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ARB202300020 Plan - Submittal (First) 2023-02-13r DRAWING INDEX 7 1 IM 0 C 0 U GENERAL T1.0 COVER SHEET CIVIL C0.1-0.2 CIVIL GENERAL NOTES C1.1-C1.2 EXISTING CONDITIONS PLAN C2.1-C2.2 DEMOLITION AND EROSION & SEDIMENT CONTROL PHASE I PLAN C3.0 OVERALL SITE PLAN C3.1-C3.2 SITE PLAN C3.3-C3.4 GRADING PLAN C4.0 OVERALL UTILITY PLAN C4.1-C4.2 UTILITY PLAN C5.1 EROSION & SEDIMENT CONTROL DETAILS C5.2-05.5 CONSTRUCTION DETAILS LANDSCAPE L2.00 LAYOUT AND MATERIALS PLAN - MANSION AND GROUNDS L2.01 LAYOUT AND MATERIALS PLAN - ENTRY DRIVE L2.02 LAYOUT AND MATERIALS PLAN - ENLARGEMENT L3.00 DETAILS 1 L3.01 DETAILS 2 L3.02 DETAILS 3 L3.03 DETAILS 4 L4.00 PLANTING PLAN SOUTH L4.01 PLANTING PLAN NORTH L4.02 PLANT SCHEDULE AND NOTES L4.03 PLANT PALETTE 1 L4.04 PLANT PALETTE 2 L7.00 LIGHTING PLAN L7.01 LIGHT FIXTURES PROJECT INFORMATION ALBEMARLE COUNTY ZONING CLASSIFICATION: HC HIGHWAY COMMERCIAL PROPOSED BUILDING MAXIMUM HEIGHT: 44 FT (TWO STORIES ABOVE GRADE) PROPOSED BUILDING MAXIMUM FOOTPRINT: 4,795 SF PROPOSED BUILDING MAXIMUM GROSS SQUARE FOOTAGE: 13,008 SF ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED REFER TO REZONING ZMA201800014 CODES VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2018 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - 1992 NATIONAL ELECTRICAL CODE - 2017 ADA STANDARDS - 2010 LOCATION MAP SCALE:NTS SITE 250 yy ROAD r , \ a o os 29 CONTACTS OWNER: UNIVERSITY OF VIRGINIA FOUNDATION OWNER'S REPRESENTATIVE: FRANK HANCOCK REAL ESTATE PROJECT MANAGER ONE BOARS HEAD POINTE CHARLOTTESVILLE, VIRGINIA22903 PH. (434) 982-3777 FHANCOCK@UVAFOUNDATION.COM ENGINEER: DEWBERRY ENGINEERS INC. MARIA MINNICK, P.E. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VIRGINIA 23060 PH. 804.823.6984 FAX 804.290.7928 MM IN NICK@DEWBERRY.COM SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION ■ APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD 4K ' va CALL MISS UTILITY OF VIRGINIA 811 OR 1-800-552-7001 PRIOR TO DIGGING. WWW.VA811.COM UNIVERSITY OF VIRGINIA FOUNDATION BIRDWROOD MANSION REHABILITATION INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1" = 150' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT GLAVE HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757)499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL ;ELIMINAR FOR CONSTRt'CT_ PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO, DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE COVER SHEET SHEET NUMBER T1.0 1 1 2 1 3 4 1 5 L J I GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE E NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND WALLS. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER. 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. EXISTING CONDITIONS MAPPING: A. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED APRIL 2017. 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION AND UTILITY OWNER. 9. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN SCREEN, OR CONSTRUCTION SAFETY FENCE AS SHOWN ON THE DRAWING. 11. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 12. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 13. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION. 14. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 15. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR D OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 16. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 17. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2019 TO APRIL 14TH, 2020. IF THE CONTRACTOR WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE DURATION OF THE PROJECT. 18. CONTRACTOR SHALL LOCATE ALL PRIVATELY OWNED UTILITIES PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, FDC LINES, WATER LINES, IRRIGATION, SITE LIGHTING, ROOF DOWNSPOUT DRAINAGE, FOUNDATION DRAINS, ETC. 19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 20. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 21. 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. 22. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 23. ADDRESS ACCESSIBILITY REQUIREMENTS IN CONJUNCTION WITH CHAPTER 11 OF THE VCC AND ANSI A117.1. PLANT PROTECTION 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN T-O" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY. C 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. PARKING SCHEDULE I PROPOSED PARKING: 49 SPACES (2 HANDICAP) B THE PROJECT WILL INCREASE THE NUMBER OF SPACES ON SITE TO ADEQUATELY ACCOMMODATE THE PROPOSED DEVELOPMENT IN ACCORDANCE WITH THE CURRENT PARKING MASTER PLAN FOR THE BOAR'S HEAD PROPERTY. 10 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 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 RAINFALL 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 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND 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 80 LBS/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 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO 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 WITHIN 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 AND 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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. RWSA GENERAL WATER AND SEWER CONDITIONS 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552- 7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. LEGEND ❑ SANITARY CLEANOUT -) LIGHT POLE ® WATER METER WS O WATER MANHOLE WATER VALVE EXISTING WATERLINE EXISTING WATER VALVE UGE UNDERGROUND ELECTRIC LINE G EXISTING GAS LINE SS SANITARY SEWER LINE SD STORM SEWER LINE ❑® EXISTING STORM INLET UGT UNDERGROUND TELEPHONE LINE UGW UNDERGROUND WATER LINE - - - - - - INDEX CONTOUR --------------------- INTERMEDIATE CONTOUR EXISTING TREELINE EXISTING TREE VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.02 CONSTRUCTION ENTRANCE C HHM- 3.05 SILT FENCE 0 x x 3.07 INLET PROTECTION I P 3.18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING [138 TREE PRESERVATION & PROTECTION O TP-TP- 8' HIGH CHAIN LINK CONSTRUCTION FENCE W/GREEN SCREEN PROPOSED LIMITS OF DISTURBANCE HARDSCAPE TO BE DEMOLISHED TREE TO BE DEMOLISHED UTILITY/STRUCTURE TO BE DEMOLISHED SITE FEATURE TO BE DEMOLISHED 620 PROPOSED MAJOR CONTOUR 618 PROPOSED MINOR CONTOUR UTILITY EASEMENT PROPOSED ELECTRICAL LINE W PROPOSED WATER LINE y PROPOSED STORM LINE PROPOSED PRESSURE TREATED TIMBER CURB ------------- EXISTING PROPERTY LINE STOPPING SIGHT DISTANCE LINE UD - PROPOSED FOUNDATION DRAIN PROPOSED MANHOLE ❑o PROPOSED CLEANOUT N PROPOSED GATE VALVE O PROPOSED INDICATOR VALVE (PIV) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) ( PROPOSED DRIP VALVE VAULT \O � x 56 SPOT ELEVATION 69SP PROPOSED ASPHALT PAVEMENT v vvvvvv v v v v v PROPOSED OVERLAY ASPHALT PAVEMENT vvvvvv • • -4 • . PROPOSED CONCRETE PAVEMENT �''.. a* BW=BOTTOM OF WALL TW=TOP OF WALL EP=EDGE OF PAVEMENT EX=EXISTING GR=GRATE HP=HIGH POINT RM=RIM MH=MANHOLE RIM SP=SPOT SW=SIDEWALK TC=TOP OF CURB BC=BOTTOM OF CURB FFE=FINISHED FLOOR ELEVATION GLAVE HOLMES ARCH ITECTURL 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER G£tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO- DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE CIVIL GENERAL NOTES SHEET NUMBER L 1 2 93 M 5 J EROSION & SEDIMENT CONTROL NARRATIVE EROSION & SEDIMENT CONTROL MAINTENANCE EROSION AND SEDIMENT MINIMUM STANDARDS E LJ C iI PROJECT DESCRIPTION THIS PROJECT INCLUDES THE RENOVATION OF THE BIRDWOOD MANSION, RESTORATION OF THE SURROUNDING LANDSCAPE, A NEW PARKING LOT AND ASSOCIATED UTILITY IMPROVEMENTS. THE UTILITY INFRASTRUCTURE INCLUDES THE INSTALLATION OF WATER, SANITARY SEWER, STORM SEWER, ELECTRIC, GAS, TELECOMMUNICATIONS AND A GEOTHERMAL WELL FIELD. THE PROJECT AREA IS APPROXIMATELY 7.00 ACRES AND WILL DISTURB APPROXIMATELY 7.00 ACRES. 0.84 ACRES OF IMPERVIOUS AREA IS BEING ADDED. EXISTING SITE CONDITIONS THE EXISTING SITE CONSISTS OF THE BIRDWOOD MANSION, EXISTING VEGETATION AND PRIVATE ACCESS ROADS AROUND THE FACILITY. SOILS SEE THIS SHEET FOR SOILS MAP. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING, EROSION AND SEDIMENT CONTROL, MAINTENANCE, AND STABILIZATION OF SOILS DURING CONSTRUCTION. ADJACENT PROPERTY THE EXISTING SITE IS SOUTH IVY ROAD, EAST OF BOARS HEAD DRIVE, AND WEST OF THE BELLAIR NEIGHBORHOOD. WORK WILL BE DONE ON ADJACENT PROPERTY ALSO OWNED BY THE UNIVERSITY OF VIRGINIA FOUNDATION. OFFSITE ACTIVITIES ALL OFFSITE ACTIVITIES NEED TO BE ADDRESSED BY THE VSMP PERMIT HOLDER AND APPROPRIATE INFORMATION CONTAINED IN THE SWPPP. CONTRACTOR SHALL ONLY PERFORM OFFSITE ACTIVITIES THAT ARE COVERED UNDER THE PERMIT HOLDER FOR THIS PROJECT OR COVERED UNDER THE PERMIT OF ANOTHER PROJECT. CRITICAL AREAS THERE ARE NO CRITICAL AREAS ONSITE. THE PLAN HAS BEEN DEVELOPED TO MINIMIZE LAND DISTURBANCE. WHERE GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TO CONTAIN SILT THROUGH PROPER EROSION AND SEDIMENT CONTROL PRACTICES. THE INTENT OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO GUIDE THE CONTRACTOR IN IMPLEMENTING ACCEPTABLE MEASURES, INFRASTRUCTURE, AND MAINTENANCE PROGRAMS THAT WILL MINIMIZE THE AMOUNT OF EROSION AND RESULTING SEDIMENT THAT WILL TAKE PLACE DURING THE CONSTRUCTION OF THIS PROJECT. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VA EROSION & SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MEASURES STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02): STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS. CONSTRUCTION ENTRANCES REDUCE THE AMOUNT OF MUD TRANSPORT ONTO PAVED PUBLIC ROADS BY VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE LIMITED TO THOSE SHOWN ON THE PLANS OR OTHERWISE APPROVED BY THE SOIL EROSION OFFICER. SUPPLEMENTAL DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR FOR APPROVAL IF ADDITIONAL ENTRANCES ARE REQUIRED. SILT FENCE (VESCH STD. & SPEC. 3.05): A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT FENCE IS INSTALLED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE CHANNEL FLOWS. TEMPORARY SEEDING (VESCH STD. & SPEC. 3.31): THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TEMPORARY SEEDING REDUCES EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS. TEMPORARY SEEDING REDUCES DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. FOR USE WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR PERIODS OF LONGER THAN 14 DAYS. SUCH AREAS INCLUDED DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROADBANKS, ETC. (SEE MS#1 AND MS#2). A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN ONE (1) YEAR. PERMANENT SEEDING (VESCH STD. & SPEC. 3.32): THE ESTABLISHMENT OF A PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. PERMANENT SEEDING REDUCES EROSION AND DECREASES SEDIMENT YIELD FROM DISTURBED AREAS. PERMANENT SEEDING STABILIZES DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIAL. PERMANENT SEEDING ALSO IMPROVES WILDLIFE HABITAT AND ENHANCES NATURAL BEAUTY. FOR USE IN DISTURBED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED TO STABILIZE THE SOIL. FOR USE WHERE ROUGH -GRADED AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE. MULCHING (VESCH STD. & SPEC. 3.35): APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. MULCHING PREVENTS EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. MULCHING FOSTERS THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD. FOR USE IN AREAS WHICH HAVE BEEN PERMANENTLY SEEDED. MULCHING SHOULD OCCUR IMMEDIATELY FOLLOWING SEEDING. AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED WITH AN ORGANIC MULCH. TREE PRESERVATION & PROTECTION (VESCH STD. & SPEC. 3.38): PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. TREE PRESERVATION AND PROTECTION IS USED TO ENSURE THE SURVIVAL OF THE DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. FOR USE IN TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING ACTIVITIES. TEMPORARY AND PERMANENT STABILIZATION TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS AND LESS THAN ONE YEAR. THIS INCLUDES, BUT IS NOT LIMITED TO, STOCKPILES AND BORROW AREAS. PERMANENT SEEDING SHALL BE APPLIED AND A PERENNIAL VEGETATIVE COVERING SHALL BE ESTABLISHED ON DISTURBED AREAS WITHIN SEVEN DAYS OF BEING BROUGHT TO FINAL GRADE ON AREAS NOT OTHERWISE PROTECTED. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS TO BE APPLIED. MULCHING SHALL BE APPLIED TO ALL PERMANENT SEEDING IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. MULCH LIBERALLY DURING THE MID -SUMMER AND WINTER SEASONS. SEE VIRGINIA EROSION AND SEDIMENT CONTROL TECHNICAL BULLETIN NO. 4, NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES, FOR UPDATED SEED MIXTURES AND SCHEDULES AS WELL AS UPDATED LIMING, MULCHING, AND FERTILIZING REQUIREMENTS. SEE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. AND SPEC. 3.35 FOR MULCHING SPECIFICATIONS. STORMWATER RUNOFF CONSIDERATIONS THIS PROJECT WILL INCREASE IMPERVIOUS AREA AND STORMWATER RUNOFF. STORMWATER CALCULATIONS CAN BE FOUND IN THE STORMWATER PLAN SHEETS. PERMITS PROJECT DISTURBANCE IS MORE THAN 1 ACRE. THEREFORE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT AND MAINTAINING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE PROJECT IS MORE THAN 10,000 SF AND WILL REQUIRE EROSION AND SEDIMENT REVIEW APPROVAL. IN GENERAL, THE PROJECT AREA SHALL BE CHECKED WITHIN 24 HOURS OF EACH RAINFALL EVENT OR WEEKLY IF NO RAINFALL EVENT HAS OCCURRED, WHICH EVER IS MORE FREQUENT TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN WORKING ORDER. EROSION CONTROL DEVICES SHALL BE MAINTAINED ACCORDING TO THE FOLLOWING SCHEDULE: 1. CONSTRUCTION ENTRANCE THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 2. SILT FENCE A. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. B. FABRIC SHALL BE REPLACED IF IT HAS DECOMPOSED OR BECOME INEFFECTIVE. 3. SEEDING THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 4. TREE PRESERVATION AND PROTECTION EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN TREE DRIP LINE AREAS. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, OR STOCKPILES OF ANY CONSTRUCTION MATERIALS (INCLUDING TOP SOIL) SHALL NOT BE PERMITTED WITHIN THE DRIP LINE OF ANY TREE TO BE RETAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EMPLOYEE WHO WILL BE RESPONSIBLE OF THE EROSION AND SEDIMENT CONTROL PLAN AND REQUIREMENTS FOR THE PROJECT THAT IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION OR THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY AND RECREATION AS A RESPONSIBLE LAND DISTURBER (RLD). THE NAME OF THE CONTRACTOR'S RLD AND COPY OF HIS CURRENT CERTIFICATION SHALL BE PROVIDED TO THE OWNER, ENGINEER AND EROSION & SEDIMENT CONTROL PLAN APPROVING AUTHORITY PRIOR TO ISSUANCE TO THE NOTICE TO PROCEED FOR THE PROJECT. GENERAL EROSION & SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (9VAC25-840). ES-2: 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. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-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. ES-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. ES-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, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ES-8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT OR WEEKLY. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. ES-13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT (VSMPP) FOR THE DISCHARGE OF STORMWATER FROM CONSTRUCTION ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING 1 ACRE OR GREATER. VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT HTTP:/NWWV.DEO.STATE.VA.US/PROGRAMSANATER/STORMWATERMANAGEMENTNSMPPERMITS/CONSTRUCTIONGENERALPERMIT.ASPX FOR MORE INFORMATION. EROSION AND SEDIMENT CONTROL SEQUENCE 1. CONTRACTOR TO INSTALL EROSION AND SEDIMENT PHASE I CONTROLS. 2. CONTRACTOR TO COMPLETE DEMOLITION. 3. CONTRACTOR TO COMPLETE SITE IMPROVEMENTS. 4. CONTRACTOR TO REMOVE APPROPRIATE TEMPORARY EROSION AND SEDIMENT PHASE I CONTROLS. 5. CONTRACTOR TO INSTALL EROSION AND SEDIMENT PHASE II CONTROLS. 6. CONTRACTOR TO STABILIZE SITE. 7. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS. BMP INSTALLATION AND AS -BUILT NOTES 1. STABILIZE ENTIRE CONTRIBUTING DRAINAGE AREA WITH VEGETATION. BLOCK CURB CUTS AND OTHER INLETS AS NECESSARY. ENSURE NO UTILITIES SHALL INTERFERE WITH THE INSTALLATION. 2. HOLD A PRECONSTRUCTION MEETING WITH THE ENGINEER, OWNER AND CONTRACTOR. ANY CHANGES DURING THIS MEETING SHALL BE DOCUMENTED AS PART OF THE AS -BUILT SUBMISSION OF THE FACILITY. 3. EMPLOY EROSION AND SEDIMENT CONTROLS AS NECESSARY TO DIVERT STORMWATER AWAY FROM THE BIORETENETION FACILITY UNTIL INSTALLATION IS COMPLETE. 4. EXCAVATE PRE-TREATMENT CELLS FIRST, AND SEAL THEM TO TRAP SEDIMENT. 5. WHEN POSSIBLE, UTILIZE EXCAVATORS AND BACKHOES FROM THE SIDES OF THE BIORETENTION AREA TO AVOID COMPACTING OF SUBGRADE AND TO ENSURE APPROPRIATE DESIGN DEPTH AND DIMENSIONS. 6. RIP THE SUBGRADE SOILS 6"-12" TO PROMOTE GREATER INFILTRATION. 7. PLACE A GEOTEXTILE FABRIC ON THE VERTICAL SIDES OF THE BIORETENTION CELL WITH A 6" OVERLAP BETWEEN FABRIC EDGES. PLACE THE BOTTOM STORAGE LAYER. INSTALL THE UNDERDRAIN. PACK THE STONE. ADD CHOKER LAYER ABOVE. 8. APPLY THE BIOFILTER SOIL MEDIA FROM A QUALIFIED VENDOR IN 12" LIFTS TO THE DESIRED ELEVATION OF THE BIORETENTION. ALLOW FOR A FEW DAYS OF SETTLEMENT, THEN ADD ADDITIONAL SOIL MEDIA TO DESIRED ELEVATION. ENSURE SOIL MEDIA IS KEPT AWAY FROM POTENTIAL POLLUTANTS INCLUDING SEDIMENT. 9. PREPARE PLANTING HOLES AND WATER ACCORDINGLY. 10. PLACE THE SURFACE COVER OF THE CELLS PER THE DESIGN. 11. INSTALL THE PLANT MATERIAL AND WATER PER THE LANDSCAPING PLAN. 12. CONTRACTOR TO PROVIDE DETAILED INFORMATION ON ANY INSTALLED STORMWATER BMP. THIS INFORMATION SHALL INCLUDE A TOPOGRAPHIC SURVEY OF THE INSTALLATION, GPS COORDINATES FOR EACH FACILITY, PHOTOGRAPHS OF THE PROGRESS THROUGHOUT CONSTRUCTION INCLUDING EACH MILESTONE, CONSTRUCTION LOGS, GEOTECHNICAL TESTING REPORTS, AND SOIL REPORT CERTIFICATIONS. THIS INFORMATION TO BE TURNED OVER TO THE OWNER AS A SUBMITTAL FOLLOWING CONSTRUCTION OF THE PROJECT. 13. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE PLANS IMMEDIATELY. IF A DEVIATION IS REQUIRED, CONTRACTOR AND ENGINEER SHALL COORDINATE A SOLUTION THAT IS ACCEPTABLE WITHIN THE DEQ REGULATIONS. 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. SPECIFIC FERTILIZER, NUTRIENT, & SEED APPLICATION MUST MEET EROSION AND SEDIMENT CONTROL (ESC) TECHNICAL BULLETIN NO.4 NUTRIENT MANAGEMENT FOR DEVELOPMENT PROJECTS. DOWNLOAD AT http:/twww.deq.virginia.gov/Programs/Water/StomiwaterManagement/Publications.aspxl. MULCHING REQUIREMENTS MUST MEET VESC HANDBOOK MULCHING TABLE 3.35A. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ANY BORROW, FILL, OR WASTE SUCH AS DEMOLITION MATERIAL MUST BE PROVIDED FROM OR HAULED TO A PERMITTED, APPROVED, SUPPLY OR WASTE AREA. ALL OFFSITE ACTIVITY IS NOT PART OF THIS PERMIT/ PLAN SET AND IS ADDRESSED UNDER SEPARATE COVER. SOIL STOCKPILES ARE NOT ANTICIPATED ONSITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 14 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE REGULATORY AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA FOUND IN VESC REGULATION 94VAC25-840-40 MS-19 PARTS A-N FOUND AT WEBPAGE HTTP://LIS.VIRGINIA.GOV/CGI-BIN/LEGP604.EXE?000+REG+9VAC25-840-40 SOILS MAP �I u �0L- 4 0 PR&ECT LIMITS 1 1 1 1 �0 SCALE: 1" = 150' MAP UNIT MAP UNIT NAME SLOPES (PERCENT) NATURALCAPACITY DRAINAGE CLASS OF THE MOST LIMITING LAYER TO LAND CAPABILITY (NON HYDROLOGICAL SYMBOL TRANSMIT WATER (Ksat) IRRIGATED) SOIL GROUP 14B CHESTER LOAM 2 TO 7 WELL DRAINED MODERATELY HIGH TO HIGH 2E B 14C CHESTER LOAM 7 TO 15 WELL DRAINED MODERATELY HIGH TO HIGH 3E B 36B HAYESVILLE LOAM 2 TO 7 WELL DRAINED MODERATELY HIGH TO HIGH 2E B 36C HAYESVILLE LOAM 7 TO 15 WELL DRAINED MODERATELY HIGH TO HIGH 4E B GLAVE HOLMES ARCH ITECTURL 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO- DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE CIVIL GENERAL NOTES SHEET NUMBER C092 L 1 2 3 5 J E u C :1 r� rz 605 Ci �� DENSE TREES 605 REFS Q -a DENSE TRFES DD�E�ES 00 I� V ° \\ \ DENSE TREE \= ` \ \ \ \VI589.9' \ ` �590 \ _ _ \ 'TRUs- 5g v \ ) \ —/ �� v° o � --_— \ 314\� y NOP 4os"2�6�— \ \5Bp — /i<131� / o ° ° \ °/° °� \ \ 1 \ \ \ / I E TREE DE / // / / l7 \ // 4� \\ \\ —j \ \ ✓ / — � 110.571.3 \57p DENSE Tf EES / \� \ f ° / °\ / DEN E TREES � D EES SE T �' � I I I ✓ %� �i,ls60\ l��il I I I I f I ` ✓ �� 1 / I I s, \ \ `\ �\\ \ \\x \\ \ DF/R OwOL \ \ \ \ \ \ \ \ `\ \ ATCHLI E SHEETC1.2 1 2 3 4 GENERAL NOTES 1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION. 2. DETAILED SURVEY CONDUCTED BY DEWBERRY IN 2019. 3. AERIAL SURVEY CONDUCTED BY MAPPING RESOURCES GROUP INC. IN FEBRUARY 2017. 4. AERIAL SURVEY PLANS COMPLETED BY KIRK HUGHES & ASSOCIATES IN APRIL 2017. 5. UVA FOUNDATION GOLF FACILITY AS -BUILT DESIGN PROVIDED BY DEWBERRY AND FADED TO GRAY FOR CLARITY. 6. UVA FOUNDATION GOLF COURSE DESIGN PROVIDED BY UVAF AND FADED TO GRAY FOR CLARITY. PLAN NORTH (1) 0' 15' 30' 60' 120' 5 HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PRELIM NAR NOT FOR CONS 1 Rt'C T I( N PROJECT NUMBER G8tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO, DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE EXISTING CONDITIONS PLAN SHEET NUMBER L 7 U C it M MATCHLINE:SHEETC1.1 \ \ \ GENERAL NOTES ll J II I I I I I I \ \ 1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION. ENSF/TREE$ / / IYVt®At I / �� \ — \ \ • \ \ \ \ 2. DETAILED SURVEY CONDUCTED BY DEWBERRY IN 2019. / / 3. AERIAL SURVEY CONDUCTED BY MAPPING RESOURCES GROUP GLA INC. IN FEBRUARY 2017. VE +583.6 \ \ �\ 1 I \ \ \ 4. AERIAL SURVEY PLANS COMPLETED BY KIRK HUGHES & \ 1 / �\ I \ \ ASSOCIATES IN APRIL 2017. 5. UVA FOUNDATION GOLF FACILITY AS -BUILT DESIGN PROVIDED BY DEWBERRY AND FADED TO GRAY FOR CLARITY. HOLMES ♦ 6. UVA FOUNDATION GOLF FADED TO GRAYY FOR CLARITYSE DESIGN PROVIDED BY UVAF AND tW+SBdB ARCHITECTURE o \ \ \ \ \ 0' 15' 30' 60, 120' > +584.9 \ 2101 East Main Street TI SE TRF S 1 �/ / I \ ) \ \ ` ( I 1 \ \ \ / MO UMENT \ \ 1I \ `�\ \ \ \ \ Richmond, Virginia 23223 T3 T 804 649 9303 F 804 343 3378 +,9.5 \ \ \ Q \ �S\ \ \I I / / / / I I W glaveandholmes.com / I D 0 1 I \ \ \ \ \ L 0 OVERHANG ' '"4 T / \ s + 58 T4 CONC. WALL \ \ \ .4 to, I I I PROJECT TITLE CONC. DITCH COLUMNS BIRDWOOD Fp,5g5O COLUMNS Rom„ ry CDIJG. WALL MANSION ICK oaV� ING Q W I BOLUMNS 1\\ +5B4.7 REHABILITATION +577.BUILDING 4 °AAW °O./OVERHANG ow UVA Foundation JQ h / / I 5g`t?B / (� 1 Pc58 50 .� It1701D srEPs Tf C® \ I I I / / I I I / l l l 1 / / / 500 BirdWOod Drive S I \ I I / I / / / Charlottesville, VA 22903 1 ( t 577/4 I I , BRICK G� MACH COLUMNS n WALLS Ti5 I/ l I I1 II II Il/l III I/ Il l I / CONSULTANTS shm 1 \ T13� r 1 i / I/ I I I I' I I I I / I I I CIVIL ENGINEER Dewberry \ I I I 1 I , \ � rt4/ / / I I I � 1 I I 4805 Lake Brook Drive � � ° / \ Glen Allen, VA 23060 / t 128 � / / P ��/ \ \ � \ � � r12� �`"T (703) 849-0100 ® / rs \ \ W dewberry.com + 1.5 \ \ T10 / STRUCTURAL ENGINEER l/ ( I \ 5B1•e I I I ) I I 1 I \ I Lynch Mykins Structural Engineers ) I 1 I \ 1519 Summit Ave, Suite 101 L/ +W2.2 ///r / _\/ \ Richmond, VA 23230 � W ly chmyk ns8 om STABLE ,/ / MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway ♦ Virginia Beach, VA23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT M VHB 115 South 15th St Richmond, VA 23219 O T (804) 343-7100 W vhb.om 575�� \_ ®YH DEN E T ES FAGOLFCILITY —� /4 +/ / / / / / / / / / / / / / / / / / SEAL jo /14�K LL DENS Tf2E� V0\ ( / / / / / / / / / / RELIMINAR N T FOR CONSTRUCTI N / / / PROJECT NUMBER L / / / / / G£tHA#: 22078 llll \ — / %� � j / // / f l // / / I I l DATE / `SIS / \ �� 1 / / / / / / 1 / FEBRUARY 7, 2023 1 ET \ \ \ \\\ \ \ \ \ \ / / \ / / / / DRAWN BY: ACO APPROVED BY: MNM / /— \4S `!`__`•� / \ \\ \ \ \ \ \ \ —\ \ \ J Q — / \ / / / /� \ — /� / / / / / / I I REVISIONS TREES DEN / / TREES / / / / / / / / / I I I I I I I I NO- DATE DESCRIPTION DE / / / 540 \ \ \ \ \ \ \ \ \^ S6S A\ / / / /h6p \ / I / / / / / I I I 2/7/23 INITIAL SITE PLAN S TOY egRBR CANOPY£MFN/T\A�I / 11 II 1 1 / I � 15' (GRATE (LET /f TOPPP 537.33 \< I ATE LET\\\ �\�, \ \� 1111j�\`�� \ I I \ I \ 125 / / / \ \ / / / / / l I / SHEET TITLE TO P= \ \\ � \\\ \ \\ \ \ I � I � \ \ � � ® / 5 GRATE INLET/ / .e \ \ \\ \\\ �— � I / \ . EXISTING / CONDITIONS PLAN / k/ / \ \ \\ \ \\ \ \ \ \\\\ \\ ~555� \ O I I SHEET NUMBER T=532.38' I l / \ \ \ \ \ \ \\ ' / / \ \ \ / / / / 15" RATE INLET \ \ 1 I \ \ \ j / / / / / / 550C1//��—�\\ • 2 /�,ENS, / \ / i v / i 1 2 3 4 5 L F GENERAL NOTES 7 E u C :a r2 60,5 DENSE TREES \ �\ —600 DEN tp z_ — s0�, \ \ \ \� \ • R S DENSE REEa.,-01 / \ \ — �— ✓_ \ DENSE-TRUS 00 DENSE TREE��`\\`4-ti(v- 589.9' S. 95 E TR 585 / \\ ) \ Sg_/ �� ° O I I / / III 1 II I \ / /// // / . \ \ \ I I � I I I I ( l� I 1 f \ \5g0 C — \ NOP 4 01 28�6 OE \_ e \ ° \ ° \ 1 °/ \� � 575\ \ \ \ \ \ 8 I I I \ I I I I I I / �~ o ° ) ° l DE E TREE I II I l/ / �/ // / // l � � 4� \\ \\ � / � � \ \ ✓ �j Aj DENSE \570� \ f INV.570� T I I I I I 1 1\ 85z 1 I\ /�� /ii�IV I/ 0 (` \\ 1 °/ /vo- \V.567.2 — 7 DEMO EXISTING LIGHT POLE BASE / AND ASSOCIATED FOUNDATION PROTECT EXISTING GAS LINE PROTECT EXISTING ELECTRICAL LINE DEN E I1 REES � G l \ DEMO EXISTING LIGHT POLE —! AND ASSOCIATED FOUNDATION \\ \ I ,� / // �i/�/ // �_i-\ •I. I III II I I 1 / � — � _\ \� �i D SET EES I / FULL DEPTH ASPHALT DEMO AND REPLACEMENT (TYP.) / 11 \\ �` ~� / / I ✓/�� / ��/ //o / I J I � �I III I I I I 1 I I ( 555 DEMO IGHFOUNDAT ON S EXISTING I \ \ \ \ \\ \ \ I 1 1 I I / pit LIMITS OF WORK (TYP.) ftft DEMO EXISTING LIGHT POLE BASE AND ASSOCIATED FOUNDATION MILL AND OVERLAY EXISTING \ \ s63 \\3 \ \ \ \ \ \ 0 ASPHALT DRIVE (TYP.) / / /// / I I I I / SF I I l ✓ / � /� SF DE R6 TRPROTECT EXISTING N THROUGHOUTFODUNTAROUGHOUT \ CONSTRUCTION PS TS = WALL O\ \ \ /� I \ \ \ MATCHLINE: SHEET C2.2 \ \ \ \ \ \ \ 1 2 3 4 1. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS AND/OR STORM STRUCTURES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL SIDEWALKS, CURBS, GUTTERS, ROAD, UTILITIES ETC. NOT IDENTIFIED FOR DEMOLITION AROUND THE CONSTRUCTION SITE. IF ITEMS ARE DAMAGED, CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF SPECIFIC ITEMS. PLAN NORTH 0' 15' 30' 60' 120' _ 5 GLAVE HOLMES aRCHIrECrURL 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER G£tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO- DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE DEMOLITION AND EROSION Et SEDIMENT CONTROL PHASE I PLAN SHEET NUMBER C2o 1 L r 7 DE�\MAT\C\HLINE:S\HSHEET C2.\1 \ \ \\ \ \ \ Q GENERAL NOTES AND ASSOCIATED FOUNDATION \ \ ENSC/TREE l II I I / I I I 1 ♦ \ MILL AND OVERLAY EXISTING \ \ 1. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT Y ( o I I I LIMITS OF WORK (TYP.) I I I I I �� / \ \ ASPHALT DRIVE (TYP.) \ \ FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS MONF Al e I I I I I AND/OR STORM STRUCTURES. \ \ 2. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL ` \ ` \'y 1 I \ \ \ \ SIDEWALKS, CURBS, GUTTERS, ROAD, UTILITIES ETC. NOT +583.6 SF 1 I ( I I I I I / / / I 1 I I \ \ \ \ IDENTIFIED FOR DEMOLITION AROUND THE CONSTRUCTION SITE. IF // / / / / / /� ��/ I ' / / I/ i I 1 I / / �J / ♦ \ \ 1 I I I \ \ \ \ \ ITEMS ARE DAMAGED, CONTRACTOR SHALL BE RESPONSIBLE o OR i REPAIR AND REPLACEMENT OF SPECIFIC ITEMS. '�" (TH ♦ / OPS#,D� \\\� I \ \\\ --\\ \ / Psyloz \ } '\ \ \ 0' 15' 30' 60' 120' / 111 +5849 DEMO EXISTING \ 1 \ \ \ \ \ \ \ I \ r CONCRETE FLUME 1 \ \ \ \ \ I 1 I I I I 2101 East Main Street �SE TRFS MUMENr / I 1 \ PS Ts' BUILD I 1 \ \ o0 \ 1 I `\ \ \ \ I 1 I / I I / / I I / ` \—/� Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com OVER NO 4 \ \ ♦ FULL DEPTH ASPHALT DEMO I I \ \ 1 ra CONC. WAL ' \ \ �s o/ PROJECT TITLE AND REPLACEMENT (TYP.) I I ` o\ I DEMO EXISTING CONCRETE STAIRS. COLUMNS \ I SEE ARCHITECTURAL PLANS / I I I I / I I I I I // BIRDWOOD COLUMNS ° � DEMO EXISTING RESTROOM ��0 COWC. WALL \ \\ MANSION Io°ti BRICK r \ CONCRETE SIDEWALK PROTECT EXISTING / COLUMNS +58 CHANDASSOCIATED OVERHANA� TP POR II I/ REHABILITATION +5; COLUMNSTHROUGHOUT BUILDING CONSTRUCTION OS °° OVERHA r PROTECT EXISTING d HUE WELL THROUGHOUT D�IJSE EXISTING FUEL TANK TO / 1 BF,59?�r o m TP OCONSTRUCTION I I I UVA Foundation BE ABANDONED IN PLACE / cRse?>> p / / I F / / FUELCU J CAPS( P,Sg�e woaD STEPS rl cw�c ( I I / I I / 500 Birdwoo l Drive 250 44i ESrROO , o Charlottesville, VA 22903 +5774 / A BRICK DEMO EXISTING WOOD STEPS. / J 7 CONC. DITCH BRIC COLUMNS SEE ARCHITECTURWALLS I I I I/ I/ CONSULTANTS'r6 ^ po W D SHED I / DEMO EXISTING LIGHT /IF IPOLE OLjAND ASSOCIATED/ 1IIII II I I I II III II I/II I I II CIVIL ENGINEER/ J DewberryFOUDATION T \ FSLi�i1� 14 / I I / / I / I 4805 Lake Brook Drive ROM I / I I I I / / I I I Glen Allen, VA 23060 DEMO EXISTING I T 703) 849-0100 128 l l ' / / l / / / l / / / /j— / 1 / / i / / / / / / l \ \ \ \ ` WOOD SHE j l / I I / I I I I I I / / I I I \ ',I(,�f I I W (dewberry.com EXISTING SEPTIC TANK I rB DEMO EXISTING AND DRAIN FIELD BE o \ O CONCRETE DITCH ABANDONED IN PLACE +/s ACE � � s \ nSTRUCTURAL ENGINEER o DEMO EXISTING LIGHT DEMO TREE (TYP.) TP ss ( I I l I I I \ I Lynch Mykins Structural Engineers POLE AND ASSOCIATED / / / I ( I ' \ 1 1519 Summit Ave, Suite 101 ' _/ _ / �/ FOUNDATION / FULL DEPTH ASPHALT DEMO I I I I I I I \ Richmond, VA 23230 \ ' \ 51 AND REPLACEMENT (TYP.) I I I I 1 I I I 1 I \ \ T (804) 956-2288 STABLE 4—J I I I 1 W lynchmykins.com / � � / / A � — MEP ENGINEER PS S DEMO EXISTING LIGHT / � / I l � PACE Collaborative POLE AND ASSOCIATED I a PROTECT \ //I I 1\ II II III / 1 1I 1 I1 \ 1I\\\\ 1277 Perimeter Parkway FOUNDATION EXISTING HEDGES Virginia Beach, 23454 THROUGHOUT T (757)23 M p -CONSTRUCTION W pace-pme.com / // I / / ll lei/ � ��/\�! � � � ;'1 '� � � � � / / .�� -�� > \ \�\ \ I 1 I I I \ ► \ \ LANDSCAPE ARCHITECT M \ /VHB PROTECT EXISTING BRICK 15 South 15th St COLUMNS THROUGHOUT Richmond, VA 23219 / / / � � \ \ \ I I I I I / \ / CONSTRUCTION C O \ I \ / / / / / / / / /) \ I I I I T (804) 343-7100 W vhb.com TP l \ \ PS MILL AND OVERLAY EXISTING S 575�i �\ _ \ \ /\I/ TP Q ASPHALT DRIVE (TYP.) / _/ m / DEN�E TEES FACILITY rP \ \\ \ \_now \ \ TP l\\\ FULL DEPTH ASPHALT DEMO M �Q \ ° \ \ \ \ \ Ssp� AND REPLACEMENT (TYP.) r �J 4 r / / / + SEAL FA M 6 n ai / RELIMINARC7/T N T FOR CONSTRUCTI N \ / /-54490'\ TP n � TP PROJECT NUMBER 1— GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS TREES / DENVTREES NO- DATE DESCRIPTION 540 \ \� ( I l r l \ ^ S6S y6�� 2/7/23 INITIAL SITE PLAN � \\�\� � \ \\ \ \ BqS Rif CANOPY 15" GRAT7.33 E I( LET J_' T0)53/\ \ \ \ \\\ \ \ \ 'P TE �1�J I ' ✓ / / / \ / SHEET TITLE 6.17" \ \_ \ \\ \ \ \ \ \ 56p \\ ,\ / 125 / \ \ \x DEMOLITION AND TOP\�38.07' / 5" GRATE INL`Y EROSION Et SEDIMENT CONTROL Rx� / '\ \55DEN \\��\\� PHASE I PLAN I T=532.38' \I 1 \ \ \ \ \ / s / / / \ \ / SHEET NUMBER I I 15" RATE INLET C2o2 SZZ Sign Al 1 2 3 4 5 L 2 U C M LJ C iI I J 2 U C :I m I J GENERAL NOTES 1 60,5 S \ \ \ \ \ / / / ^ �� DENSE TREES \\ \ tp E — {'� _ _�\_�_� \ \ \ \ \ I ACL _ REFS _ _ ENS DE\N�SE�RE€S 00 �_� _ \ _ \ \ DENSE TREE �_ �\ \ \ \ $ i� vV. 589.9' _595 \ \ \ \ \ \\ \ /DD-N E�TREE� / �; \\\\s\\ /*585 O l //�� Illl 11 •/ -III _ \ O ( / / / / / I I I / , IN .7 Vyj -\-)YO � , V � �\ I 1\ \ \\ \ \ i 1 ° I 1 1 I II ,I I \ $ l 11 I 1 1 / // / // /ll i/ \ \�\ ° ° ��i/ DENI$E TREE I.571.3 NV'a DENSE TREES / c \III \ \IvyINV. \NV.567.2c I � \ \ ° \\ / DEN�E {BEES 11, M , D SE T EE5 I I I I ( / / 1 A \ \ /Ij � O \ \ \ \\ \ MATCHLINE: SHEET C3.4 \ \ \ 1 2 3 4 1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION. 2. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS AND/OR STREAMS. PLAN NORTH (1) 0' 15' 30' 60' 120' 5 GLAVE ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PRELIM NAR NOT FOR CONS 1 Rt'C T I( N PROJECT NUMBER G8tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO, DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE GRADING PLAN SHEET NUMBER L J 7 U it FA 1 { GENERAL NOTES MA \ HLINE: SHEET C3.3 1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION. ENSF/TREE$ / I I I I I I I I \ • \ ` \ 2. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT / / FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS Ilk/ / I I I I I / / \ \` / I \ \ \ AND/OR STREAMS. PLAN NORTH 0' / 15' 30' 60' 120' / rrI,� I I \ \ ! I \ \ \\ 1 2101 East Main Street I SE TRFS 1 / I 1 1 \ \ ( I 1 \ / Mo UMENT �\ I I / I / ' I I I Richmond, Virginia 23223 . � V �\ � \ \ I / � I T 804 649 9303 F 804 343 3378 q u, W glaveandholmes.com tl�sPyA�r � \ l / I PROJECT TITLE BIRDWOOD HESo MANSION REHABILITATION MRN / HOUSE ' o m GL—T / T TOWER / UVA Foundation R00M I I / 1 �1 I / / I I / / / 500 Birdwood Drive Itl / l I ES... // I o I l T 100 Charlottesville, VA 22903 / ® I I // `' 1 I I I I/ CONSULTANTS 3 o y "� h� / I I / I I I I CIVIL ENGINEER I I I I Dewberry 4805 Lake Brook Drive 582 I / / I I I Glen Allen, VA 23060 128 / / / / / T (dew erry.c849-0100 m _ / 1 r� , / I �� W dewberry.com / / / / / / / / / / / / / / �j S)9 •3 \ / ��/ \ \ �I 1 581 STRUCTURAL ENGINEER 580 1 I Lynch Mykins Structural Engineers o \ 1519 Summit Ave, Suite 101 Richmond, VA 23230 ewi— / / / \ \ \ \ 57 I ' 1 \ T (804) 956-2288 /W lynchmykins.com STABLE 'po 578 I \ 1 1 I MEP ENGINEER ! • PACE Collaborative m 5$ 2 / / / / 1 1 1 I \ 1277 Perimeter Parkway -A1 � v Y � l\�' 1 I\ ` \ Virginia Beach, VA 23454 ' ' T (757) 499-7223 / / �/ �( / / / / ` ►/ m�y8� o ,/ . I \ \ W pace-pme.com CO \� ^ 1 I I I LANDSCAPE ARCHITECT 7 VHB 115 South 15th St Richmond, 3219 343-71 , � N '� 1 I I T (804) 343-7100 o / / / / \ \ I I W vhb.com ^0 l I I// / \ \ \ \ \ \ a►�l► \ / — / ti / @yp D If DEN E T ES FAGOLF CILITY I \ o' \ \ \ \\ \\ / 5g0 / A 577 NI I I I I I �� ,� \ \ \� �► s / % a� D E / / / / �/ // /, III II \ \\\\\� �V Q i � lj` �`� �� V � ^ � I / l / / / / SEAL 575 576 RIELIMINAR MIR N T FOR CONSTRUCTI N sow/y 0.0 PROJECT NUMBER / / Q s`---•�� \ \ \\ \ \ \ \ \ \ \ _ _�_ ✓ — _ •� _ / r / / / / G£tHA#: 22078 570 DATE 45\5jo` FEBRUARY 2023 565�/` T&E a� 1ET \ \\ \ \ \ \ \\ \ \ _ / / // �\ \ \ /_ mow/ >• — \ \ �' —/ DRAWN BY: ACO APPROVED BY: MNM — / REVISIONS / / 11 l I I I I I I I I I NO- DATE DESCRIPTION DESCRIPTI ON DE�TREES / DEN�TREES / / / / 540 \ \� �� S6S J /l/\ \ \ A\ 2/7/23 INITIAL SITE PLAN � \\\�\ \ 4,o CANOPY 15" l( LET" T0537.3GRATE 3 TOP= 6.E �171�J 1 ' ✓ / / \ / / / / / / I SHEET TITLE " \_ \ \\ \ \ \ \ 1 � / \ GRADING PLAN TOP\�38.07 r 5" GRATE INLET/ Z/ \ \ \ \ \ \ \ \\ ~555� 0 I I I T=532.38' SHEET NUMBER I I 15" RATE INLET C394 Sign ns 1 2 3 4 5 L J U C FA 2 U C :l m U C V I E C C 3 r� TABLE 3.31-B SOURCE: VA. DSWC (REVISED JUNE 2003) SEED APPLICATION DATES SPECIES APPLICATION RATES 50/50 MIX OF ANNUAL RYEGRASS SEPT. 1 - FEB. 15 (LOLIUM MULTI-FLORUM) & CEREAL 50-100 (Ibs./acre) (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LOLIUM 60-100 (Ibs./acre) MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (Ibs./acre) FERTILIZER & LIME • APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 sq. ft.) • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90 LBS./1,000 SQ. FT.) NOTE: 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL pH OF SITE. 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BY OTHER MEANS. 3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES AT: hftp://ww.dcr.state.va.us/sw/e&s.htm#pubs 03.31 : TEMPORARY SEEDING SPECIFICATIONS Ts QUICK REFERENCE FOR ALL REGIONS N.T.S. TABLE 3.32-D (REVISED JUNE 2003) SEED V LAND USE SPECIES APPLICATION PER ACRE MINIMUM CARE LAWN TALL FESCUE 1 95-100% (COMMERCIAL OR PERENNIAL RYEGRASS 0-5% RESIDENTIAL) KENTUCKY BLUEGRASS 1 0-5% TOTAL: 175-200 LBS. HIGH -MAINTENANCE TALL FESCUE 1 TOTAL: 200-250 LBS. LAWN GENERAL SLOPE TALL FESCUE 128 LBS. (3:1 OR LESS) RED TOP GRASS OR CREEPING RED 2 LBS. FESCUE2 SEASONAL NURSE CROP 20 LBS. TOTAL: 150 LBS. LOW MAINTENANCE TALL FESCUE 128 LBS. SLOPE RED TOP GRASS OR CREEPING FESCUE 2 LBS. (STEEPER THAN 3:1) SEASONAL NURSE CROP 2 CROWNVETCH 3 20 LBS. TOTAL: 150 LBS. 1- WHEN SELECTING VARIETIES OF TURFGRASS, USE THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS VARIETY LIST. QUALITY SEED WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY VCIA. A CURRENT TURFGRASS VARIETY LIST IS AVAILABLE AT THE LOCAL COUNTY EXTENSION OFFICE OR THROUGH VCIA AT 804.746.4884 OR AT http://sudan.cses.vt.edu/html/-rurf/turf/publications/publications2.htmi 2- USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16 - APRIL 30.................. ANNUAL RYE MAY 1 - AUGUST 15.......................... FOXTAIL MILLET AUGUST 16 - OCTOBER 31................ ANNUAL RYE NOVEMBER 1 - FEBRUARY 15............ WINTER RYE 3- SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SEED, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED, INCREASE RATE TO 30 LBS/ACRE. IF WEEPING LOVEGRASS IS USED, INCLUDE IN ANY SLOPE OR LOW MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS, INCREASE TO 30-40. FERTILIZER & LIME • THIS METHODAPPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 sq. ft.) • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90 LBS./1,000 SQ. FT.) NOTE: 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL pH OF SITE. 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BY OTHER MEANS. 3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES AT: hftp:/Iww.dcr.state.va.us/sw/e&s.htm#pubs 3.32 : PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA DIRECT BURY FENCE POST. IN PAVED AREA, CONTRACTOR MAY USE 2' X 1' STANDS PROVIDED THEY ARE PROPERLY ANCHORED WITH SANDBAGS. NOTE: COORDINATE FENCING LOCATION WITH OWNER'S REPRESENTATIVE CONSTRUCTION FENCE CHAIN LINK N.T.S. TABLE 3.35-A RATES MULCHES NOTES PER ACRE PER 1,000 sq. ft. 1�2 TONS (MINIMUM FREE FROM WEEDS AND COARSE STRAW OR 2 TONS FOR 70-901bs. MATTER. MUST BE ANCHORED. HAY WINTER COVER) SPREAD WITH MULCH BLOWER OR BY HAND DO NOT USE AS MULCH FOR WINTER FIBER MINIMUM 1,5001bs. 351bs. COVER OR DURING HOT, DRY MULCH PERIODS.* APPLY AS SLURRY. CUT OR SHREDDED IN 4-6" LENGTHS. CORN AIR DRIED. DO NOT USE IN FINE TURF STALKS 4-6 TONS 185-275Ibs. AREAS. APPLY WITH MULCH BLOWER OR BY HAND. FREE OF COARSE MATTER. AIR-DRIED. TREAT WITH 12 Ibs. WOOD NITROGEN PER TON. DO NOT USE IN CHIPS 4-6 TONS 185-275Ibs. FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. FREE OF COARSE MATTER. BARK AIR-DRIED. TREAT WITH 12 Ibs. CHIPS OR 50-70 cu. yds. 1-2 cu. yds. NITROGEN PER TON. DO NOT USE IN SHREDDED FINE TURF AREAS. APPLY WITH BARK MULCH BLOWER, CHIP HANDLER, OR BY HAND. WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2,000 Ibs./ac. OR 45 Ibs./1,000 sq. ft. 3.35 : ORGANIC MULCH MATERIALS AND APPLICATION RATES SILT FENCE DROP INLET SEDIMENT FILTER 2 X 4" WOOD FRAME r DROP INLET WITH 1 GRATE FRAME GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. IP 3.07 : INLET PROTECTION N.T.S. DRIP LINE 4' CHAIN LINK FENCE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING ui 22 IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES NOTES: 1. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN T-5" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. TP 3.38 : TREE PROTECTION RUNOFF WATER W/ SEDIMENT CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE TO STAKES AND EXTEND EXCAVATED SOIL. IT INTO THE TRENCH. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW _ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) NOTES: 1. WHERE METAL POLES ARE DRIVEN FOR USE AS EITHER CONSTRUCTION OR REINFORCED SILT FENCING, POLES SHALL BE COMPLETLY REMOVED WHEN NO LONGER NEEDED. 3.05 : SILT FENCE RAVEL DROP INLET SEDIMENT FILTER 18" MIN. GRAVEL (12" MIN. DEPTH) SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. IP 3.07 : INLET PROTECTION N.T.S. N.T.S. N.T.S. GLAVE HOLMES ARCH ITECTURL 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER G£tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO_ DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE EROSION Et SEDIMENT CONTROL DETAILS SHEET NUMBER C591 1 7 3 5 E U C i Carolina Stalite Company Page 1 of I Compressive Strength of Structural Soil April 10, 2003 RESEARCH REPORT COMPRESSIVE STRENGTH TESTING OF STALITE STRUCTURAL SOIL The purpose of this test is to determine the compressive strength of STALITE Structural Soil for use as it applies to fire lane applications. The test is designed to determine the actual resistance to deformation of the Structural Soil Mixture. The test is not an indication of the allowable bearing pressure that can be achieved using the Structural Soil Mixture, since such a determination has many variables, which cannot be addressed by this test. Testing Apparatus: STALITE'S Quality Control Laboratory constructed a steel box to use for testing the aggregate. The box was constructed of/z inch steel with welded joints. The inside dimensions of the box were 11 inches wide by 11 inches long by 8 inches tall. The loading plate for the box was constructed of 3/ inch steel and had sufficient clearance on all sides as to prevent binding during loading. Test Method: Compacted Aggregate The STALITE Structural Soil was at 12% total moisture content at the time of testing. The material was placed into the box in 3 layers and compacted using a 5.5 lb proctor hammer having 12 inches of fall. The aggregate was compacted similar to ASTM D-698 having 2 blows per in of surface area. The compacted aggregate was then covered with the loading plate and placed in a Forney calibrated load frame. The load frame was used to load the aggregate to the failure criterion of '/2 inch deflection. The '/2 inch of deflection was used as the failure criterion, giving a safety factor of 2 for general geotechnical applications. Test Material Properties: The STALITE Structural Soil consisted of: 75% Stalite, 3/8" Expanded Slate Lightweight Aggregate 20% Sand 5% Compost Test Results Material Deflection Type Area Load PSF PSI Structural '/z inch Compacted 121 in 40320 lb 47,984 333 Soil Structural 1 inch Compacted 121 in 1453201b 172,942 1201 Soil Gold Hill Quality Control Lab Sand Based Sod STALITE Structural Soil for Turf Optional Geo Grid Drain w/Filter Fabric (washed stone) Compacted subgrad at 95% Standard Proctor Density Com pact two passes with a viboratory plate or roller DETAIL-STALITE STRUCTURAL SOIL FOR REINFORCED TURF AND FIRELANES FINISHED GRA 1.5" SURFACE COURSE (VDOT SM-9.5, 3" BASE COURSE (VDOT BM-25.0 6" STONE AGGREGATE BASE (VDOT 21- COMPACTED SUBGRADE TO 98% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) PARKING AND SERVICE ROAD PAVEMENT SECTION PROVIDE 12" #4 BARS AT 12" O.C., DOWELLED 6" IN EXISTING SEE NOTE #2 BELOW CONCRETE. 6" GREASE SLEEVE SHALL BE PROVIDED IN NEW CONCRETE PATCH. V MIN. a CONCRETE � a." (THICKNESS UNKNOWN) SAW TO NEAT EDGE PRE -MOLDED JOINT FILLER CONCRETE PAVEMENT 1' MIN. EX. GROUND TYPICAL t"- UNKNOWN THICKNESS OF ASPHALT / #21B SUBBASE (10" DEPTH FOR ROADWAYS/6" DEPTH FOR PARKING / AREAS AND SERVICE ROADS). STONE BACKFILL, VDOT #21B. ALL STONE ABOVE PIPE BEDDING STONE SHALL BE #21B. PIPE BEDDING BASED ON PIPE MATERIAL (SEE PIPE LAYING CONDITION DETAILS) BURIED PIPE ASPHALT WITH BASE NOTES: 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND RECONSTRUCTED AS SHOWN. 2. REPLACE ASPHALT PAVEMENT WITH A MINIMUM OF 3" BM-25.0 + 2" SM-9.5A FOR ROADS OR 2" BM-25.0 + 1 1/2" SM-9.5A FOR PARKING AREAS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL NOT BE LESS THAN 1.5 X t". 3. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. 4. TRENCH SIDES SHALL BE SHEETED AS REQUIRED TO KEEP TRENCH WIDTH TO A MINIMUM. PAVEMENT REPAIR DETAIL N.T.S. 6" TOPSOIL OR PAVEMENT REPAIR AS NECESSARY (SEE PAVEMENT REPAIR FINISHED GRADE DETAIL) • • • • • •••••••••••• • • • • • • • •� ffSpir� . , N.T.S. 12" MIN. COMPACTED / VDOT #10 STONE 6" IN SOIL 4" IN ROCK COMPACTED SUBGRADE TO 98% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW I 24"+O.D. { SUBGRADE) OR 20" MIN. NOTES: 1. ALL BACKFILL IN TRENCHES WHICH ARE LOCATED UNDER PAVED AREAS INCLUDING ROADS, PARKING LOTS, AND SIDEWALKS SHALL BE VDOT NO. 21-B STONE FROM ABOVE VDOT #10 STONE TO BOTTOM OF PAVEMENT. ALL OTHER BACKFILL SHALL BE SUITABLE BACKFILL ACCORDING TO EARTHWORK SPECIFICATIONS. 2. INSTALL UNDERGROUND UTILITY MARKER TAPE AND TRACER WIRE PER SPECIFICATIONS. ALL TRENCH EXCAVATION SHALL BE SLOPED, BENCHED, OR SHORED ACCORDING TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 3. MINIMUM COVER: STORM SEWER 2.0' UNLESS OTHERWISE NOTED SANITARY SEWER 3.0' WATERLINE 3.0' PIPE LAYING CONDITION - DIP & RCP N.T.S. 5" TOP SOIL IN UNPAVED AREAS CONCRETE SIDEWALK AND BASE COURSE /� w DETECTABLE Q iili ` \\ MARKING TAPE g ((7 BACKFILL (B.F.) Z 3 OJ a I ° WIDEN TRENCH AS NEEDED \\\ m _ = ABOVE PIPE N I VDOT #9 BEDDING - -- D 6" MIN. D+2'-0„ MAX. UNDERGROUND ELECTRIC / TELECOMMUNICATIONS DIRECT BURY CONDUIT BEDDING DETAIL FINISHED GRADE COMPACTED VDOT #10 STONE COMPACTED SUBGRADE TO 98% - MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) 24"+O.D. OR 36" MIN. N.T.S. 6" TOPSOIL OR PAVEMENT REPAIR AS NECESSARY (SEE PAVEMENT REPAIR DETAIL) -12" MIN. 6" IN SOIL 4" IN ROCK COMPACTED APPROVED BACKFILL. SEE NOTE #1. UTILITY MARKER TAPE TRACER WIRE NOTES: 1. ALL BACKFILL IN TRENCHES WHICH ARE LOCATED UNDER PAVED AREAS INCLUDING ROADS, PARKING LOTS, AND SIDEWALKS SHALL BE VDOT NO. 21-B STONE FROM ABOVE VDOT #10 STONE TO BOTTOM OF PAVEMENT. ALL OTHER BACKFILL SHALL BE SUITABLE BACKFILL ACCORDING TO EARTHWORK SPECIFICATIONS. 2. INSTALL UNDERGROUND UTILITY MARKER TAPE AND TRACER WIRE PER SPECIFICATIONS. 3. ALL TRENCH EXCAVATION SHALL BE SLOPED, BENCHED, OR SHORED ACCORDING TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. MINIMUM COVER: STORM SEWER 2.0' UNLESS OTHERWISE NOTED SANITARY SEWER 3.0' WATER 3.0' PIPE LAYING CONDITION - PVC & HDPE N.T.S. GLAVE HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PRELIM NAR NOT FOR CONS 1 xLTC T I( N PROJECT NUMBER G8tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO, DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C5*2 1 7 3 0 5 E LJ C C� SEE NOTE ^ A L DO NOT GROUT AROUND FRAME STAINLESS STEEL NUT AND WASHER, AND NEOPRENE WASHER APPLY 2 BEADS OF POLYURETHANE ELASTOMERIC SEALANT/ADHESIVE (SIKAFLEX-11 OR EQUAL) AROUND ENTIRE CIRCUMFERENCE OF RISER RINGS. THERE SHALL BE A MINIMUM OVERLAP OF 2". 2' STAINLESS STEEL THREADED ROD AT 4 LOCATIONS. FIELD CUT RODS 1"ABOVE TOP OF NUT. ROUGH EDGES SHALL BE GROUND SMOOTH HIGH STRENGTH EPDXY ANCHOR SYSTEM NOTES: 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON -PENETRATING LIFTING BARS. A 25 3/4" _j 5 L_MI 24 Ul 5 -, BOLT HOLES TOP SECTION A -A 24" MANHOLE FRAME & COVER HEAVY DUTY FRAME ANB COVER HS-20 RATED N.T.S. FINISHED GRADE (OR PAVEMENT) PRECAST RISER RINGS. DO NOT USE BRICKS. MAXIMUM OF 12" OF RISER RINGS PERMITTED. FIELD APPLY BITUMASTIC ON OUTSIDE OF RISER RINGS. OVERLAP PRECAST MANHOLE BY 6" MINIMUM 4. HIGH STRENGTH EPDXY ANCHOR SYSTEM a • a <: AA a. MANHOLE RISER RING DETAIL N.T.S. HEAVY DUTY FRAME COVER HS-20 RATED WITH 24" CLEAR OPENING F7 SEE MANHOLE RISER RING DETAIL ;. 2'-0" w . • . �, p CONC. FOOTER. PRECAST \ ; /� o MFG. SHALL BE REQUIRED \ .•�•�;• 0 TO SUBMIT BUOYANCY CALCULATIONS. SEAL JOINT (TYP), \ COATED STEPS e` ' SEE SPECS , a.. CAST -IN -PLACE \ ". A ;. • ` — — — — — — — — — — — — — LOW PIPE BEDDING. SEE DETAIL. 4'-0" 0 ih ---- \\Z, PRECAST JOINT. SEAL JOINT WITH "0" RING GASKET, GROUT OPENING, AND FIELD APPLY \ BITUMASTIC ON EXTERIOR SURFACE. SEE \ A. FLOW DETAIL AND SPECIFICATIONS 0 PRECAST FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET AND OULET PIPE SHALL BE PROVIDED BY < PRECAST MFG. PER VDOT IS-1. :•• • • • •• COMPACTED SUBGRADE TO 98% ,,, �, �,, �, �,, �� \i, i�/�\i, i� �i. i< i./i, i< i./i, i�i./i, z1. i MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) DIAMETER= 4'-8"+ (2 x WALL THICKNESS) NOTES: 1. PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 2. ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 3. MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 4. PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478. 5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6. CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME UNEXCAVATED FOR REVIEW DURING VACUUM TEST. 4'-8"+ (2 x WALL THICKNESS) 0 HALF PLAN VIEW FLOW FLOW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) O STORM SEWER ANHOLE DETAIL FACTORY APPLIED - BITUMASTIC PRECAST d MANHOLE RISER c d a GROUT JOINT d d a 6 GASKET (SEE SPECS) NOTE: 1. JOINTS FOR ALL MANHOLES, YARD INLETS, AND PRECAST STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THIS DETAIL. FIELD APPLIED BITUMASTIC OVER GROUT N.T.S. MANHOLE JOINT DETAIL N.T.S. H2O LOAD RATED COVER AND FIRE DEPARTMENT CONNECTION OR FIRE FRAME. STANDARD 4' MANHOLE. DEPARTMENT VALVE. SEE WATER MANHOLE FRAME AND CITY OF CHARLOTTESVILLE C&0 COVER DETAIL. THREADS REQUIRED FOR FIRE DEPARTMENT CONNECTION 2 4' 3'-0" FINISHED GRADE CLEAR 6" THICK X 18"0 NO PARKING IN CONCRETE SLEEVE FRONT OF FDC. I —I I 11— —I I MI 1 I —III —I I I —III —I I I I —III— —III—I 11=I 11=III—III —I I I —I —I I —I I I— I —I 11-1 11=1 1= I I —I I I —I I I— — ROADWAY —I 11-1 11=1 I —I I 17=i 1 r=111 ~11-III-11I1 III I nlll I �TI��- III11,'.. I I 0-RING GASKET 1 11T1 I l i TO SPRINKLER RISER MINIMUM AT PROPOSED CONFORMING TENNIS BUILDING BUILDING. SEE TO ASTM C 443 PLUMBING FOR CONTINUATION. 4' MIN. <' MECHANICALLY RESTRAINED JOINTS --- 1 /4" PER FOOT SLOPE a— a 6" D.I. PIPE (SEE SPECS) I —I 11= I I I' — I —I I I d' • =111� 11= III • 12" -� T 12" ' — I I=I II—I I I —I I I I —I I I —I I i `—fit I I—III=1 11= PRE -CAST 1-1 1-111=111— 1 1J 1�JJ-11�1 CHECK VALVE W/BALL lll—llJ— CONCRETE -1 I Ii i 1 I I i] � = " SECTION DRIP VALVE AND I I 111=III—III CONCRETE SUPPORT. #57 WASHED LOCATED BALL DRIP AT NOTES: STONE LOW POINT IN LINE IN ORDER TO DRAIN LINE 1) ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT. AFTER FIRE EVENT. 2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING. 3) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 4) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 5) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6) FIRE DEPARTMENT CONNECTION SHALL BE 5' CLEAR OF LANDSCAPING. 7) PRE —CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN ACCORDANCE WITH AASHTO M199 AND ASTM C-478. FIRE DEPARTMENT CONNECTION SEE COVER DETAIL FOR DIMENSIONS AND LETTERING N.T.S. LIMITS OF CONCRETE AT BOTTOM OF BASE IN LANDSCAPE AREAS CONCRETE 3" BELOW SURFACE I CAST IRON CLEANOUT FRAME AND COVER FINISHED GRADE NO. 57 STONE NOTES 12° 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE). 2. DEPTH OF SERVICE SHALL BE HELD TO A MINIMUM BUT SHALL — 7 1/2 PROVIDE FOR CONNECTION TO 7 1 /4" SERVICE MAIN. I ; BOTTOM VIEW cli F OF COVER 5 1 /2" b 3/8" NOTE: ALL COVERS SHALL BE HS-20 TRAFFIC RATED COVER DETAIL SEE COVER DETAIL FOR DIMENSIONS AND LETTERING 4" IN LANDSCAPE AREAS MULCH SHALL BE FLUSH WITH FINAL GRADE IIF?IIt=11 o U z o g U W LREADED 0 co T CLEANOUT CAP U WITH EXTERNAL SQUARE NUT SWEEP WYE OR SANITARY WYE X & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE co FLOW 2% SLOPE MINIMUM SANITARY COVER SANITARY SEWER CLEAN OUT DETAIL 1/4" rn 2" X 3 3/4" LETTER SIZE N.T.S. 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER GB:HA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO DATE DFSCRIPTIC) 2/7/23 INITIAL SITE PLAN SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C593 L 1 7 3 51 5 J 2 COATS OF 8" DIA. 12" ACCESSIBLE TRAFFICE PAINT RESERVED V I----� 12" PARKING ® PENALTY m � TOW�AWRYiONE 14R �- IS1W$50�HNE a T 12^ 4" WIDE WHITE CORNER RADIUS - 1 1/2" (TYP.) PAINTED LINES E FOR ALL SPACES TO BE DESIGNATED AS ACCESSIBLE, THE -0- -0- VIRGINIA STANDARD "RESERVE PARKING" SIGN SHALL BE INSTALLED, AS WELL AS THE STANDARD "PENALTY, TOW -AWAY ZONE" SIGN. FOR SPACE DESIGNATED ON PLAN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. SIGN(S) SHALL BE MOUNTED ON BUILDING. Iry ACCESSIBL ACCESSIBL SIGN(S) SHALL BE MOUNTED WITH THE BOTTOM OF THE PARKING PARKING SIGN(S) NO LESS THAN 5' AND NO HIGHER THAN T ABOVE SPACE SPACE THE FINISHED GRADE. TYPICAL THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR s'-0" 8'-0" 8'-0" 8'-0"' MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS(S) FOR SIGNS. SIGN(S) SHALL COMPLY WITH THE LATEST EDITION OF UFAS NOTE: SEE SITE LAYOUT PLAN CURB STOPS 2.5' OFF OF (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC FOR PARKING DIMENSIONS & BACK OF CURB OR EDGE OF (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND THE LAYOUT DIMENSIONS SHOWN PAVEMENT (TYP) CODE OF VIRGINIA SECTION 36-99.11. ARE MINIMUMS ACCESSIBLE SIGN/ SYMBOL/STRIPING DETAILS N.T.S. LJ R1-1 REFLECTIVE ALUMINIUM 7 1-z EUiI U GALVANIZED "U" M O w CHANNEL POST p_j1Y ~ LL 0 0 9 Wl PAINT CONCRETE BLACK AFTER CURING AT i- ASPHALT LOCATIONS 0 N 4000 PSI CONCRETE STOP SIGN JE POST INDICATOR VALVE N.T.S. N.T.S. NOTES: 1. CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH UNIVERSITY OFFICE OF THE ARCHITECT PRIOR TO CONSTRUCTION. FILTER FABRIC TO 2. SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS, SURROUND SIDES OF PER DEQ GUIDELINES: GRAVEL DIAPHRAGM -CLAY CONTENT SHALL BE LESS THAN 10% PRETREATMENT BIORETENTION CELL -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE CELL 2' GRASS STRIP BETWEEN 10% AND 20% 2L : 1 W (PLANT WITH SOD) Z w O -SAND CONTENT SHALL BE BETWEEN 80% AND 90% >_ Q -ORGANIC MATTER: 3% - 5% J F w j -TOPSOIL CONTENT 8% - 12% U w Q -MULCH: 2 - 3 IN. OF AGED, SHREDDED HARDWOOD 6" PONDING DEPTH (MAX) Z) p Z BARK MULCH FILTER FABRIC TO Cp U O -SOIL pH RANGE: 6.0 TO 7.0 SURROUND SIDES OF :'' '. 10" WIDE FILTER FABRIC �:' ug N MIXED MEDIA MUST BE PROVIDED BY VENDOR PRETREATMENT CELL .`;:' STRIP ABOVE PEA ; '..' s >. D- P-INDEX: 5 - 15 mg/kg FOR MEHLICH I, 18 - 40 mg/kg FOR GRAVEL AND CENTERED MEHLICH III PERMEABLE ABOVE UNDERDRAIN iv -CEC: SHALL BE ABOVE 5 GEOTEXTILE LINER (1 "-2" ON EITHER SIDE) -INFILTRATION RATE: 1-2 IN/HR ALONG BOTTOM OF 3. SWALE SHALL BE STABILIZED WITH JUTE MATTING PRETREATMENT CELL 6" SCH. 40 PVC WHILE GRASS COVER IS ESTABLISHED. FILTER FABRIC TO PERFORATED 4. SWALE MAINTENANCE TO BE PROVIDED BY RIPRAP SHALL BE LIGHT BROWN SURROUND SIDES OF VARIES UNDERDRAIN PIPE (SEE UNIVERSITY LANDSCAPE DEPARTMENT AND UTILITY IN COLOR WITH ROUNDED BIORETENTION DETAIL) SYSTEM DISTRIBUTION DEPARTMENT. EDGES FROM SHENANDOAH 12" SUMP BELOW 5. GEOTEXTILE FABRIC: NON -WOVEN, FLOW RATE > 110 ASPHALT UNDER DRAIN GAUMIN/SF 6. CONTRACTOR SHALL COMPLY WITH BIORETENTION CONSTRUCTION NOTES ON THE DEQ BIOFILTER BIORETENTION SECTION: LEVEL 2 CHECKLIST, FOUND INSTORMWATERCALCULATIONS. HEAVY DUTY FRAME COVER HS-20 RATED WITH 24" CLEAR OPENING ALTERNATE GRADE IN STEEP SLOPE CONDITION (MAX. 3:1 SIDE SLOPE) SEE MANHOLE �\ \ RISER RING DETAIL B I ALL STEPS SHALL BE INSTALLED AT A CONSISTENT INTERVAL BETWEEN 12"-16" O.C. PRECAST JOINT. SEAL JOINT WITH "0" RING GASKET, GROUT OPENING, AND FIELD APPLY BITUMASTIC ON EXTERIOR SURFACE. SEE DETAIL AND SPECIFICATIONS FLEXIBLE BOOT CONNECTION WITH STAINLESS STEEL COMPRESSION BANDS (TYP) FLOW PIPE BEDDING. SEE DETAIL CONC. FOOTER. PRECAST MFG. SHALL BE REQUIRED \4w� TO SUBMIT BUOYANCY CALCULATIONS. MIN. 6" BEDDING WITH NO. 68 STONE y COMPACTED SUBGRADE TO 98% MAX. FINISHED GRADE (OR PAVEMENT) FIRST STEP SHAL \\\\ BE LOCATED WITH( 24" OF FINAL GRADE. a.. RUBBER COATED STEPS CONIC SECTION REQUIRED ON ALL CAST IN PLACE BY MANHOLES OUTSIDE OF PAVED MANUFACTURER. AREAS. FLAT TOPS ONLY PERMITTED ORIENT STEPS AWAY UNDER PAVED LEVEL AREAS. FROM PIPE PENETRATIONS. FLOW LINE FLOW - PRECAST FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET AND OULET PIPE SHALL BE PROVIDED BY PRECAST MFG. PER VDOT IS-1. SLOPE INLET SHAPING SHOT TOWARDS FLO) DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) A - ELEVATION VIEW A NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE GEOTECHNICAL CONSULTANT FOR THE SOIL CONDITIONS 2. MANHOLE DESIGN SHALL MEET REQUIREMENTS OF ASTM C890 FOR HS 20 LOADING. MANHOLE DESIGN AND CONSTRUCTION SHALL MEET ASTM C478 AND ACI 350. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED WITH NON -SHRINK GROUTED INSIDE & OUT. THE EXTERIOR OF SANITARY MH'S SHALL BE WATERPROOFED USING BITUMASTIC WATER PROOFING AND THE INTERIOR SHALL BE EPDXY COATED FOR VAPOR PENETRATION PREVENTION. 4. MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4' IN ACCORDANCE WITH THE LATEST O.S.H.A. REQUIREMENTS. 6. MANHOLE DIAMETER MINIMUM 4'. PRECAST MANUFACTURER SHALL SELECT SIZE BASED ON SPECIFIED PIPE SIZE AND GEOMETRY AND OTHER REQUIREMENTS. SANITARY SEWER MANHOLE DETAIL PLAN VIEW SECTION A -A N.T.S ""'"OLE WALL FLEXIBLE BOOT CONNECTION DO NOT GROUT ABOVE SPRING LINE SPRING LINE GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST FLOW TRANSITION (PER VDOT IS-1) CC-12 A PERMISSIBLE CONSTRUCTION JOINT 4r 77 MIN. a 8. ^!� tort MAX B 2 " WHERE STD. CG CG-7 IS USED. STD.CG-2 OR CG-6 20: 1 �1 m B TED DOMES MAX. 4'-0" MAX. DOWELS, 8" LONG 12" C-C SECTION A -A SLOPE 101 MAXIMUM SECTION B-B A 4' SQUARE LANDING y AREA OUTSIDE OF y _J TRAVELWAY SHALL =J �3 BE PROVIDED. 3 a Y V) 1 0 ¢ _0 �0 3: U A-lrA U TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT 5' AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK 3' Q:1M ') (WITH BUFFER STRIP) TYPE A (PERPENDICULAR) APPLICATION ALTERATIONS THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW COLOR SHALL BE NOTES: CONSTRUCTION, 6 FEET FOR ALTERATIONS. SOLOMAN COLORS, INC. 1, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DIA. #306 COLORFLO LIQUID SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. TYPES OFF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL COLOR (CANVAS) AT A OTHER DIA. RATE OF 6.4 LBS LIQUID 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED COLOR PER CUBIC YARD ACE OR IN TOP COLOR OF THE WARNING SECTIONSHALL BE A TRUNCATED DOME ADJACE ADJACENTSURFACE. CONTRASTINGIF COLOR WITHAST HE SURFACES (ADJACENT SURFACES INCCLLUD SARED SIDES). DETAIL OF CONCRETE. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. -� �- 23/°" C-C TRUNCATED DOME 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O O CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O O O O O O O 0 O O 0 O 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CFTNTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2". 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER. 23/°" C-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7• WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. O O O O 0 O 0 O O O O 0 O O O a 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP O O O O O O O O O O O O O O O INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. VARIABLE 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED T MINIMUM. WITHIN THE LIMITS OF THE CROSSWALK. I I PAY LIMITS DETECTABLE WARNING 10 . TYPICAL ROFEANTICPATEDSIDEWALK SHEAVY THICK.EN THE ENTRANCEACCOMMODATE RNING CSIDEWALK ANNOT EBEUINCREASED REQUIREMENTS TRUCK TRAFFIC CONCRETE DEPTH HOULD SHEET 1 OF 3 DETAIL TO 7". CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE REV.3/03 TYPE A (PERPENDICULAR) APPLICATION 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CONTRACTOR SHALL NOT CUT DETECTABLE WARNING STRIP TO ENSURE TRUNCATED DOME INTEGRITY. A �, PERMISSIBLE 07" WHERE STD. CC-12 CONSTRUCTION 5'-0" MIN. -� 5' MIN. CG-3 CG-7 IS USED. �• JOINT ® STD. CG-2 STD. CG-2 6" 12:1 MAX. X OR CG-6 48 : 1 MAX. W. �M Z 20 :1 4B :1M B � 2' 12:1 MAX. � B SECTION A -A s5 DOWELS, B" LONG AT 12" C-C PERMISSIBLE LOPE 12:1 CONST. JOINT A TRUNCATED DOMES MAXIMUM U v . - v. 5' MIN _j b SECTION B-B 21 MPX. Q 12:1 MAX. (N 4 SHALL BE toy - COLOR = SOLOMAN COLORS, INC. #306 COLORFLO LIQUID 5' ON COLOR (CANVAS) AT A IT 11 �� RATE OF 6.4 LBS LIQUID I I II N + COLOR PER CUBIC YARD CROSSWALK LANDING OF CONCRETE. TYPICAL PLACEMENT AEA OUTSIDE AREA OUTSITSI DE AT INTERSECTION TRAVELWAY SHALL CROSSWALK WITHIN CROSSWALK PERPENDICULAR 3 /°" DIA. NOTES: TYPE B (PARALLEL) APPLICATION CROSSWALK. DETECTABLE WARNING SHALL 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL %8" DIA. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. BE TERRACOTTA OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL IN COLOR TRUNCATED OF THE ENGINEER. DOME DETAIL 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 23/°" C-C TRUNCATED DOME 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. O 0 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O O O O O O O O O O O 0 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1�/2". 0 0 0 0 0 0 O O O O O O O O O 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 2%" C-C - FOR CURB/CURB AND GUTTER. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c4 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. O O O O O O O O O O O O O O 0 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, O O O O O O O O O O O O O O O OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT 0 0 0 O O O O O 0 0 0 0 0 0 0 POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS VARIABLE OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. Y MINIMUM. PAY LIMITS 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING DETAIL REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED Tn 7-1 SHEET 2 OF 3 SPECIFICATION CG-12 DETECTABLE SURFACE REFERENCE WARNING TYPE B (PARALLEL) APPLICATION REV. 3/03 Sot VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CONTRACTOR SHALL NOT CUT DETECTABLE WARNING STRIP TO ENSURE TRUNCATED DOME INTEGRITY. 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER G£tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS NO- DATE DESCRIPTION 2/7/23 INITIAL SITE PLAN SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C594 1 L 2 3 N.T.S. �.i 5 J E C C FA JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 5' III III s 1 1 r WATER SEWER 3 p o � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER DR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS 8c EASEMENT WIDTHS NTS FIG. W-1 Tn-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (2702' TO 10' 1R -22 7 W. VALVE BOX NE #68 STONE 42"MIN ';; 6" GATE VALVE all X6:. TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 'III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 624^ IN a. INITIAL BACKFILL 6s4 1 6" MIN MIN. MIN. MIN. 6" BEDDING - .. "', #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION �1� Q 4'MI INITIAL BACKFILL 4 MI UNSTABLE R" R" s" R" SOIL MIN. MIN. MIN MIN. �= #68 STONE :GRANULAR FILL AS O - APPROVED BY ACSA S . I ^ b6l2, STABLE SOIL^OR ROCJK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 " 3 Ill 21 11 1 a1 1 WATER 2500 P.S.I. M.J. GATE VALVE L�L`L9 CONCRETE 8 ZZx 2' BEARING AREA. THRUST BLOCK:,d d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF CU-YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" 4C 6" 45 2.00 2.25 ZOO 0.15 2A0 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 111/4 1.50 2.00 2.50 0.10 9 3.66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.200 8" 221/2 1,66 2.16 2.69 0.13 3.16 2.21 2-66 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 1W & 12' 45 3,33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG W-3 1' COMPRESSION X 3/4' MALE PIPE COUPLING OR APPROVED EQUAL DUAL SERVICE -1' TYPE 'K' SOFT COPPER SINGLE SERVICE ro FOR USE AL ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGADON SERMCES TEE 2' \ R ' COMPRESSION • 3/e MALE PIPE COUPUNG OR APPROVED EQUAL FOR USE AL DETACHED SINGLE FAMILY METER IS L SERVICE WHERE AN IRRIGATION METER IS NOT PROWDED. CAST IRON UD FINISHED GRADE W' MIN. CcPPERSETTER 1/8 BEND COUPUNG� pS, METER CORPORATION STOP Y�*,y,NT4',:.�M `,-` BRIM AS NECESSARY SAND OR DUST UNDER :i.'r"rnx'•`�_,-a.n. ..'4+y BOX AND SI:T1FR (2-INCH MINIMUM 1HICNNE55) :. yea: H;� .,•�;rG'� iy..+ VOOT SPEC. 203, NO. 57 AGGREGATE .'S.`..^;.u'=r..4'?i:_-+i:.'aK•,.c`i NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) NO SWEATED FITTINGS. 3) LATERALS INSTALLED WITHIN EXISTING. OR PROPOSED, WOT LLED RIGHT-OF-WAY SHALL BE INSTAIN A 2-INCH PVC SDR-21 OR HOPE DR11 CASING PIPE TYPICAL SERVICE LATERAL INSTALLATION (3/4" & 1" METERS) NTS FIG. W-6A 1D-10 Il;0_ Illl01i1J- I1 8" ELEVATION UNDISTURBED EART SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. GROSS ANCHOR RESTRAINTS FOR VALVES NIS Fig. W-3C TO-6 METER SIZE DIMENSION C 1/2' "IND 3'8' 2'3- 4' GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. B DOOR HINGES r----- ---- ----- I I I I I I I I I I I I I I I LIFT HANDLE L---------------- TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36- 1LUMINUIM ACCESS LATCH FINISHED GRADE ITi=f ff=T1 �I =T7 =1TI=-fir =T1 r=1Tl=-f ff= < TRENCH REDUCER ea 2500 P.S.I. CONCRETE THRUST BLOCK ---------------- UNDISTURBED SOIL t-- E'g - - - - - - - - - - - - - - MN PROFILE VIEW UNDISTURBED SOIL - EDGE • 24' MN ---- OF TRENCH ------- -`A----- ---------- /REDUCER Ir MN e. �• 2500 P.S.I. CONCRETE THRUST BLOCK, ' 8" MN - - - - - - - - - - - - - - -� -- - - - - - - - - - - --- UNDISTURBED SOIL - EDGE ° OF TRENCH • ' 24" MN NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95X COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 J WO 4 �z w w wW D_ W J Z Ld _ ~ o LIM p W Lj N z >_ K CURB - W U m o O I N W p O 7 2 � J z O (U V z i F: N .Z-, a0 N C3 Q J Q Z u'Oi R U LO d Q aLd a o w Cn 0, p L 4 N [D z Q d ? - 00'>� o mi za o� LLJWQ JW m N J wi T W (5�3 N0 O O p d LJ Q� Z4 k1J n m m Q W N LL p`p J W UN o U z F W Q N 0 ¢ � LLJ z Y B% Ta W V) aJ m¢ ¢ a J Q Nz w oX EWiI �ww DITCH wrn I Z U aZ ao zW N Da J _U UJ Z� KW F� Z __12 WW U yW, H FN N J< LD _0 Z Ofz_ w Z Q �I- ____ �N U 0_ N LL> U W w Hm aW �w w _ z U cli a w 0 z TD-21 GLAV ARCHITECTURL 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER GB:HA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: ACO APPROVED BY: MNM REVISIONS 2/7/23 INITIAL SITE PLAN SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C595 1 2 L 3 5 E C A 3 0 Fa 711 C a /i / i / / STABLE � Qs GOLF PARKING \� EX. TREE TYP. \ \ \ \ \ 10 0 O \ TENT LOCATION (NORTH) 1 •• DROP-OFF O / 45' X 75' \ l ,* NW OUTBUILDING - //-Q (RESTROOM)�� A�� - SWOUTBUILDING / \T� �~� FORMA ENTAIL \O •P (RESTROOM) I A ��. i �. MECH. EQUIP. YARD \ / 3 't WOOD FENCE L3.02 \ L J \ ACCESSIBLE ENTRANCE NE OUTBUILDING 7§` v (GUEST ROOM) REINFORCED TURF GRANITE WHEEL STOP TURNAROUND L3,0D A MANSION TOWER (NO ACCESS) 1 • **+ '`0 o° ❑ 7777 oA000 I 01 ADDITION '•� KITCHEN ACCESS _ x + * * * : •• * DROP-OFF • / *+ SE OUTBUILDING OUTBUILDING _ = (SERVICE) PROPOSEb JyV O_w D >< EX. GRAVEL 1. l - �'�,�:.; �,� :• I l /l /� J * * + A� RIVE PATH / EAST � �� v v x j GARDEN v +/ � �• /* / � / * / + TENT LOCATION VEHICULAR 1 /* PAVERS /*l / +*/ / (SOUTH) / L3.00 + / / J EX. SCULPTURE 45' X 75' /;` // TYP. + SOUTH�� LAWN _ iBACKLESS �\ \ \ AL fs I BENCHES IN EAST GARDEN '� \ \ ��oQ A \ •/ -+* J / TYP. +* O EX. JlI �C BOXWOOD HEDGEv * �1 TENT LOCATION / + x CD(EAST) + J EX NE VVAV O � ** O _ I \ v DRNE V v L 1 f \ EX. HEDGE r A `SB p \ . \ DI ' ..STONE \ \ \ CO ® QUARTERS f '' * x x \\ O / • )� (GUEST **++ \ QUARTERS) * * + �--' v* * + / • / '_T ®®® O PROPOSfO O/V C*++++***+ J �( I \ DF U E-AV j 1 CONCRETE L3.01) WHEEL STOP 10 GUEST PARKING SPACES N 36 EVENT PARKING SPACES Hardscape Legend ASPHALT PATHWAY (REFER TO CIVIL FO MILL/OVERLAY LIMIT BRICK PAVERS °°oo°°00000°° GRASSPAVE lCRUSHER RUN R S) X FENCE ® BENCH COORDINATE LANDSCAPE DRAWINGS WITH CIVIL DRAWINGS; NOTIFY ARCHITECT OF ANY DISCREPANCIES 0 15 30 60 Feet GLAVE�J HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL ooO'O O^,�� 15:N PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCC REVISIONS NO DATE DESCRIPTION SHEET TITLE LAYOUT AND MATERIALS PLAN - MANSION AND GROUNDS SHEET NUMBER L2.00 L 1 2 3 5 Lopyngnt tuts, Piave " "Dimes Arcmtecture. An ngnts reserved. inese dravnngs may not be used in any manner nor reproduced in any form vnthout prior consent from Gave ft Holmes Architecture. Fa 0 600 590 -7 V Z� + 595 011) -0. S \Tb Aso 0� 0 00, 5115 — — j Z.) 0 0 0 0/1 010 0 5?S OD\ 0 0 4 <\ 570 j 0 0 0 0 f 1p NEW CONNECTOR DRIVE 7 EXISTING DRIVEWAY WIDENED WITH PAVING OR REINFORCED TURF TO ENABLE EMERGENCY ACCESS 6 "\REPAIRED FOUNTAIN __—) AND SURROUNDING L3 01 GARDEN Hardscape Legend ASPHALT PATHWAY (REFER TO CIVIL FO MILL/OVERLAY LIMIT R S) BRICK PAVERS 000000000000 GRASSPAVE CRUSHER RUN x — FENCE ® BENCH COORDINATE LANDSCAPE DRAWINGS WITH CIVIL DRAWINGS; NOTIFY ARCHITECT OF ANY DISCREPANCIES 0 0 15 30 60 Feet GLAVE�J HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandhoLmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mylkins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804) 956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 1 5th St Richmond, VA 23219 T (804) 343-7100 W vhb.com SEAL PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCC3 REVISIONS NO. DATE DESCRIPTION SHEET TITLE LAYOUT AND MATERIALS PLAN - ENTRY DRIVE SHEET NUMBER L2*01 I 2 3 Ifl 5 -0mmint LULJ, Piave ot h0tones AnCiateCtore. Ali mints reserves. I neSe drawings may not be used in any manner nor reproduced in any form without prior consent from Glave Fit Holmes Architecture. 7 C n MECHANICAL YARD WOOD FENCE WOOD GATE urcv,»rHve 80 0 o°o °0000 000 0 0°0°0°0° 0 0 o`'c.: o`0 000000°0 0 0 o c- 0 0 0 000,00 00.. ('o°o 0 000°0°0°0°0°0°0°0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 > o oo o �o ,0 0 0 0 0 � 000000c I Mir' °0000° 3 \\ NORTHWEST OUTBUILDING TOWER TO REMAIN 84' 0 °i TEMPORARY EVENT TENT n CONCRETE WHEEL STOP TYP OF (10) U� i Hardscape Legend ASPHALT PATHWAY (REFER TO CIVIL FO MILL/OVERLAY LIMIT BRICK PAVERS GRASSPAVE 0000000000000 CRUSHER RUN X FENCE R ® BENCH 0 10 20 40 Feet GLAVE F�? HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL o�Lelo o� 1�� PROJECT NUMBER G&HA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCG REVISIONS NO DATE DESCRIPTION SHEET TITLE LAYOUT AND MATERIALS PLAN - ENLARGEMENT SHEET NUMBER L2.02 1 2 3 5 topyngnt tuts, blave t tmunes ArCmteCNre. All minis reserved. i nese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave 8 Holmes Architecture. 7 C MITERED CORNER PERIMETER SOLIDER COURSE 45° HERRINGBONE PATTERN NOTES PINE HALL FULL RANGE BRICK PAVER OR APPROVED EQUAL • CAN BE MORTARED OR SAND SET • BRICK IMAGE SHOWN FOR PATTERN ONLY; NOT INSTALLATION METHOD 77 7 y { v HERRINGBONE PAVER PATTERN NOTES • PROVIDES REINFORCEMENT FOR FIRE LANE EASEMENT ISO ►►:1j1�1 1�Ij11 , : • • ►MNM � �j►e�►ej►�Ij►e ►ej� �. . . ►MNM � r4�r3.3rPLAN I SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING 1 RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL ROAD BASE 95% MODIFIED PROCTOR DENSITY Q;o o . o I COMPACTED SUBGRADE SECTION TOP OF GRASS ROOT MASS 6MM (y4') ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL -- --- 0 o 0 000::00 GRASSPAVE2 Q o QQ O O ° q ogAo O 12" COMPACTED GRAVEL BASE COURSE ENLARGEMENT NOTE 1. GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER 5 PLANTING BED 1/8" X 4" STEEL EDGING WITH FLUSH OVERLAP JOINT ASSEMBLY - COLOR: BROWN FINISH GRADE 3/16" THICK X 15" STEEL STAKE @ 32" O.C. SECTION 1/8" X 4" BROWN STEEL EDGING FLUSH OVERLAP FINISH GRADE OF ADJACENT SURFACE ASSEMBLY 1/2" BELOW TOP OF EDGING 3/16" THICK STAKE X 15" LONG @ 32" O.C. STEEL EDGING 1 1/2" = 110" 3 0 PAVERS SET EDGE PAVER IN MORTAR SAND SWEEP JOINTS W/ POLYMERIC SAND 1" CONCRETE SAND SETTING BED PROVIDE FILL SLOPED 4" 21-B STONE BASE BACK TO EX. GRADE AT MAXIMUM 5%SLOPE DO NOT COMPACT SOIL WITHIN DRIPLINE OF TREE EXISTING GRADE FINISH GRADE �a. PAVERS OVER TREE ROOTS CRUSHER RUN PAVING EXTEND GRAVEL 6" PAST EDGE OF PAVERS MINIMIZE DISTURBANCE TO EXISTING ROOTS 6" (MIN.) #21 STONE (BROWN CRUSHER RUN) G EOTEXTI LE FILTER FABRIC COMPACTED SUBGRADE NOTES • FOR MECHANICAL YARD • STEEL EDGE BORDER • INSTALLED WITH GEOTEXTILE BARRIER 1 1/2" = 1'-0" NOTES • AT EXISTING SPECIMEN TREES, PATHS SHOULD BE CONSTRUCTED ON TOP OF EXISTING GRADE TO PROTECT TREE ROOTS 4X8 PAVERS SET EDGE PAVER IN MORTAR SAND SWEEP JOINTS W/ POLYMERIC SAND FINISH GRADE I-1�III v EXTEND GRAVEL 6" PAST EDGE OF PAVERS 1" CONCRETE SAND SETTING BED 4" 21-B STONE BASE COMPACTED SUBGRADE -, SAND SET PAVERS n y 1 1/2" = V-0" 80MM VEHICULAR RATED PAVERS 1" SAND SETTING BED 8" CONC. BASE - 4000 PSI @28 DAYS W/#4 REBAR @ 6" O.C. EA. WAY - 3" d e e 1" WEEP HOLES - 6' O.C. OR AT LOW SPOTS - FILLED WITH FINE AGGREGATE, COVERED WITH FILTER FABRIC 8" VDOT #57 STONE COMPACTED SUBGRADE TO 95% GLAVE�J HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL �VO PROJECT NUMBER G£tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCC REVISIONS NO DATE DESCRIPTION SHEET TITLE DETAILS 1 SHEET NUMBER L3*00 7 GRASSPAVE 1 N.T.S. 2 3 VEHICULAR PAVERS IU 5 topyngnt tuts, bmve anoimes Arcmtecture. ur ngnts reserved. i nese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave 8 Holmes Amhitecture. 7 C 1 in SIDEWALK (UNLESS OTHERWISE NOTED ON PLANS) — CONCRETE WHEEL STOP BENCHES WITH BACK #5 REBAR - 18" MIN. LENGTH (TYP.) N.T.S. NOTES • MANUFACTURER: COUNTRY CASUALTEAK • WINDERMERE 5FT BENCH • FINISH: NONE • QTY: 10 • TEAK • AGES TO SILVER/GRAY • ANCHORED TO PAVEMENT N.T.S. I OIC 2 #4X5'9" STRIPING (TYP) BACKLESS BENCH NOTES • CITY:46 • ADD ALTERNATE - PRICE ALL WHEEL STOPS AS GRANITE NOTES • MANUFACTURER: COUNTRY CASUALTEAK • WINDERMERE 5FT BACKLESS BENCH • FINISH: NONE • QTY:8 • TEAK • AGES TO SILVER/GRAY • ANCHORED TO PAVEMENT N.T.S. 2 ADD ALTERNATE PRICE ALL WHEEL STOPS AS GRANITE GRANITE WHEEL STOP AREA DRAIN GRATE NOTES • QTY:3 N.T.S. NOTES • EXISTING HISTORIC FOUNTAIN TO BE REPAIRED AND REINSTALLED Sri LW . ,..... -. ._. _ _ W-Now -woo NOTES F ; ) _..,...... • QTY.4 ;>•rEg • NDS 9" BRASS DRAIN GRATE N.T.S. C6 HISTORIC FOUNTAIN N.T.S. GLAVE�J HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL elo 1�lw �Vo PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCG REVISIONS NO. DATE DESCRIPTION SHEET TITLE DETAILS 2 SHEET NUMBER L3*01 1 2 3 5 topyngnt tuts, blave t tmunes ArCmteC[nre. All minis reserveo. i nese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave & Holmes Architecture. E •J C STAGGERED RUNNING BOND PATTERN ON BRICK CAP - NO OVERHANG COMMON BOND BRICK PATTERN TO MATCH ARCHITECTURE EA. SIDE OF 4" CMU CORE GROUTED SOLID (4) #4 REBAR W/'U FOOT FINISH GRADE SEE LAYOUT PLANS FOR PAVING CONDITION GALV. HORIZ. LADDER TYP. WALL TIES @16" O.C. CONCRETE FOOTING - 3,000 PSI TOP - (2) #4 REBAR CONTINUOUS BOTTOM - #4 REBAR @18" O.C. COMPACTED SUBGRADE 3" CLEAR TO TYP, 95% PROCTOR DENSITY C%TCP') C'C!'%TIlIAI BEYOND CHEEK WALL BEYOND WITH COMMON BOND 36" HIGH STEEL HANDRAIL BRICK PATTERN TO MATCH ARCHITECTURE 1'- q rw' " VARIES (SEE PLAN) I I 1' TYP. 1" OVERHANG STEPS BEYOND TYP.* q 1 1/2" SQ. RAILING POST CORE DRILL SECURE PREFORMED AND WITH HYDRAULIC CEMENT CAULKED EXPANSION JOINT ~ --- LJ d d S OPE TO D IN n o I a• a Ar ,e L G �. CLE —III TYP. 1. e G Fi IP I11= .7 III —I I SEE PLAN FOR PAVING I I I I I I a d a CONDITION illl III... a PREFORMED & CAULKED EXPANSION _ JOINT COMPACTED SUBGRADE TO 95% PROCTOR DENSITY=III I I SUBGRADE 18" DIA. FENCE ELEVATION / SECTION cfAvc AA=0o rnr.r nrn BRICK RETAINING WALL TW 584.5 A 583.71 r BASEMENT -- ------ — — — ---- I FFE 582.71 22'-5$" @ 4.5% ..1 WEST RAMP ILLUSTRATIVE SECTION A `SEE PLAN FOR PAVING CONDITION 4" MIN. VDOT #57 STONE PREFORMED & CAULKED EXPANSION JOINT BRICK TREAD LAID FLAT 1" MORTAR SETTING BED #4 REBAR @ 12" O/C EA. WAY ADA COMPLIANT BEVELED BRICK TREAD HEAVY DUTY SLIDE BOLT LATCH 2X6 WOOD FRAME ATTACHED TO STEEL ANGLEFRAME HEAVY DUTY GATE HINGE (3 PER DOOR) 4" X 4" X 5/16 GALV. H.S.S. COLUMN TYP. (PAINTED) 2 x 4 WOOD BRACING @ EACH GATE HEAVY DUTY CANE BOLT CONC. FOOTING WOOD PANELS (SEE ENCLOSURE WALL SECTION - PER THIS SHEET) ..1 GATE ELEVATION / SECTION L 6 WESTERN RED .DAR POST TYP. X6 WESTERN D CEDAR NCE PALES — WOOD iT BEYOND WOOD LS W/ /ELED TOP 4 it W. III; I' NOTES: 1. ALL WOOD TO BE 'SAWN' WESTERN RED CEDAR. 2. ALL FASTENERS TO BE GALVANIZED SCREWS p 3. FENCE PAINTED BLACK TO MATCH MANSION TRELLIS VDOT #57 STONE '_]__� COMPACTED 18" DIA. SUBGRADE EAST RAMP ILLUSTRATIVE SECTION 1/4" = 1'-U, n 25'-91L" @ 8.3% 2 x 6 WD. CAP CONT. 2 x 3 x 114 STEEL ANGLE FRAME @ PERIMETER OF GATE— DECORATIVE 2 x 6 WOOD CAP (BEYOND) H.S.S. BEYOND (PAINTED) CONTINUOUS 2 x 6 WOOD GATE -BRACING OUTSIDE N 'n 1 x 6 WD. PICKETS (1/4" GAP B/T EACH.) PAINTED - GALVANIZED 4 x 4 x 1/4 H.S.S. (BEYOND) CONT. 2 x 6 P.T. WD. BLK'G FINISH GRADE INSIDE 3/4" = 1'-0" GLAV E� ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757)499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL ooOlO O^�� PROJECT NUMBER G&HA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCG REVISIONS NO. DATE DESCRIPTION SHEET TITLE DETAILS 3 SHEET NUMBER L3*02 topyngnt tuts, Move t tmunes Arcmteaure. ar ngnts reserved. i nese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave & Holmes Architecture. 2 3 12 5 r- E 9 C i 1 3 FENCE ILLUSTRATIVE - LOOKING SOUTH FENCE ILLUSTRATIVE - LOOKING EAST 1/4" = 1'-01, 1/4" = 1'-01, E FENCE ILLUSTRATIVE - LOOKING NORTH 1/4" = 1'-01. GLAVErJ HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757)499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL �oOID ivo�� PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB REVISIONS APPROVED BY: DCG NO. DATE DESCRIPTION SHEET TITLE DETAILS 4 SHEET NUMBER L3*03 2 3 12 5 topyngnt tuts, blave t tmones ArCmteC[nre. All minis reserveo. i nese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave it Holmes Architecture. E� A 7 C MECHANICAL YARD j/ \ �00000 0 0 0 /b°o°o°o°o �T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°0°0°0°0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,tea°vim 0 0 0 0 0 0 0 0 0 Sao 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000°0 Co `-00000000 \°°°° *EX. CATALPA / 0DO0 ° �o PROPOSED CANOPY TREE TYP. PROPOSED 7 GAL. SHRUB TYP. EX. ASH 7 GAL. DECIDUOUS SHRUB TYP. I — �F OB I I I I I I I - -.—EX. SYCP #,EX. ASH *EX. UNC 0 D Hardscape Legend EX. * ASPHALT PATHWAY PROPOSED (REFER TO CIVIL FOR SMALL EVERGREEN MILUOVERLAY LIMITS) TREE TYP. ;ONO � �• PROPOSED j BRICK PAVERS UNDTYP. TORY �• TYP. 7 GAL. DECIDUOUS SHRUB TYP. *EX. UNC ft Co GRASSPAVE LARGE EVERGREEN TYP.,,;;,,,,,,,,,,,,,,,,,,,,,,,;;;,,.,,;:? CRUSHER RUN X FENCE PROPOSED CANOPYTREE BENCH TYP. PROPOSED 7 GAL. SHRUB TYP. Planting Legend O O O 3 GALLON SHRUB 7 GALLON DECIDUOUS 7 GALLON EVERGREEN B&B DECIDUOUS B&B EVERGREEN PROPOSED EVERGREEN TREE PROPOSED UNDERSTORY TREE PROPOSED CANOPY TREE EXISTING TREE PERENNIALS/SEASONAL COLOR NOTE: 1. TREES MARKED WITH ASTERISK HAVE NOT BEEN SURVEYED. LOCATION BASED ON FIELD NOTES AND MAY VARY FROM LOCATIONS SHOWN ON PLAN 2. TREES MARKED'EX. UNCARE BASED ON SURVEY AND OTHER DRAWINGS BUT HAVE NOT BEEN CONFIRMED. 3. ADDITIONAL EXISTING TREES MAY BE BE PRESENT BUT NOT SHOWN ON THIS PLAN. 0 10 20 40 Feet 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757)499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL I1w ooOlO ivo PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RIB APPROVED BY: DCG REVISIONS NO. DATE DESCRIPTION SHEET TITLE PLANTING PLAN SOUTH SHEET NUMBER L4*00 topyngnt tuts, blave t tmunes ArCmteC[nre. All minis reserveo. i nese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave it Holmes Architecture. 2 3 12 5 r- E 7 C l � I `\ *EX. UNC TYP. I 1 \ \ \ \ \ \ 60 I --•-- �\\_ C� L_ 5�� \` --.!EX-ASH .LPROPOSE\ IZ Hardscape Legend ASPHALT PATHWAY (REFER TO CIVIL FO R MILL/OVERLAY LIMITS) BRICK PAVERS °oo°°°oo°°000 GRASSPAVE CRUSHER RUN X FENCE BENCH Planting Legend O O 3 GALLON SHRUB 7 GALLON DECIDUOUS 7 GALLON EVERGREEN B&B DECIDUOUS B&B EVERGREEN PROPOSED EVERGREEN TREE PROPOSED UNDERSTORY TREE PROPOSED CANOPY TREE EXISTING TREE PERENNIALS/SEASONAL COLOR NOTE: 1. TREES MARKED WITH ASTERISK HAVE NOT BEEN SURVEYED. LOCATION BASED ON FIELD NOTES AND MAY VARY FROM LOCATIONS SHOWN ON PLAN 2. TREES MARKED'EX. UNCARE BASED ON SURVEY AND OTHER DRAWINGS BUT HAVE NOT BEEN CONFIRMED. 3. ADDITIONAL EXISTING TREES MAY BE BE PRESENT BUT NOT SHOWN ON THIS PLAN. GLAVE�J HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL oelo 1 �� PROJECT NUMBER G£tHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCC REVISIONS NO DATE DESCRIPTION SHEET TITLE PLANTING PLAN NORTH SHEET NUMBER L4*01 1 2 3 M 0 10 20 40 Feet 5 -opymgnt tuts, Piave n nmmes Arcmtecture. Au mints reserves. Inese drawings may not be used in any manner nor reproduced in any form without prior consent from Glove It Holmes Architecture. F1 7 C i PLANTING DETAILS PLAN LINE OF STAKES TO BE PARALLEL TO WALK OR ROAD 4" PERF. 0 Fri CORRUGATED PLASTIC PIPE WITH CAP FLUSH WITH MULCH EQUAL EQUAL 1- EQUAL DECIDUOUS TREE STAKING DETAIL PLAN TREES 8'+ TREES 6-8' NO STAKING REQUIRED TREES UNDER 6' 0 4" — PERFORATED CORRUGATED PLASTIC PIPE WITH CAP FLUSH WITH MULCH EQUAL 1- EQUAL E EQUAL EVERGREEN TREE STAKING DETAIL 1/2" RUBBER HOSE - NEW, 12" IN LENGTH NO. 12 Ga GALVANIZED WIRE GUYS HARDWOOD STAKES 2x2x8' LONG TO BE INSTALLED OUTSIDE OF ROOTBALL 3" LAYER OF SHREDDED HARDWOOD MULCH -MOUNDED AT EDGE TO FORM A SHALLOW SAUCER TOP OF ROOTBALL TO BE AT OR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAX. BACKFILL PLANTING PIT WITH NATIVE SOIL - WHEN IN HEAVY CLAY, MIX GOOD QUALITY TOPSOIL WITH NATIVE SOIL CUT AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL -REMOVE ALL TWINE AND ROPE AROUND TRUNK AND TOP OF ROOTBALL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL - TAPER EDGE OF PLANTING PIT TO GRADE AS INDICATED CUT AND REMOVE THE TOP HALF OF ANY WIRE BASKETS OR SPLIT THE BASKET DOWN THE MIDDLE AND FOLD ONTO THE BOTTOM OF THE PLANTING PIT NOT TO SCALE 1/2" RUBBER HOSE- NEW -12" LONG MIN. NO. 12 GAUGE GALVANIZED WIRE GUYS HARDWOOD STAKES 2x2x8' LONG TO BE INSTALLED OUTSIDE OF ROOTBALL 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER TOP OF ROOTBALL TO BE AT OR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAXIMUM CUT AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL -REMOVE ALL TWINE AND ROPE AROUND TRUNK AND TOP OF ROOTBALL BACKFILL PLANTING PIT WITH NATIVE SOIL -EXCEPT IN AREAS OF HEAVY CLAY, ADD GOOD QUALITY TOPSOIL TO NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL -TAPER EDGE OF PLANTING PIT TO GRADE AS INDICATED CUT AND REMOVE THE TOP HALF OF ANY WIRE BASKETS OR SPLIT THE BASKET DOWN THE MIDDLE AND FOLD ONTO THE BOTTOM OF THE PLANTING PIT. — PLACE ROOTBALL ON UNDISTURBED SOIL NOT TO SCALE UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING DRIP LINE OF ADJACENT SHRUBS EDGE OF PLANTING BED PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE EDGE OF BUILDING OR WALK 2" LAYER OF SHREDDED HARDWOOD MULCH ALL PLANTS SHALL INSTALLED SO THAT TOP OF ROOT IS AT SAME GRADE AS ORIGINALLY GROWN TILL ALL PLANT BEDS TO A DEPTH OF 12 INCHES AND BACKFILL WITH NATIVE SOIL -IN AREAS WITH HEAVY CLAY OR ROCKY SOILS, AMEND WITH GOOD QUALITY LOCAL TOPSOIL -SEE SPECIFICATIONS GROUNDCOVER PLANTING BED DETAIL 1W no( F NOT TO SCALE MULTI -STEM TREE PLANTING DETAIL SHRUB PLANTING DETAIL FLOWER BED PLANTING DETAIL TREE FORM PLANT MATERIAL TO HAVE FULL SHAPE AS SHOWN IN DETAIL MULTI STEMMED TREES TO HAVE 3-5 TRUNKS OF SIMILAR SIZE TOP OF ROOTBALL TO BE AT OR SLIGHTLY ABOVE GRADE -1 OR 2 INCHES MAX. 3" LAYER OF SHREDDED HARDWOOD MULCH -MOUNDED AT EDGE TO FORM A SHALLOW SAUCER CUT AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL -REMOVE ALL TWINE AND ROPE AROUND TRUNK AND TOP OF ROOTBALL CUT AND REMOVE THE TOP HALF OF ANY WIRE BASKETS OR SPLIT THE BASKET DOWN THE MIDDLE AND FOLD ONTO THE BOTTOM OF THE PLANTING PIT EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL - TAPER EDGE OF PLANTING PIT TO GRADE AS INDICATED BACKFILL PLANTING PIT WITH NATIVE SOIL -WHEN IN HEAVY CLAY, MIX GOOD QUALITY TOPSOIL WITH NATIVE SOIL NOT TO SCALE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1 OR 2 INCHES ABOVE 3" LAYER OF SHREDDED HARDWOOD MULCH BACKFILL PLANTING BED WITH NATIVE SOIL EXCEPT IN AREAS WITH HEAVY CLAY, EXCESSIVE ROCKS OR CONSTRUCTION DEBRIS BACKFILL WITH LOCAL TOPSOIL REMOVE CONTAINER FROM ROOT BALL. GENTLY FINGER -LOOSEN ROOT BALL BEFORE PLANTING. TILL PLANTING BED TO A DEPTH OF 12 INCHES THROUGHOUT. USE HAND TOOLS WITHIN THE DESIGNATED TREE DRIPLINES. NOT TO SCALE EDGE OF PLANTING BED STAGGERED PLANT SPACING EDGE OF BUILDING OR WALK 1" LAYER OF SHREDDED HARDWOOD MULCH ALL PLANTS SHALL INSTALLED SO THAT TOP OF ROOT IS AT SAME GRADE AS ORIGINALLY GROWN ADD 6" OF NEW TOPSOIL IN ADDITION TO THE 6" TILLED BASE FOR A 12" TOTAL DEPTH TILL ALL PLANT BEDS TO A DEPTH OF 6 INCHES AND BACKFILL WITH NATIVE SOIL -IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH GOOD QUALITY LOCAL TOPSOIL - SEE SPECIFICATIONS NOT TO SCALE PLANT MATERIAL SCHEDULE QUANTITY BOTANICAL NAME COMMON NAME SPACING CALIPER I HEIGHT ROOT TYPE DETAIL REMARKS 18 CANOPY TREES ACER RUBRUM RED MAPLE AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED ACER SACCHARUM SUGAR MAPLE AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED CARYA OVATA SHAGBARK HICKORY AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED NYSSA SYLVATICA BLACK GUM AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED QUERCUS BICOLOR SWAMP WHITE OAK AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED QUERCUS COCCINEA SARLET OAK AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED QUERCUS FALCATA SPANISH OAK AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED QUERCUS LYRATA OVERCUP OAK AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED QUERCUS PHELLOS WILLOW OAK AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED QUERCUS SHUMARDII SHUMARD OAK AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED TILIA AMERICANA BASSWOOD AS SHOWN 3" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED 16 UNDERSTORY TREES AESCULUS FLAVA YELLOW BUCKEYE AS SHOWN 2.5" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED AMELANCHIER ARBOREA SERVICEBERRY AS SHOWN 2.5" 8-10' HT. B&B A SPECIMEN QUALITY, MATCHED CERCIS CANADENSIS EASTERN REDBUD AS SHOWN 2.5" 8-10' HT. B&B A SPECIMEN QUALITY, MATCHED CORNUS FLORIDA FLOWERING DOGWOOD AS SHOWN 2.5" 8-10' HT. B&B A SPECIMEN QUALITY, MATCHED MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA AS SHOWN 10-12' HT. B&B B 3 STEMS, MATCHED PRUNUS SUBHIRTELLA VAR. AUTUMNALIS AUTUMN CHERRY AS SHOWN 2.5" 12-14' HT. B&B A SPECIMEN QUALITY, MATCHED VIBURNUM PRUNIFOLIUM BLACKHAW VIBURNUM AS SHOWN 8-10' HT. B&B B 3 STEMS, MATCHED 16 LARGE EVERGREEN TREE ILEX OPACA AMERICAN HOLLY AS SHOWN 8-10' HT. B&B C SPECIMEN QUALITY, MATCHED JUNIPERUS VIRGINIANA EASTERN RED CEDAR AS SHOWN 12-14' HT. B&B C SPECIMEN QUALITY, MATCHED MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA AS SHOWN 2.5" 12-14' HT. B&B C SPECIMEN QUALITY, MATCHED PINUS STROBUS WHITE PINE AS SHOWN 12-14' HT. B&B C SPECIMEN QUALITY, MATCHED THUJA OCCIDENTALIS COMMON ARBORVITAE AS SHOWN 8-10' HT. B&B C SPECIMEN QUALITY, MATCHED 49 B&B EVERGREEN SHRUB BUXUS SEMPERVIRENS AMERICAN BOXWOOD AS SHOWN 4' HT. B&B D CAMELLIA JAPONICA JAPANESE CAMELLIA AS SHOWN 6-8' B&B D 12 B&B DECIDUOUS SHRUB HYDRANGEA PANICULATA PEEGEE HYDRANGEA AS SHOWN MIN. 48" B&B D HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA AS SHOWN MIN. 48" B&B D LINDERA BENZOIN SPICEBUSH I AS SHOWN MIN. 48" 1 B&B D 82 7 GALLON SHRUB PAEONIA SUFFRUTICOSA TREE PEONY AS SHOWN MIN. 18" CONT. D RHODODENDRON CALENDULACEUM FALME AZALEA AS SHOWN MIN. 18" CONT. D RHODODENDRON CATAWBIENSE CATAWBA RHODODENDRON AS SHOWN MIN. 18" CONT. D RHUS AROMATICA FRAGRANT SUMAC AS SHOWN MIN. 18" CONT. D HYDRANGEA MACROPHYLLA BLUE HYDRANGEA AS SHOWN MIN. 24" CONT. D 394 3 GALLON SHRUB BUXUS MICROPHYLLA LITTLE LEAF BOXWOOD AS SHOWN MIN. 24" CONT. D CLETHRA ALNIFOLIA DWARF CLETHRA AS SHOWN MIN. 24" CONT. D FOTHERGILLA GARDENII DWARF FOTHERGILLA AS SHOWN MIN. 24" CONT. D ILEX GLABRA INKBERRY AS SHOWN MIN. 21" CONT. D ITEA VIRGINICA'LITTLE HENRY' LITTLE HENRY SWEETSPIRE AS SHOWN MIN. 21" CONT. D PAEONIA LACTIFLORA CHINESE PEONY AS SHOWN MIN. 18" CONT. D RHODODENDRON PERICLYMENOIDES PINXTERBLOOM AZALEA AS SHOWN MIN. 18" CONT. D ROSA'LEDA' LEDA DAMASK ROSE AS SHOWN MIN. 24" CONT. D SYRINGA VULGARIS COMMON LILAC AS SHOWN MIN. 18" CONT. D 2,036 PERENNIALS AMSONIA TABERNAEMONTANA BLUESTAR AS SHOWN 1 GAL. CONT. E ARTMESIAABSINTHIUM WORMWOOD ASSHOWN 1 GAL. CONT. E BAPTISIA AUSTRALIS BLUE FALSE INDIGO AS SHOWN 1 GAL. CONT. E ECHINACEA PURPUREA CONEFLOWER AS SHOWN 1 GAL. CONT. E IRIS GERMANICA BEARDED IRIS AS SHOWN 1 GAL. CONT. E PANICUM VIRGATUM SWITCHGRASS AS SHOWN 1 GAL. CONT. E PHLOX PANICULATA GARDEN PHLOX AS SHOWN 1 GAL. CONT. E RUDBECKIA FULGIDA BLACK-EYED SUSAN AS SHOWN MIN. 15" CONT. E SYMPHYOTRICHUM NOVI-ANGLIAE NEW ENGLAND ASTER AS SHOWN 1 GAL. CONT. E 1,500 BULBS NARCISSUS POETICUS POET'S NARCISSUS AS SHOWN BULB E LARGE BULBS NARCISSUS INCOMPARABILIS VAR. PLENUS BUTTER AND EGGS AS SHOWN BULB E LARGE BULBS LILIUM CANDIDUM MADONNA LILY ASSHOWN1 I BULB I I E I LARGE BULBS PLANTING NOTES: 1. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SHOWN ON PLAN WITH TOTALS IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING. UNIT PRICES SHALL BE SUBMITTED AS PART OF FINAL BID. 2. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR TO BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY. 3. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATION 4. CONTRACTOR RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO BEGINNING OF CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT IF ANY CONFLICTS OCCUR. 5. THE LANDSCAPE ARCHITECT IS THE OWNERS REPRESENTATIVE AND SHALL BE THE APPROVING AUTHORITY FOR INFORMATION PROVIDED IN THESE PLANS AND SPECIFICATIONS. 6. ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENITIES, PLANTING SUPPLIES AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY. 7. ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS. 8. CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, PLANTING, AND IMPROVEMENTS SHOWN AND REQUEST IN FIELD APPROVAL FROM LANDSCAPE ARCHITECT. 9. BEDS TO CONTAIN SHRUBS OR GROUND COVER SHALL BE TILLED TO A DEPTH OF 6" AND THE SOIL CONDITIONED BY ADDING CLEAN, WELL ROTTED MANURE. IF EXISTING SOIL IS CONSIDERED TO BE UNUSABLE BY OWNER, BEDS SHALL BE TREATED TO ELIMINATE WEEDS AND WEED SEEDS. 10. ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 11. ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER. 12. ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN. 13. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE NURSERY. 14. FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION. 15. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO A.A.N. STANDARDS. SEE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1-(CURRENT EDITION). 16. SOIL SHALL BE FREE OF ALL WEEDS. 17. PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY COUNTY INSPECTION FOR COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE COUNTY. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE COUNTY RESULTING FROM UNATHORIZED SUBSTITUTIONS OR DOWNSIZING. 18. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER 19. THE ONE YEAR GUARANTEE PERIOD SHALL BEGIN UPON THE OWNER'S APPROVAL AND ACCEPTANCE OF THE PLANTING INSTALLATION. THE OWNER SHALL ASSUME RESPONSIBILITY FOR MAINTENANCE INCLUDING WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION. 20. CONTRACTOR SHALL REMOVE STAKING FROM TREES AT THE END OF THE ONE YEAR WARRANTY PERIOD. GLAVErJ HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757)499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB APPROVED BY: DCG REVISIONS NO. DATE DESCRIPTION SHEET TITLE PLANT SCHEDULE AND NOTES SHEET NUMBER L4*02 2 3 V 5 topyngnt tuts, blave t tmunes ArCmteCNre. 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CM-LED-e72 O9 BEACON SLIDE TYPE 5W 1,000 10489 BEACON PRODUCTS SLD-40L-1ID-4K7-51I O9 BEACON SLIDE TYPE a 1,000 103 68 BEACON PRODUCTS ISM-40L-4K9-3 Calculation Summary Label CalcType L-11 Avg Max Min Avg/Min Max/bin Parking Illuminance Fc 2.49 0.8 0.3 B23 22.67 P p a bg LIGHTING VIRGINIA CENTRAL 40DG 2 Sonthlake Blvd Richmond, VA 23236 Tel B04-379-7979 Ightingvirginia. corn 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS_ ANY SUBSTITUTION. MLIT RECEDE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUT, PICDLC'T SUBMITTALS AND A FULL SET OF ITL REPORTS WILL DDLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION- MOUNTING HEIGHT ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNERS REPRESENTATIVE_ 8. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. M � � � � � � M GLAVErJ HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703)849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757)499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL PROJECT NUMBER GEtHA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RjB APPROVED BY: DCG REVISIONS NO. DATE DESCRIPTION SHEET TITLE LIGHTING PLAN SHEET NUMBER L7*00 1 2 3 F 5 0 15 30 60 Feet Eopyngnt tuts, hove M Holmes Arcmtecture. All ngnts reserved. I Base dravdngs may not be used in any manner nor reproduced in any form vdthout prior consent from Glave it Holmes Amhitecture. F- E •J C lei in / i5 LIGHTING COLLABORATIVE 717 WATSON AVE /I� CHA ALOTTESVILLE, VA 22901 •1}31.608,0590110fl(ey®i51[.ituAiU 1 3 POST LUMINAIRE WALL LIGHT BEACON SLIDE POLE FIXTURE CURRENTLY INSTALLED AT OVA GOLF PRACTICE FACILITY ORDERED FOR AND WILL BE INSTALLED AT BOAR'S HEAD INN PARKING (15LC RECOMMENDS REPLACING AT INN WITH TREE LIGHTING OR NEW LIGHT 804) SPECIFIED IN CURRENT DOCUMENTS FOR TENNIS/GOLF PARKING NOT INTENDED FOR USE OUTSIDE THESE AREAS NOTES • BEACON SLIDE • CITY: 9 TYPE 3 NARROW, 9 TYPE 5 WIDE • MATERIAL: ALUMINUM • BLACK MATTE TEXTURED FINISH AREA LIGHTING - PARKING: GOLF/TENNIS AND INDOOR GOLF PRACTICE BOAR'S HEAD INN AND BIRDWOOD EXTERIOR LIGHTING MASTER PLAN FIXTURE FAMILIES: DESIGN PROPOSAL 10CT 30, 2018 I N.T.S. NOTES • BK LIGHTING YACHT STAR • QTY:14 • MATERIAL: ALUMINUM • BLACK POWDER COAT FINISH N.T.S. PATH LIGHT NOTES • HEVI LITE MODEL HL-620 • CITY:75 • MATERIAL: ALUMINUM • BLACK POWDER COAT FINISH N.T.S. GLAVE�J HOLMES ARCHITECTURE 2101 East Main Street Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com PROJECT TITLE BIRDWOOD MANSION REHABILITATION UVA Foundation 500 Birdwood Drive Charlottesville, VA 22903 CONSULTANTS CIVIL ENGINEER Dewberry 4805 Lake Brook Drive Glen Allen, VA 23060 T (703) 849-0100 W dewberry.com STRUCTURAL ENGINEER Lynch Mykins Structural Engineers 1519 Summit Ave, Suite 101 Richmond, VA 23230 T (804)956-2288 W lynchmykins.com MEP ENGINEER PACE Collaborative 1277 Perimeter Parkway Virginia Beach, VA 23454 T (757) 499-7223 W pace-pme.com LANDSCAPE ARCHITECT VHB 115 South 15th St Richmond, VA 23219 T (804)343-7100 W vhb.com SEAL �Vo PROJECT NUMBER G&HA#: 22078 DATE FEBRUARY 7, 2023 DRAWN BY: RJB REVISIONS APPROVED BY: DCC NO DATE DESCRIPTION SHEET TITLE LIGHT FIXTURES SHEET NUMBER L7*01 2 3 5 Lopyngnt tuts, suave a nolmes Architecture. Ali rants reservea. Inese drawings may not be used in any manner nor reproduced in any form without prior consent from Glave & Hotmes Architecture.