1.1 -�)'4. -% 5\ 1; / - 11 1 "�� ., " % ."• ,. ,...", 11 : !ID !-/`/ '_1_�, ,,_t\ _.. - - ` , __11,♦ ,._'\. .. .-.. -/< I� --1'l. _... . /;" 11'' �� _� I�,,J/, l . FNl ", I , ,. `%"..-".. .1. 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'I"��,%, -I ... 1".1f -,, , - I 11 -_ 108: 6 " Cleanout STA 10+19.00 TOP 834.64 INV IN 830.13 (109) 106: 6 " Cleanout- INV OUT 830.03 (107) STA 10+40.94 110: 12" BASIN - REDUCER TO TOP 833.77 8" CIRCULAR GRATE INV IN 829.67 (107) STA 10+95.78 INV OUT 829.57 (105) TOP 835.35 102:12" BASIN - REDUCER TO INV IN 830,44 (1 I 1) 8" SOLID TOP INV OUT 830.34 (109) 102:12" BASIN - REDUCER TO STA 10+00.00 112:12" BASIN - REDUCER TO 8" SOLID TOP TOP 832.06 8" CIRCULAR GRATE STA 10+1 1.79 INV IN 829.16 (103) STA 11 +1 4.60 TOP 832.06 INV IN 829.16 (105) TOP 834.68 INV IN 829.16 (103) INV OUT 829.06 (101) INV OUT 830.63 1(11 1) INV IN 829.16 (105) 845 A - 845 INV OUT 829.06 (101) 104:12" BASIN - REDUCER TO 1 I I I I : : ! : I I � i : : : : 100: ES-1 for 12 inch Pipe- 8" CIRCULAR GRATE I I STA 10+03.28 STA 10+36.66 I I I . I I I : : : ;� : : : TOP 829.90 TOP 833.37 I ; 1 I I : : ; : I : : : INV IN 828.80 (101) INV OUT 829.66 (103) 1 ` ; 40 .8-------- r- I . I 1 840. . 840 � ; � : : : : . i I : : : 840 1 PROP. GRADE . PROP. GRADE : : : : : -EXIST. GRADE --EXIST. GRADE : ,835 ...................... � ...... I ...... � � . .1� 835 � .... � ........ ...... � .. ........... � ....... ...... � ....................... I 835 _-, : : : : r---- : : 835 : : � .77s, :-I-- � ; I 7 . . : f I 1 : : : F_ : : 31 : / I . : I I 1� - 2.6" : : : : : : :: � ! : 1 830 .. ........ � ..... ....... ..... . � � � 830 .......... ......... 1� .. . ............................................. 830 _- 11 : : : 830 � - - . � � � ' 10 ; I : 18781 OF : ? : 101 � - 103 � � 40.941 OF 3�.47' 0 F . :'HDPE I : : !'HDPE : 12, : : . 8.51'OF � � 24.87'�OF � I 1 I 1211 HDP E 121 . : : g 1.000/0 : : : 12" HDPE 12" HOPE � I 2.OQ% ; ! I I @ 1.000/0 I . 01.110/0 : I I : I , : : . 09i : : qg�� .... _@..3.00% .................... .. 1 ........................................... @ ; '. 825 1- . . .............................. ....... 825 1. I I 1 I : : : : I : : 22.WOF : I : 825 � .1 I � � ------,�- I ----,--"",-,---,�. I ; --- : � ir : 12 R C��� : I : � � � . I I I I I I I I I : : : @ 0.93% : : I : 820 1 . . � , � � � � 820 I . . 820 I I I I I I 1. : : : : : . I . : ! : ; ; : I I ; I : 820 - 't- 9+50 10+00 11+00 STIR. 100 - STR. 104 PROFILE HORIZ SCALE: 1 "= 1 Of VERT SCALE: I "=1 9+50 10+00 11+00 12+00 STR. 102 - STR. 112 PROFILE HORIZ SCALE: 1 "=1 Of VERT SCALE: 1 "=1 EX/STING GLADE 1 12" HDPE INCOMING PIPE 1. 5' I I FILTER FABRIC 4" SCH 40 PERFORATED PVC PIPE VDOT STD. No. I BROWN STONE RIP RAP, 2"4' IN SIZE FULL LENGTH 6"X6" TOP TIMBERWOOD f (TY P.) POP-UP EMITTER 12" DRAIN BASIN WITH REDUCER TMIN. 18" LONG #4 EPDXY COATED REBAR SECTION VIEW NO SCALE 18" LONG #4 EPDXY - COATED REBAR (TYP.) LEVEL WITH EXISTING OR PROPOSED GRADE (2) 6"X6" WOOD TIMBER 0 0 � 0 ---*.- - " " I :1 _'l, ." � , " _/f -1:1.1.1-14 ,�,_,/' ,,,,_.,/7 ,,,._/ .., 1.1/7 741.1,777 . - / , f "" 1�--4, A... , I 11"'I-111 ,,..,/ " ... ,It I ---/ 1/1'....1/1 - ,,, _ , ) _ " e I I— I I ,� � , - I'll ,1 . , - - , , , I , I , I , I , I , I , . 111;� , , � I., ttt / - - e `�; ... , I - , -; , - - ", ; '. ( ','�X �' I ""'; 0 .;11. , � , � � <:l' ( � ,,:: <,�, ,� -,-,._/, /� < ., " <::l ., �� < ,.; ( )�' , ,� , ) <:_ ( ( / ..", "I <:� - ..::` --:'l, /� .,::" , .111'.111.17-11.11. ". , . ., , .. ' - . '- , :'� .... .... ,:_. %?� , ` 11.1 ..... 1/1 "',�,l- I . ,� :---. .. , -:::,�X 'y .:" .", "I" I- -_ - ...... .... ...... . - . ` ,; - -, . , . 11 , .. . . . / "I 1;111", `,./�,_,, ... ." , " . , I'll 7"' "', .. / -;�111 .- - / , ."'.. .��--,, � :7_1 ,,,,� . ..... ./ .11 ` --- _', _:) ,;;�111.111 . T"..- A, � �- ,;�;'. � - �- :".'I,,:�1 . /C'.-.-,,' . . . ., --.-A "... --.-,-,:,' _?_.", ". ;.,..., -;1 L , ,:".', ...... � ,.�.._, " -, � - " �--,_,_ �` ) "' ".". , I , . 1:': ,. - ,,,,--,,, ., . L,-..,.,-, 1"' , e.,..%,.,,,:j , ` 1-1 "', I I 'A - , 1. .,?, /, 4 , , I Il �, " �, ,� "' �. ?/ . ....... ..... "'., 1;�` -/ -� ,% / """ f, , 1`,..1%,..1", J : ..... �J'., -"./� "-.."./� - , , ',",,:.--, /' . 1, V1, �// '311. / � f " 11 /�/ " ", .... / - ,,%,,,,. � ./ - , "" ._ . .11 ", .... .,, - �� , , - . *, , , , - - - . � . ' � , � , , , ` "' , , ` , ,,, �- �` _- ' X " , - , <_ <::_� <_' � <,_; ( �.__2�,._,tl_,'_;��, X ) C", 21 / , ,� ;�� )<.11112� /", "-.---- 11 /. _______1 ,�, ...... 2� ,� 2 � , � � � . , `-;_,`,,._ ,�, `- " � . I I ;", 11 -1/. , , , ,.'�, .. " . , . '. .". .;17 Qfn' - ,,,, ., , , - I 1:: -1, " " - ...... ,___:,,, - , " - - . " ,--,, , 1, V I 11 111111..''� , , . ,� - , 111 "".., /♦.f, _ '.2 ...... ', ....... - - " ." ...... - '. / - , / '-'/ / / 7" ' ".? . � �� I �/ I./ . - e I 11 ;,", � I", /. 1". /,,,�.11._.,-_111 IS, ;� ..) , '. , I` ,�, ,� .". �', ,, , "., /. 'A "'. , ,� , . / , f .".� .,�� . e , ,; �,. 1.4, " _�, , . . , , - ,/, . , - , " A 1 ,.__/� , '� " � ? ........ / ,.`�,`,"'�* /7 1�11_ , � ---- 11, P/ " . "�"....... 1�� " . P., ... A I. -�'-..-,-,�, ,",,:..'� �: �,,�,-_1-- " /, � / / ,�",:� - ... , - 1'1%1131� �;1_ "I. .1.11T " � , . , '111� �, ...... A �'. , , .� -, , , , , - , /"____�, . ...... �� / ,.,,,,A ) I,: ... �, t , ;,.,--._,X P.,� ,?`--_ " � ,.__Z�, � � , �,- , i --_ -,_-_/%f,�. ',._,,�_;� A-111 1-1 ., _�,"..'-sK ,,, 11 1:.,,.;1. 11. I.." .x .... 1, 1.1, - __ ,11. 1� , " - ..,/ /. ., v ;..." 11 "V.; / %�,,;, , A; ---�/-,,--- .., /x " , "';� "', . , .,,7 .� Z � .... RF( / �, ./ , �-- �. .., . - M, Ti4-,&,..,j�V6',/.,pAP 'e ;-�,4, ;, 1, .".".1.1.11: �� 1`1111 - '� S GH-A �,E-. L�.`.. , , 1! . - ' k"-.-Z 0 p 0 d P"" 1 ` - K A` , " .,.,. //. ., . .1 . I - _f` ;, I T , ., , "', " /.'7' ", I ..." % 0-11-11 It' "I ", ,V,V - t_ f2 1) R - AN' I R 81N , .....'// / .,.",/ " TTJ),__/�/ t ./ -1 i ". " "'. � ,;, �?' '.. I - .. " I el ... - 11 , � rul 1;,".."; , g ( .1"', _,"___ "Il"", .. ..... "_�/ , .. - 1�f /-------,-., ... �,/:,-� - I-' , - - , ,f I , , t]"', I-. , I Ob; I ... :", , 'r , 1______1 , .1 &, �6'1' olhf.,:�;/ 15� " 5 - , , .��. - , I'. ---R Q,U �Q E. I , pf P � 9 T '. ri�111 _�C::";, -, , 1�, / .."'., , , , , " ,,, " / . I . / ,"', - � - - ,�" . _, e� ... *",.,. - , I., , " .... ;, I 3 - Q - I - .."A_ 7 , ... I . �,ll " ;�;, .. .11, ,-.. / 1-111�u ,� � , - �,_, ", '. , : ? , 111)� )`�*;1,11A/ ") " " ( - 11 X_-:,�: I'll .... I fl.-`� �-.-J I _-, -, - I I_ ,6 ,` - - - - - 1 . , . 1-1 ,, , _1 --a- 1 , 0 of 12" HDPE I 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 I(10) = 5.30 IN/HR Q(10) = 0.42(5.30)(0.25) = 0.56 CFS I(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 I 0. .11% 0. 3 3' GRASS LINED DITCH (P-I'- 0. 3 3' n = 0.035; SMIN = 2.0% ."'I (b, . n = 0.035; S = 2% %.�, (b* SmAx = 5.0% if If 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 -1 0. 3' n = 0.035; SMIN = 2.0% ..,> ro * SMAX = 5.0% DITCH CALCULATIONS - DITCH C No Scale � lv\� �1_ `% /,,-r .\ \�) N \ ;.. .. .. .. .. .. - .. - .. .1 .. - .. - .. - .. .1 .. .. .. - ... - ... - .. -, .. .. :;. ,.: .:, .. _ 44 Canal Center Plaza., Suite 100 Alexandria, Virginia 2.2314 Telephone 703,.836.7766 . ... . _ I .1. I Nelson Byrd Woltz �.. . � I .. .. . � � .1 .11 . I . I I . : V!� I .. . LANDSCAPE ARCHITECT NELSON BYRD WOTLZ 310 E MARKET STREET CHARLOTTESVILLE, VA 22902 (434) 984-1358 .. t g, &;:. *I.. I.. , :`* . . ...` * ... 14, * , .... , .. .* . ., . . .. 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 TH 0 I—— : 6 ty*� 14 �' Kimberly L Roeser Z U Lie. No. 63054 � . � 14 1.6 10/11/22 Y ONAL � - 1ANO DESCRIPTION DATE -1 ISSUANCE HISTORY - THIS SHEET HGA NO: 4320-001-00 STORMWATER MANAGEMENT 0 DATE: OCTOBER 11, 2022 PFIRMIT 1159RLIF (DOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY NOTE: l . 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 14 Canal Center° Plaza; Suite 100 APPROVAL BY THOMAS JEFFERSON FOUNDATION. Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson �r .Wolt LANDSCAPE ARCHITECT NELSON BYRDWOTLZ 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 ................................. ISSUANCE HISTORY - THIS SHEET HGA NO: 4320-001-00 SHRUB & PERENNIAL KEY PLAN Ill = 201-011 DATE: October 11, 2022 PERMIT ISSUE 0 10 20 40 N L60 10 ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY (11) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + + + i + + __I__ + + -I -I- } ...... ..... . (287) SPOROBOLUS HETEROLEPIS, PLUGS @ 18 O.C. - 560SF \ ` (9) CALYCANTHUS FLORIDUS, 3 GAL. @ 5' O.C. + _ + .......:::..: ' + i .. (8) CLETHRA ALNIFOLIA, 3 GAL. @ 4' O.C. -}- .+ -� } .. -L + + - (3) ILEX VERTICILLATA 'MR. POPPINS', 3 GAL. @ 3' O.C. -I -I- -f- + + (8) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. (7) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. ..._. O ES LEUCOTHOE FONTAN IANA, 3 GAL. @ 5' O.C. + - + \ -I- + + + (8) CALYCANTHUS FLORIDUS, 3 GAL. @ 5O.C. + + +', + (5) CALLICARPA AMERICANA, 3 GAL. @ 4' O.C. \ \ -L -I- + -I= \ (5) ILEX VERTICILLATA 'BERRY POPPINS', 3 GAL. @ 3' O.C. + \- + + `'. �,— \ _►_ �\ I '. I I I '` i (3) ILEX VERTICILLATA 'MR. POPPINS'. 3 GAL_ aC�.:�' 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 ALL FESCUE SEED MIX - 4,000 SF DISTURBED AREA BELOW UNMOWN STEEL WALL EX. FESCUE - _ 1:10 ROAD; EDGE MOWN ALONG WILLOW WALK EX. FESCUE - _ GROVE AREA BELOW ✓ UNMOWN STEEL WALL ORNAMENTAL 560 SF ALONG FIRST YZAI GRASS ROUNDABOUT p p v c PERENNIALS 150 SF PLANTING BED AT p p p p BENCHES 0 5 10 20 14 Canal Center Plaza; Suite 100 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd.i 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 ISSUANCE HISTORY -THIS SHEET H GA NO: 4320-001-00 SHRUB & PERENNIAL PLANTING PLAN NORTH III = 101-011 ATE: October 11, 2022 PERMIT ISSUE N � L6.11 (E)COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY NOTE: l . 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 EX. FESCUE - _ 1:10 ROAD; EDGE MOWN ALONG WILLOW WALK EX. 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 (11) 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 14 Canal Center Plaza, Suite 100 .Alexandria, Virginia 22314 Telephone 703.836..7766 Nelson. ByrnW'Oltz. and, w-a pe Architem'8311 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 ..................... . ISSUANCE HISTORY - THIS SHEET H GA NO: 4320-001-00 SHRUB & PERENNIAL PLANTING PLAN SOUTH IIf = 101-011 DATE: October 11, 2022 0\1\� PERMIT ISSUE N CD L6m 12 ©COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY 2"-3" ORGANIC MULCH, TAPER AT TRUNK. BEGIN 3" TO 4" AWAY FROM TRUNK. NO CYPRESS MULCH SHALL BE USED REMOVE ALL WIRE & STRING FROM ROOTBALLAND ALL BURLAP FROM \ \ _ TOP 2/3 OF ROOTBALL _\_ ► .\\ \ \, , EXCAVATE AMD REPLACE — — EXISTING SOIL. ADD SOIL AMENDMENTS IF NECESSARY AS DIRECTED BY PROJECT MANAGER. WATER — THOROUGHLY TO ELIMINATE I I I1 I I=1 I I==1 I 11 I \I I \I I \III=1 I I=1 I I=1 I I=1 I ll III1 I I1 I I 11= 11= AIR POCKETS. DO NOT TAMP. B & B TREE PLANTING DETAIL SCALE: 1 /2" = 1'-0" REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SHRUB PLANTING DETAIL SCALE: 1/2 11= 1'-0" SEE PLANT LISTS FOR SPACING L I V J 1 IrV11:3 r\UV I D/1LL DIAMETER MINIMUM MIN 2X ROOTBALL DIAMETER PERENNIAL & GROUNDCOVER PLANTING SCALE: 1 /2" = 1'-0" FINISHED GRADE 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 SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAM. WATERING RING TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 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 tulipifera 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 1 2" cal. B&B As Shown SHRUBS 37 Callicarpa americana American Beaut berr 3 gal. 4' o.c. 35 Cal canthus floridus Sweet Shrub 3 gal. 5' o.c. 30 Clethra alnifolia Sweet Pep erbush 3 gal. 4' o.c. 15 Clethra alnifolia' Hummin bird' Hummingbird Sweet Pep erbush 3 gal. 3' o.c. 51 Ilex verticillata 'Berry Poppins' Berry Poppins Winterberr 3 gal. 3' o.c. 13 Ilex verticillata'Mr. Poppins' Mr. Poppins Winterberry 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 Symphoricarpos 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 Sporobolus heterolepis TPrairie Dropseed T pluq18" 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 I Seed PERENNIAL AND GROUNDCOVER LAYOUT DETAIL PLAN SCALE: 1/4 11 = 1'-0" (R}..1>: . ....... . . . Canal Center Plaza, Suite 10 Alexandria, Virginia 22314 Telephone 703.836.7766 Nelson Byrd:wpltz : anda s�.�ape Achy ° LANDSCAPE ARCHITECT NELSON BYRDWOTLZ 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 PLANTING SCHEDULE & DETAILS DATE: October 11, 2022 PEI.MIT ISSUE L6.20 QCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. FOR PERMIT ONLY