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HomeMy WebLinkAboutARB202000056 Plan - Approved 2021-08-21STONEFIELD BLOCK D 1 FINAL SITE PLAN SHEET NO.DR-AWING., TITLE ALBEMARLE COUNTY, VIRGINIA 1 OF 12 C-1 COVER SHEET 2 OF 12 C-2 ABBREVIATIONS AND LEGEND 3 OF 12 C-3 GENERAL NOTES 4 OF 12 C-4 EARTHWORK REQUIREMENTS 5 OF 12 C-5 PROFFERS, VARIATIONS, & SPECIAL EXCEPTIONS 6 OF 12 C-6 EXISTING CONDITIONS 7 OF 12 C-7 DEMOLITION PLAN 8 OF 12 C-8 SITE LAYOUT PLAN 9 OF 12 C-9 SITE GRADING PLAN 10 OF 12 C-10 DETAILS 11 OF 12 C-11 DETAILS 12 OF 12 C-12 STORM SEWER PROFILES & CALCULATIONS APPENDIX AP-1 PARKING GARAGE LAYOUT L3.0 OVERALL LANDSCAPE PLAN L3.1 DETAIL LANDSCAPE PLAN L3.2 DETAIL LANDSCAPE PLAN L3.3 DETAIL LANDSCAPE PLAN L3.4 DETAIL LANDSCAPE PLAN L4.0 LANDSCAPE NOTES AND DETAILS L5.0 PHOTOMETRIC PLAN L6.0 SITE LIGHTING CUT SHEETS L6.1 SITE LIGHTING CUT SHEETS L6.2 SITE LIGHTING CUT SHEETS L6.3 SITE LIGHTING CUT SHEETS L6.4 SITE LIGHTING CUT SHEETS L6.5 SITE LIGHTING CUT SHEETS BUILDING STORIES STUDY BUILDING STORIES 0 DISTRICT AVE. SOURCE OF TITLE: THIS IS A PORTION OF THE SAME PROPERTY IDENTIFIED AS TAX MAP PARCEL 61W-3-19A (PARCEL 1) CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER LLC (PREVIOUS OWNED BY ALBEMARLE PLACE EAAP, LLC) BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4857, PAGES 503-511. SITE PLAN NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR THE CONSTRUCTION OF A 220 UNIT, RESIDENTIAL APARTMENT BUILDING AND 2,073 SQ.FT. COMMERCIAL SPACE ON BLOCK D-1 OF STONEFIELD. 2. THE RESIDENTIAL APARTMENT BUILDING WILL CONSIST OF APPROXIMATELY 14 STUDIO, 126 1-BEDROOM, 70 2-BEDROOM, AND 10 3-BEDROOM UNITS. 3. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 4. ALL AIR HANDLER EMISSIONS SHALL BE DIRECTED AWAY FROM ANY ADJACENT RESIDENTIAL USES. 5. PARKING GARAGE SHALL BE DESIGNED SO THAT NO LIGHT IS PROJECTING OUTSIDE THE STRUCTURE. 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 7. REFER TO "STONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT" AND "STONEFIELD BUILDING C1-IV FINAL SITE PLAN AMENDMENT" FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, AND LANDSCAPING DETAILS AND CALCULATIONS. 8. STORMWATER MANAGEMENT FOR THE AREA ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH WPO 2010-00023, WPO 2013-69, SDP 201 1-00047, WPO 201 1-00055, AND WPO 201 1-00036. THIS PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS-19. 9. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THESE IMPROVEMENTS. 10. PUBLIC WATER & SEWER IS PROVIDED TO THIS SITE THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). 11. A PARKING REDUCTION REQUEST HAS BEEN SUBMITTED TO ALBEMARLE COUNTY FOR THE IMPROVEMENTS ASSOCIATED WITH THIS SITE. THE PARKING CALCULATIONS PROVIDED ARE BASED ON THIS REQUEST. 12. PARKING CALCULATIONS REFLECT THE STONEFIELD TOWN CENTER BLOCKS A-D AS CURRENTLY DEVELOPED AND DO NOT INCLUDE BUILDINGS SHOWN ON THE APPROVED STONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT THAT WERE NOT CONSTRUCTED. 13. THE SIDEWALK MAINTENANCE AND INGRESS/EGRESS EASEMENTS FOR DISTRICT AVE. WILL BE REVISED BY PLAT UNDER SEPARATE COVER. ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY COMMENTS 3 ADDRESSED COUNTY COMMENTS �f� JDB 05/21 JDB 07/Of JDB 08/1� BY I DATE I N0. WP02011-00055, SDP2011-00047 SDP2019-00057 SDP2020-00024 WP02020-00016 N �o FASHION Z SQUARE MALL WHITEWOOD F, RD 2 0t. �P (- SITE 6 ST�'O C�o SEMINOLE SQUARE GF��Q�P ,y SHOPPING CENTER q � oPVG i US HWY 29/250 BYPASS 'Po�gE� N o P 1 5 o �� �Ov O� VICINITY MAP SCALE: 1 "=2000' BLOCK D1 PARKING REQUIREMENTS: BLOCK D1 APARTMENTS (RESIDENTIAL): 370 SPACES BLOCK D1 RETAIL: 9 SPACES BLOCK D1 TOTAL PARKING REQUIRED: 379 SPACES STRUCTURED PARKING PROVIDED: *347 SPACES (INCLUDES 12 HANDICAPPED SPACES) *PARKING REDUCTION APPROVED BY ZONING, PER LETTERS DATED FEBRUARY 26, 2020 AND JUNE 23, 2020. TOTAL PARKING PROVIDED: 347 SPACES. 11_ 1, f-26 ENGINEERS SURVEYORS PLANNERS PDBox4119 968 Olympia Dr, Suite Lynchburg VA 24502 Chulonesvdle, VA 22911 Phone_ 434 316 6080 Phone_ 4349842700 w o"asseciates net SITE DATA OWNER/DEVELOPER: ENGINEER: OCT STONEFIELD PROPERTY OWNER LLC C/O O'CONNOR CAPITAL PARTNERS LLC 535 MADISON AVENUE, 6TH FLOOR NEW YORK, NY 10022 ATTN: OJAS DESAI EMAIL: ODESAI®OCONNORCP.COM WIN ASSOCIATES, INC 968 OLYMPIA DRIVE, SUITE 1 CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: JOHN D. BEIRNE, JR., P.E. EMAIL: JBEIRNE®WWASSOCIATES.NEf SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER, LLC BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DB 4857, PGS 503-511 AND IS INDICATED AS TAX MAP PARCEL TMP 61W-3-19A. SOURCE OF BOUNDARY SURVEY: WIN ASSOCIATES, INC DATED: MAY 29, 2013 SOURCE OF TOPOGRAPHY: WIN ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: SEPTEMBER 20, 2019 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON -WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TM 61W, PARCEL 3-19A ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR & AIRPORT IMPACT AREA EXISTING USE: PARKING LOT PROPOSED USE: RESIDENTIAL (APARTMENTS) COMMERICAL TRASH: ON -SITE DUMPSTER YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. PROPOSED BUILDING HEIGHT: 88' MAX. (VARIES; 6-7 STORIES) BUILDING GROSS AREA: 65,080 SF TRAFFIC GENERATION: APARTMENTS (USE 220) (PER ITE TRIP GENERATION 6.65 TRIPS/UNIT/DAY MANUAL, 8TH EDITION) 220 UNITS x 6.65 = 1,463 VPD SPECIALTY RETAIL CENTER (USE 814) 44.32 TRIPS PER 1,000 SQ.FT. OF GLA ((2,073/1,000)x44.32 = 92 VPD TOTAL VPD: 1,463 + 92 = 1,555 VPD BLOCK D1 LAND USE SCHEDULE TOTAL SITE (NEW PARCEL) 2.47 AC. (100%) Approved BUILDING 1.49 AC. (60%) MMM OPEN SPACE 0.46 AC. (19%) 8/21 /2021 OTHER IMPERVIOUS 0.52 AC. (21 %) DESIGNED PROJECT: STONEFIELD BLOCK D-1 FINAL SITE PLAN DRAWN BY. ALBEMARLE COUNTY, VIRGINIA KTM TITLE: DIHR BY: HFW WWA NUMBER: FILE NAME: 219040.03 904003C-CS-l.dwg r#10172 iyC10M DISCIPLINE: CIVIL SCALE: H:AS SHOWN V: N/A DATE: 02128120 SET REV. NO. 3 DRAWING NUMBER: C-1 SHEET NUMBER: 1of12 SHEET REVISION SHEET REVISION I BY I DATE E] EX SYMBOL LEGEND NEW POf AIR RELEASE VALVE BENCHMARK/FFE BLOW OFF VALVE 0O` m BOLLARD O BORE HOLE o❑ BUILDING COLUMN 0 BUSH G © CABLE BOX CEMETERY CONIFEROUS TREE ABBREVIATIONS DECIDUOUS TREE AFF ABOVE FINISHED FLOOR HB HORIZONTAL BEND RT RIGHT DRAINAGE INLET GRATE AHD AHEAD HC HANDICAP R/W RIGHT OF WAY 00 DRILL HOLE ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHELENE SAN SANITARY SEWER 0 ELECTRIC METER BOX BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE (D ELECTRIC PANEL BOX Of BE BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN ❑E ELECTRIC PEDESTAL ❑E BFF BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE OE ELECTRIC MAN HOLE OE BM BENCH MARK INV INVERT SL SLUDGE 41 FIRE DEPARTMENT CONNECTION BK BACK IPF IRON PIPE FOUND SQ SQUARE rC FIRE HYDRANT BOV BLOW OFF VALVE IRF IRON PIN FOUND S.S. STAINLESS STEEL 6 FLAG POLE 6 BW BOTTOM OF WALL IRS IRON PIN SET SSMH SANITARY SEWER MANHOLE © GAS MAN HOLE CAN CABLE TELEVISION JB JUNCTION BOX STA STATION GM GAS METER GM CG CURB & GUTTER LAT LATERAL STD STANDARD GAS VALVE pd CIP CAST IRON PIPE LF LINEAR FEET STL STEEL © GENERATOR CENTER LINE LP LAMP POST SW SIDEWALK Q GROUND LIGHT 44 CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED -0 GUY POLE -0 CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED HANDICAPPED PARKING CONIC CONCRETE MF MONUMENT FOUND TC TOP OF CURB 0 HEAT PUMP H❑ COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE 0 IRON PIN 0 CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL 0 LIGHT POLE 0 CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL 15 MAILBOX DI DROP INLET NF NAIL FOUND UG UNDERGROUND Q MONITORING WELL DIA DIAMETER NO NORMALLY OPEN UGT UNDERGROUND TELEPHONE 0 MONUMENT FOUND DIP DUCTILE IRON PIPE NS NAIL SET UGU UNDERGROUND UTILITY MONUMENT SET 0 EF EACH FACE NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED ® PANEL POINT 8 EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND POWER METER ELEC ELECTRIC OC ON CENTER VHD VEHICLES PER DAY Q> POWER POLE Qf EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER ROAD SIGN EOTL EDGE OF TRAVEL LANE PF PLANT FLOW WAS WASTE ACTIVATED SLUDGE SANITARY CLEAN OUT EQPT EQUIPMENT PGL PROFILE GRADE LINE WL WATER LINE O SANITARY SEWER MAN HOLE O EW EACH WAY PP POWER POLE WM WATER METER SIGN EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION SPRINKLER HEAD 0 FF FINISHED FLOOR PRV PRESSURE RELIEF VALVE WT WATERTIGHT O STORM DRAIN MAN HOLE OD FH FIRE HYDRANT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC 0 TRAFFIC LIGHT POLE 0 FM FORCE MAIN PVC POLYVINYL CHLORIDE XING CROSSING 0 TELEPHONE MAN HOLE TO FL FLOURIDE PVMT PAVEMENT YDS YARDS ❑T TELEPHONE PEDESTAL 0 FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT $ TELEPHONE POLE $ GALV GALVANIZED RCP REINFORCED CONCRETE PIPE TELEPHONE JUNCTION BOX GV GATE VALVE REQ'D REQUIRED � TEST PIT TP 61 NOTES: z TRAFFIC CONTROL BOX 0 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. ❑ TRAFFIC JUNCTION BOX JO 0 TRAVERSE Q o❑ UTILITY MARKER POST ❑o 7D� UTILITY POLE CO-) 0 VENT PIPE 0 0 WATER MAN HOLE OW A=E WATER METER WATER SURFACE ELEVATION DQ WATER VALVE wv 0 WELL ® YARD GRATE EXISTING - - R/W - - — R/W OHCT OHCT UGCT UGCT UGCT- DRN OHT OHT UGT UGT UGT OF OHE SHE UGE UGE 0-0-0-0 GAS GAS PF RAS FM FM SAN SAN SL TOB TOB OHU OHU UGU UGU WAS W W W BW BW BW D D D FBW FBW FE FE FE FW FW FW NPW WP WP WP RAW RAW LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT-OF-WAY BOUNDARY PROPERTY LINE BOUNDARY RIGHT-OF-WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND DRAIN TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT - CONSTRUCTION AND GRADING EASEMENT - SLOPE EASEMENT - SANITARY SEWER EASEMENT - STORM EASEMENT - STORMWATER MANAGEMENT EASEMENT - UTILITIES EASEMENT - WATER EFFLUENT OUTFALL ELECTRIC OVERHEAD ELECTRIC UNDER GROUND FENCE BARBED WIRE FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND GRAVEL GUARD RAIL PAVEMENT ASPHALT PLANT FLOW RAILROAD CENTERLINE RETURN ACTIVATED SLUDGE ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER SLUDGE STORM SEWER STREAM CENTERLINE TOP OF BANK TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WASTE ACTIVATED SLUDGE WATER LINE WATER LINE - BACKWASH WATER LINE - COLD WATER LINE - DRAIN WATER LINE - FILTER BACKWASH WASTE WATER LINE - FILTER EFFLUENT WATER LINE - FILTERED WATER LINE - HOT WATER LINE - NON -POTABLE WATER LINE - PRIVATE WATER LINE - RAW WATER LINE - REVISED WETLAND LIMITS NEW - - R/W - - — R/W DRN OF UGE — UGE PF RAS FM SAN SL TOB TOB 1 Wi W W W — BW BW BW - - CW CW CW — D D D FBW FBW — FE FE FE - - FW FIN FW - - HW HW HW — NPW — WP WP WP — RAW RAW RWL TH OF DESIGNED BY: PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. O of ENGINEERS JDB FINAL SITE PLAN 3 SURVEYORS DRAWN BKTM gLBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: �♦ U ►���I�� PLANNERS TITLE: • a Lic. No. 267 a? D1 HR BY., ABBREVIATIONS AND LEGEND �' —2 AssoCIATEs HFW �o Q sv SHEET NUMBER: .d�Q rosox4n9 968o1ympfzDr, Suite ,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: / �'� i� Ly�ennv�6 vn z4soz cn�,mu�.ai�vn zzsu s Phone. 4343166080 Phone_ 4349842700 SIGNAL E� w o a..o=� to net 219040.03 904003C-ND-l.dwg CIVIL H: N/A 0212 o�2o 2 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V N/A GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT 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 FOR 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:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED 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 REPAIR 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 DYKES 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. MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) NUMBERS 51003CO278D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: VIRGINIA STATE PLANE SOUTH ZONE NAD83 6. VERTICAL DATUM: NAVD88 GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 12. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 14. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. 15. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 16. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 17. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 18. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 19. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. 20. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA STANDARDS AND SPECIFICATIONS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000. 7. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 8. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 10. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED BUILDING. LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 20. THE PROPOSED BUILDING WILL BE SPRINKLED. CALCULATED SPRINKLER FLOW RATE = 570GPM. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE 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 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. 16. THE PROPOSED APARTMENT BUILDING SHALL BE PROVIDED WITH A BACKFLOW PREVENTION DEVICE IN ACCORDANCE WITH SECTION 8 OF THE ACSA RULES AND REGULATIONS. STORMWATER NARRATIVE STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE PERMANENT NORTH SWM FACILITY LOCATED IN THE ADJACENT COSTCO PARKING LOT. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023 AND WPO# 2013-69. AN ASSUMED POST DEVELOPED IMPERVIOUS COVER OF 90% WAS UTILIZED IN THE DESIGN OF THE UNDERGROUND DETENTION SYSTEM FOR ALL ON -SITE COMMERCIAL AREAS. THE PROPOSED IMPERVIOUS COVER FOR BLOCK D1 IS 83.4%. THEREFORE THE EXISTING NORTH UGD IS ADEQUATE TO PROVIDE STORMWATER DETENTION FOR THE PROPOSED IMPROVEMENTS AND THE POST -DEVELOPED RELEASE RATE HAS DECREASED FROM THE ORIGINAL ANALYSIS. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023 AND THE BIOFILTER INSTALLED AS PART OF THE STONEFIELD BOULEVARD ROAD PLAN, WPO# 2011-00036. THE ORIGINAL BMP ANALYSIS FOR BLOCK D1 WAS DEFINED AS PART OF THE STONEFIELD BUILDING C1-IV FINAL SITE PLAN, WPO# 2011-00055. THE SITE IS GRANDFATHERED PER 9VAC25-870-48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25-870-96. PER PART II C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74%. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 74% FOR THE RE -DEVELOPMENT OF BLOCK D. PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING. STONEFIELD BUILD OUT SUMMARY USE IN BLOCK (GLA OR UNITS) RETAIL THIS SUBMISSION NON RETAIL RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAL A 0 0 0 0 0 0 50,224 14,000 0 50,224 14,000 0 B 33,836 6,500 0 33,836 6,500 0 C 0 0 0 57,701 111,595 0 57,701 111,595 0 D 2,073 0 220 0 110,000 209 2,073 110,000 429 BLOCK GROUP 1 TOTAL 2,073 0 220 141,761 242,095 209 143,834 242,095 429 E (BLOCK GROUP 2) 0 0 0 0 0 250 0 0 250 F G 0 0 0 0 0 0 149,964 14,700 0 22,880 0 0 149,964 14,700 0 22,880 0 0 BLOCK GROUP 3 TOTAL 0 0 0 164,664 22,880 0 164,664 22,880 0 STONEFIELD TOTAL 2,073 0 220 306,425 264,975 459 308,498 264,975 679 1 REVISED SWM NARRATIVE JDB 05/21/20 'N4,r##0 DESIGNED BY., PROJECT: SET REV. NO. r,.�Tx OF _ JDB STONEFIELD BLOCK D-1 "" - FINAL SITE PLAN 3 jr ; SURVEYORS NGINEERS DRAWN eY. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: KTM U PLANNERS TITLE: DIHR BY: GENERAL NOTES C-3 = v avPLic4267 �S ASSOCIATES HFW POBox4119 968OlympiaDr,SuiteI SHEET NUMBER: , 4 `wtit1 Lynchbnr,VA24502 Char sville,VA2291WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: '� Phone_ 4343166080 Phone_ 4349842700 sSIONAL E� www a..nc�a,e net 219040.03 904003C_ND-NDCIVIL H: N/A 02 28 20 3 of 12 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE NNE V: N/A EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF ROCK' BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ME, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS `SAFETY AND HEALTH REQUIREMENTS MANUAL, EM-385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: NOT ALLOWED ON THIS PROJECT. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ME, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6-INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, RIPRAP' , UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN `CONSTRUCTION LIMITS/LIMITS OF CLEARINGSPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM-385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, RIPRAP.' GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. NOTE: ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS N4,"#00 DESIGNED BY., PROJECT: SET REV. NO. rx OF _ JDB STDNEFIELD BLOCK D-1 "" - FINAL SITE PLAN 3 GINEERSjr ; SURVE oas DRAWN BY. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: KTM U PLANNERS TITLE: DIHR BY: EARTHWORK REQUIREMENTS C-4 * Lic.No. 267 �S ASSOCIATES HFW POBox4119 968OlympiaDr,SuiteI SHEET NUMBER: ,`wti�1 Lynchbnr,VA24502 Char sville,VA229� WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone_ 4343166080 Phone_ 4349842]00 'ORALS www a..ncmte net 219040.03 904003C_ND-NDCIVIL H: N/A 02 28 20 4 of 12 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NN�N V: NSA U, 3 V- I Z Uj W) O O d' 0 M C O Qa IU + (/) O (i 0 O O 0) N C O 'a (/) 13 IU V= t) C O -r.. (r) I 0 _X O 0 (n 0 1* 0 rn N i elbeA _ _ 1 APR o 3 21112 1;/ ramlMa COUNTY OF ALBEMARLE 6Y:.................... Department of Community Development 401 McIntire Rood, North Wing Charlottmille,Virginle 22902e459fi pox 434 972-4126 Phmie 434 29G-5832 March 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefield Proms r Amendee (as it has been TAX MAP, PARCELS: 061WO-03-00-019A0, 061 subdlvided), 061 WO-03.00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500 Dear Ms. Long: 'sors a roved the above referenced application on March 14, 2012 in The Board of ith the l pp i h the attached proffers dated March 13, 2012. Please referto this document for accordance w t any future applications and requests on Phis property. u h the Albemarle County Board of Supervisors took action Please be advised that attic g on the roject noted above, no uses on the property as approved above may lean met. P 1 begin until all applicable approvals have been received and conditions have This includes: . compliance with applicable PROFFERS; . compliance with conditions of any applicable SPECIAL USE PERMIT; a .oval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and PP . approval of a ZONING COMPLIANCE CLEARANCE. e uestions or , c mments regarding the above hay q -noted action, please do not hesitate to contact Rebecca Ragsdale e[ 296-5832. c nta Sincerely, - ` U,�B ll a ne III mbar V. W 9 y Director of Planning co: Albemarle Place EAA , C Albemarle Place FJ+AP LLC C/O Tom Gallagher P O Box 528 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefield PROFFER FORM Date: March 13, 2012 ZMA # 2011-00007 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO, 061WO-03-00-019BO (as it has been subdivided), 061W0-03-00-02300, 061WO-03-00-02400, and 61WO-03-00-02500 65.034 Acres zoned Neighborhood Mode) District (NMD) to be rezoned to Neighborhood Model District (NMD) Albemarle Realt A&A , LLC, a South Caolina limited liabili coo ny is the owner of two v( ) ty m parcels of land that were subdivided from tax map parce1061 WO-03-00-019B0, which parcels are shown as "Lot D2", containing 5.487 acres, and "Lot D3", containing 1.010 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemale Comity, Virginia" dated July 15, 201 I, last revised November 10, 2011, prepared by W.W. Associates, which plat is of tecord in the Clerk's Office of the Circuit Court of Albemmre Cou ty, Virginia in Deed Book 4135, page 215 (the "Subdivision Plat'), 'the Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that Was subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot F2" containing 7.638 acres, on the Subdivision Plat. For the purposes of these proffers, Albemarle Place FAAP, I.LC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner'). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (the "Owner') of tux ramp parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500, and the residual portions of tax map parcel 061 WO-03-00-019BO that were not conveyed to either Albemarle Realty (E&A), LLC or The Ilaven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (EII LLC are collectively referred to herein as (the "Owner'). Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500, and 061 WO-03-00-019BO (including the lots created there from pursuant to tine Subdivision Plat) (collectively, the "Property'), are the subject of zoning map amendment application number ZMA 2011-00007 originally submitted as "Albemarle Place Proffer Amendment," which application name has been renamed to "Stonefield." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner. hereby voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the Property if the rezoning is approved by Albemarlc County, Thesc conditions are proffered as part of the rearming and it is acknowledged that the conditions are reasonable. The Albemarle Pbnue/Stonefield project was originally approved by the County Board of Supervisors on October 22, 2003 as ZMA 2001-007, along with proffers from the prim owner dated October 22, 2003, and a Code of Developmerit prepared by The Cox Company dated Original Proffer: Amendment; X October 15, 2003 (with Exhibit A to the Code of Development last revised July 8, 2010) (the "Code of Development'). The Code of Development included an application plan (the "Application Plan'). The improvements proposed for the Property are collectively referred to as the "Project" The ternt "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. The term "Application Plan" refers to Exhibit A. The term "Code of Develo ment" refers to Exhibit B. The roffers dated October 22 2003 that were a roved with P P PP ZMA 2001.007 were amended b roffers dated Jul 23 2010 that were a roved with ZMA Y Y PP P - he C000 Board of S ervisors on Au st 4 2010 and b roffers dated A st 2008 0003 b t Y ty uW 6u Y P ugu 2 11 th [ ere a roved with ZMA 2011-0004 b the Count Boad of S ervisors on 5, 0 ca w pp y y up September 7, 2011. These proffers amend and supersede the proffers accepted in conjunction with the approval of ZMA 2001-007, ZMA 2008-0003, mid ZMA 2011-0004. The headings of the proffers set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. I. Phasing of Improvements: The Owner shall phase development of the Project as follows: A. Phase 1: Phase 1 of the Project shall be composed of Blocks A, B, C and D as shown on the Application Plan, and as shown in more detail on Exhibit A-1 attached hereto ("Phase V), and shall include street and utility improvements to serve the planned building improvements contained within Phase 1. As part of Plusc 1, the Owner shall design and construct District Avenue (formerly known as Albemale Place Boulevard and as Fourth Street/Cedar Hill Road) ("District Avenue') from Hydraulic Road to the point where District Avume connects with the new planned western entrance to the Sperry Marine facility in the location shown on the Application Plan, and w shown in mine detail ma Exhibit A-L This first phase of District Avenue shall include all supporting utility infrastructure on such street, and shall be completed prim• to issuance of a final certificate of occupancy for any buildings within Blocks A, B, C mid D, Consnvction of the first phase of District Avenue shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or by the Virginia Department of Transportation ("VDOT"), as applicable, and in any event the County Engineer has approved it for vehicular travel. No more than three hundred seventy thousand (370,000) aquae feet of commercial space and one hundred seventy (170) dwelling units may be consnucted within the Project until the remainder of District Avenue is constructed to the new plaimed intersection with U.S. Route 29 as shown on the Application Plan. Notwithstanding anything to the contray contained in this Paagraph IA, the Owner shall be permitted to utilize portions of the Phase 2land (as shown on Exhibit A-1) for the installation of infrastructure to serve the Phase 1 building improvements to be constructed in Blocks A, B, C and D. B. Phase 2: Phase 2 of tic Project shall be composed of Blocks E, F and G as shown on the Application Plan and as shown in more detail on Exhibit A-1 ("Phase T), and shall include street and utility improvements to serve the planned building improvements contained within Phase 2. As pat of Phase 2, the Owner' shall design and construct District Avenue from the 1 1 ADDED SPECIAL EXCEPTION SHEET REVISION Original Proffer: Amendment X point where it comiects with the new planned western entrance to the Sperry Marine facility north and east trouglh Blocks E, F and G to the new planned intersection with U.S. Route 29 a; shown on the Application Plan and as shown in more detail on Exhibit A-L This second phase of District Avenue shall include all supporting utility infrastructure on such street mid shall be completed prior to issuance of a final ewtificate of occupancy for any buildings within Blocks E, F mid G, Construction of the second phase of District Avenue shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or by the VDOT, as applicable, and in any event the County Engineer has approved it for vehicular travel. Notwithstanding anything to the contray contained in this Paragraph 1B, the Ownrer shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit A-D for the installation of infrastructure to serve the Phase 1 building improvements to be constructed in Blocks A, B, C and D. Notwithstanding anything to the contrary contained in this paragraph 1B or in paragraph IA above, foal certificates of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold levels contained in paragraph IA, provided that the Owner (i) has constructed at least a temporary road (at standads acceptable m the Director of Community Development) connecting the first phase of District Avenue to the new planned intersection with U.S. Route 29, or (ii) can demonstrate during the site plan review process, t trough traffic analysis acceptable to the Director of Community Development mid VDOT, that additional traffic from such buildings, when aggregated with the traffic generated by the uses for which certificates of occupancy have been issued for buildings hn Phase 1, will not cause the Hydraulic Road/U.S. Route 29 intersection to fall below an acceptable level of service. All final site plans for the Project that include any portion of District Avenue shall include a note reserving the portion of the property comprising District Avenue for future dedication as a public road, and within sixty (60) days after written request for such dedication, the Owner shall dedicate the portion of the property comprising District Avenue for a public mad. If the public right-of-way is not dedicated by subdivision plat, the Owner shall be responsible for the cost of a survey and preparing the deed to convey the public right-of-way to the County. C. Landscape improvements and associated stmetscape improvements to serve the planned building improvements contained within each black shall be reviewed at the time of final site plan review for each block. The Project shall have a consistently desiglned and planted streetscape along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition for and consent to all tax map parcels used for non-residential purposes participating in a Community Development Authority ("CDA') established pursuant to Section 15.2-5152 at se . of the Code of Vir inia 'Code" to he created for the u lose of 9 g ( P m im Iementin Route 29 re Tonal trans citation im rovements includin but no[ limited to p g g P P g transportation im rovements within the "Su er Block" the eo ra lineal sea bounded b P P ( g g P Y Roulc 29, Hydraulic Road, Commonwealth Drive, and Greenbrier Drive) and intersectional improvements associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make a cash contribution to the County for the MPO29H250 Phase 2 Route 29 regional transpotation study in the amount of One Hundred Thousand Dollars ($100,000.00). The cash contribution Original Proffer: Amendment: X shall be made by the Owner within thirty (30) days upon request by the Comity. This proffer has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: 'the Owner .shall contribute Ten Thousand Dollars ($10,000.00) to the City of Charlottesville for the construction by the City of haffie calming improvements on Swanson Road, Cedar Bill Road and other City streets intersecting Hydraulic Road inn the vicinity of Smnefield. The cash contribution shall be made by the Owner within thirty (30) days upon request by the City. If the traffic calming improvements are not implemented by October 15, 2007, all unexpended funds shall be refunded to the Owner, The City constructed the traffic calming improvements, and requested the prim• owner of the Property to pay the contribution on November• 9, 2005, but there are no immediately available records that such contribution was ever received by the City. Upon evidence of prior payment of such funds that is satisfactory to the County, the requirements of this Paragraph 4 shall be deemed satisfied. In the event the Owner has not produced such evidence to the County by March 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a written request from the City, provided that such request is made no sooner than April 1, 2011. At the time such foods are delivered to the City, the Owner shall provide notice of such payment to the County. 5. Cash Proffer for Charlottesville Area Transit ("CAT') Commercial Corridor "Jitney Service": Upon the request of the County, the Owner shall contribute Twenty Thousand Dollars ($20,000.00) per annum or an amount equal to twenty percent (20%) of the annual operating and maintenance costs, whichever is less, for a period not to exceed five years for operating and/or maintaining a dedicated "jitney bus' service to retail commercial developments, including Stonefield, along the Route 29 Coridor. If the CAT "jitney service" is not placed hrto operation by the date of issuance of the fast occupancy permit far a commercial building in Stonefield, then the Owner shall contribute Seven Thousand Dollar ($7,000.00) per mou t, for a period not to exceed five years, to CAT for costs associated with operating existing CAT bus motets) that provide service to Stonefield. 6, Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five Hundred Thousand Boilers ($1,500,000.00) (hereinafter referred to as the "Total Contribution') to the County for the purpose of funding capital improvements related to Stonefield. The contribution shall be paid as follows: (a) Three Hundred and Seventy Five Thousand Dollars ($375,000.00) slhall be contributed to the Comity within thirty (30) days after the first final site plan or subdivision plat containing residential dwelling units is approved for Stonefield; I an additional Three Hundred and Seventy Five Thousand Dollars ($375,000.00) of the total contribution shall be contributed to the County prior to the issuance of a certificate of occupancy for the first residential dwelling unit in Stonefield, and (a) the remaining Seven Hundred Fifty Thousand Dollar ($750,000.00) of the Total Contribution shall be paid on a pro rate basis of Three Thousand Dollars ($3,000.00) per residential dwelling unit at the time certificates of occupancy son issued for the first two hundred fifty (250) dwelling units. No additional contribution shall be required for the next two hundred fifty (250) dwelling units. Original Proffer: Amendment: X If, five (5) yeas from the date of approval of the first final site plan or subdivision plat f'or residenntial dwelling units, the Total Contribution has not been fully paid, the balance of the 'Total Contribution shall be contributed to the County within thirty (30) days upon request by the County. If this fund has not been exhausted by tie County for the stated purpose within five (5) years bum the dale the last contribution is made, all unexpended funds shall be refunded m the Owner. Ih addition to the fore oin cater bu ildin ermits have been issued far the first five hundred g %, g P (500) dwelling units within Stonefield, tie Owner shall pay to the Comity 'lluee lbousaid 1 as '3 000.00 rior to the issuance of a buildin ermit for each new residential Dal $ ( , )P gP dwelling unit thereafter. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its expense, the Owner shall plan, design, bond mid construct travel lane improvements to be dedicated for public use on its Hydraulic Road and Route 29 frontage. The design shall be submitted with the fast site plan for the initial phase of Stonefield. The subject floatage improvements are depicted by Exhibit F, "Short Term Route 29 Transportation Improvements." The County may require these improvements to be completed as a prerequisite to the issuance of any certificates of occupancy. The constmction of the subject improvements shall be deemed complete when they are constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. 8. Construction of Off -Site Improvements: Upon request by the County or as provided herein, the Owner shall plan, design, bond and construct off -site transportation improvements lit the County and the City, as depicted on Exhibit F, "Short Term Route 29 Transportation Improvements". If the improvements are required m be constructed, the Comity may require these improvements to be completed as a prerequisite to the issuance of any certificates of occupancy. Construction shall be deemed complete when the improvements are constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. A. Off -site Improvements in the County at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection. The engineering, plats and construction documents for off -site improvements in the County shall be submitted with the first final site plan for Phase 1 of Stonefield. B. Off -site Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Route 29 Intersection (numbered items 4 and 11 on Exhibit F). The Owner shall submit the engineering, plats mid construction documents (the "Plans') £or the improvements in the City of Chalottesville to the City of Charlottesville by January 11, 2012. The Owner shall diligently pursue approval of the Plans in the City. If the City does not approve the Plans by July 11, 2012, the Owner shall not be required by this proffer to constmet any improvements for which approvals have not been obtained. The Owner shall not be required by this proffer to acquire or otherwise pay for right of way in the City for these improvements. JOB 1 05/21 BY I DATE I Nit. Original Proffer•: Amendment: X If the improvements are required to be constructed, the Owner shall complete construction of the improvements f'or which right of way is available within twelve (12) months after the issuance of the first certificate of occupancy within Stonefield. Construction shall be deemed complete when the improvements me constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. This Paragraph 8(B) is subject to Ore terms o£ Paragraplh 14, "Substituted Transportation Improvements." 9. Reservation and Dedication of land for Regional Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the futme dedication to the Commonwealth of Virginia certain land on the Property in the County for certain short-term transportation improvements for the Route 29 and Iydraulic Road intersection (the "Short - Term Route 29/Hydiaulic Road Improvements") as follows: (a) the land shown as "Patel A 6,511 S.F." on the plat of Rirk Hughes and Associates dated Much 3, 2009, last revised Mamh 25, 2010, which plat is attached hereto as Exhibit H; and (b) any portions of the parcels shown as "Pancek One Future Right of Way Ll17 S.F.," "Parcel Two Future Right of Way 9,079 S.F," "Pace]. Font Future Right of Way 1,660 S.F.," and "Parcel Five Future Right of Way 790 S.F.," on the Official Map adopted by the County on December 2, 2009, a copy of which Official Map is attached hereto as Exhibit 1, that are required by VDOT for the Short -Tenn Route 29/Hydranlic Road Improvements (collectively, the "Shor-term Improvesean Dedication Area"), provided, however, that the subdivision plats depicting the Short -Term Improvements Dedication Area ae subject to final approval by the County Department of Community Development and that the precise boundaries and size of the Short -Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Short -Term Improvements Dedication Area to the Commonwealth of Virginia in fee simple by October• 1, 2010, or within thirty (30) days after the County approves the subdivision plat necessary to dedicate the Short -Term Improvemearn Dedication Area, whichever is first to occur. In addition to the dedication of the Short -Term Improvements Dedication Area, the Owner shall dedicate and covey all necessary drainage mid construction easements for the Short -Term Route 29/Hydroulki Road Improvements. If the Short -Term Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the Office of the Attorney General necessary m dedicate and convey the Short -Term Improvements Dedication Area land. After dedication and until the subject re inal trans ortation hit rovements are funded for ] gr P P construction, the Owner shall, at the request of the County, mid with the consent of the Commonwealth of Virginia, maintain the Short -Term Improvements Dedication Area land until requested by the County to no longer do so provided the Owner is granted the right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing, signage, utilities or other purpose as may be approved with the final site plan for the first phase of Smnefield, Upon being requested by the County to no longer maintain the Original Proffer: Amendment: X land, the Owner shall cease all use of the land and remove all improvements established by the Owner that the County requests be removed. In the event that the adopted design for future public intersection improvements does not require the utilization of all of the Short -Tom Improvements Dedication Area land, upon the Owner's request, the residual portion of the dedicated land shall be transferred to the Owner• at no expense to the Owner, The deed(s) of dedication for the Short -Term hnprovements Dedication Area may provide for such conditions. 10. Reservation and Dedication of Additional Land for Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for fume dedication to the Comity, subject to the conditions herein below, certain additional land on the Property for the right of way for future Hydraulic Road and Route 29 related regional transportation improvements (the "Long -Tenn Route 29/Hydraulic Road Improvements') as follows: (a) the area shown as "Parcel Al 1,432 S.F." on Exhibit II; aid (b) any portions ofthe parcels shown on Exhibit I that were not previously dedicated to the Commonwealth of Virginia for the Short -Term Route 29/IIydraulic Road Improvements pursuant to the Pmagraph 9 herein (collectively, the "Long -Term Improvements Dedication Area') provided, however, that the subdivision plats depicting the Long -Term Improvements Dedication Alen are subject to f cod approval by the County Department of Community Development and that the precise boundaries and size of the Lang -Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Long -Tern Improvements Dedication Area to the County within mrinerty (90) days after the Comity's request for such dedication, and such dedication shall include the dedication and conveyance of all necessary drainage and construction easements for the Long -Term Route 29/Hydraulic Road Improvements. If the Long -Term Improvements Dedication Area is not dedicated and conveyed as pat of a subdivision plat, the Owner shall pay all costs of smveying and preparing legal documents in a form acceptable to the County Attorney's Office necessary to dedicate and convey the Long -Term Improvements Dedication Area. Until the Long -Term Improvements Dedication Area land is dedicated, the Owner shall maintain the land mid shall retain the right to the exclusive use of the land for landscaped open space, a pocket park, temporay parking, fencing; utilities or other purposes as may be approved with the first final site plan for Phase I of Stonefield. The conditions on the subject reservation and dedication shall be as follows (a) hi the event that the adopted design for future public intersection improvements does not require the utilization of all of the Long -Term Improvements Dedication Area land, upon request of the Owner the residual portion shall be released by the County from the reservation or, if the land has been dedicated, upon request of the Owner title shall be transferred back to, and for the use of, the Owner at no expense to Owner. The deed(s) of dedication for the Long -Term Improvements Dedication Area may provide for such conditions. Original Proffer: Amendment: X (b) The design aid constmction of the Long -Term Route 29/Hydraulic Road Improvements shall substantially maintain the access, function, and continuity of service of the plumed intersection of Swanson Road (Extended) and existing Hydraulic Road into Stonefield at the location of the existing Swanson Road mid Hydraulic Road intersection; otherwise this proffer. becomes roll and void. 11. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be res onsible for traffic si ralization hit rovements as follows: P gm P A. The Owner at its ex e vse shall en 'near bond and con r cast uct traffic si ralization P 8r , g im ovements at the intersectio f D' ' car n o rstrrct Avenue snit Hydraulic Road. The traffic sigualization improvements at this intersection shall be constructed when the County or VDOT request installation of such, but in any event prior to the issuance of a c rtificate of occupancy for any building in Blocks A, B, C run D, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. B. Owner at its expense shall engines, bond and construct traffic signalization improvements at the intersection of District Avenue and U.S. Route 29. The traffic signalization bnprovements at this intersection shall be constructed when the Comity or VDOT request installation of such, but lit any event prior to the issuance of a certificate of occupancy for any building in Blocks E, F or• G, provided that such signal is warranted by the traffic volumes or is othe ' .wise approved by VDOT, provided flat such signal is warranted by the traffic volumes or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand of the County, but no earlier than the issuance of a building permit for any building within Block F, the Owner shall reserve right- of-way along the northern edge of the poking lot in Block F of the Property for a fume street connection to Commonwealth Drive through the "Comdial Property" (TM 61 W-3-18). The future connection will be a two lane facility. Upon the request of tie County, the Owner shall engineer, bond and construct both the on. site mid the off -site portions of the connection to Commonwealth Drive on the "Comdial Property" provided that easements and acquisition of right-of-way as may be necessary for such constmction for the connection through off -site properties for this improvement have been granted at no cost to the Owner, and the request for such connection through the off -site property is made by the County prior to October 15, 2020. Upon the request of the County, the connection shall be completed by the Owner within twelve U 2) months from the date of satisfaction of the conditions as set forth above. 13. Other "Super Block" Street Connections: The Owner shall reserve land and grant corrstruetion and permanent access easements or night of way at no expense to the Comity fro the purposes of futue construction (by others) of inter -parcel street connections within the "Super Block" at the following locations; Hous on Street (formerly known as First Street) (to west to Commonwealth Drive), Blackbi d Lane (formerly known as'17nird Street) (to west to Commonwealth Drive), District Avenue (formerly known m Cedar Hill Road Extended) (in Block F north to "Comdial Property'), District Avenue (formerly known as Fourth Street) SHEET REVISION BY I DATE Original Proffer: Amendment: X (between Blocks F mid G north m "Comdial Property'), Swanson Road Extended (to north to "Sperry Property") and at two additional locations into Sperry Property. The locations for easement or right of way reservation and dedication are as generally depicted on Exhibit A and labeled thereon as "Future Extension." However, the locations and numbers of such inter -parcel street connections may be modified by the Owner upon a variation granted by the County Planning Director. These easement or right of way locations shall be identified, platted and dedicated at the request of the Comity in conjunction with subsequent site plan applications for Stonefield. 14. Substituted Transportation Improvements. A. In lieu of constructing the improvements referenced in Paragraph 8(B) herein, which Paragraph 8(B) refers to certain off -site improvements in the City of Charlottesville at the northwest quadrant of the Hydraulic Road/Route 29 intersection, and also other improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which improvements we collectively hereinafter referred to as the "Paragraph 8(B) Improvements ", the Owner may elect, in its sole discretion, and on the terns and conditions contained in this Paragraph 14, to contribute cash to the City for certain transportation improvements in the City known as the "Rte. 29/250 Bypass Interchange Improvement Project" identified as VDOT and City project number 0029-104-248 (the "Substituted Improvements Project). B. In the event the Owner elects m contribute cash toward the Substituted Improvements Project (the "Owner's Contribution") in lieu of constructing the Paagraph 8(B) Improvements, the following terms shall apply: 1. The Owner shall notify the County's Director of Community Development (the "Director') in writing of its election within sixty (60) days after the approval of the first foist site plan for Phase 1 of Stonefield (the "Notice"). The Owner shall also send a copy of the Notice to the City Development Services Manager at the same time it is sent to the Director. 2. The submission of the Notice to the Director shall suspend the deadline for the Owner to submitthe Plans (as `Tlans" is defined in Pmagraph 8(B)) to the City, if applicable. 3. The amount of the Owner's Contribution to the Substituted Improvements Project shall be subject to a written agreement between the Owner and the City (the "City A reement" . Within ten lit da s after full execution of the Cit A eement the Own er g ) ( ) Y Y gr , shall ovide a co of the Cit A reement to the Director. Pr PY Y g 4. Within six (6) months after the Notice is sent to the Director, m within sixty (60) days after execution of the City Agreement, whichever is later to occur, the Owner shall contribute a portion of the Owner's Contribution to the City in the amount of One Million Dollars ($1,000,000), less any amounts credited by the City au d VDOT to the Owner for planning and design work on the paagraph S(B) Improvements (the "Net Contribution'). The Net Contribution maybe in the form of cash or a letter of credit issued by a bank approved by the Original Proffer: Amendneent: X City, or a combination thereof. 'Hie City Agreement shall set forth the terns of and schedule for draw down of the Net Contribution. 5. In the event that the Substituted hnprovements Project is terminated, or lies not otherwise been completed (as described herein) within thhTy-six (36) months after the City receives the Net Contribution (which thirty-six (36) month perind may be extended by mutual agreement of the Charlottesville City Manager mid the Albemarle Comity Executive), and upon the City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the Comity for funding transportation improvements in the vicinity of the U.S. Route 29/Hydraulic Road intersection identified in the County's Capital Improvements Program. In the event such funds have not been expended by the County for the stated propose within ten (10) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. Construction of the Substituted Improvements Project shall be deemed complete when thennprovements are accepted by the appropriate public entity or are bonded for the entity's acceptance. 6. Notwithstanding the provisions of Pamglaph 14(B)(5) herein, upon the City's receipt of the Net Contribuflon, the Owner shall be relieved of any obligation to construct the Paragraph 8(B) Improvements. (Signature Pages Immediately Follow) Original Pro££er: Amendment: X WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC{ a Delaware limited liability company B Jodi W. McLean, Presiderrt ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc„ a South Carolina corporation, its Sole member �` Jc die W, McLean, President Original Proffer: Amendment X THE HAVEN AT STONEFHSLD LL C a South Carolm ited liabilit co m Y P Y a ]ruin F y Trh..a.✓ a} ,1 .n 17y, �ie�n.`>Lt'"." ,�g�U�i s an"2"s Printed Name: � meted Name: ' e%+�+� Title: Pr ,.J_el °F P No. 9,1226' `f_ 1, f'�D TONAL %� R b ,, COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gambia FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 201 1 RE Albemarle Place (Stonefield Prelimina Site Plan March 21 0 ry , 2 I 1 Determinations Under Section 8.5.5.3 Section 8.5.5.3 of the Zoning Ordinance allows the Director of Planning to allow a sine plan to vary from an approved general development plan or code of development in the Neighborhood Model District If. among other provisions, the director determines that the varatlon is in general accord with the purpose and intent of the approved application plan and code. The following Is an analysis of certain features previously identified or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 201 I ). Features consistent with the plan and code or variations allowable under Section 8.5.5.3 are so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in 5125106 variation) The proposed relocation of the theater from the southwest corner of the she to a location alon Hydraulic Road east of Cedar Hill Road varies from the application plan that prescribes townhouses along this portion of Hydraulic Road. The intent of the townhouses was to "activate' this edge of the project and provide a visible transition from Hydraulic Road, an Entrance Corridor, to the bade of the department store proposed in the application plan. Staff has previously indicated that the applicant needs to demonstrate that the proposed changes will be a suitable design submittme for the townhouse units shown on the application plan, most particularly to the satisfaction of the ARB. This is an allowable var' ti la on rovided that all A R8 conditions P are tom I led with, P Second Floor Uses (Previously addressed in 3/25106 Variation) The application plan illustrated uses an both the first floor and upper levels throughout the project While vertical mixed use would be a positive and desirable feature of this development, it waz not a requirement of the application plan and code. Thus, the site plan is considered consistent. Block A (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt 29 and Hydraulic Rd. in the initial plan are to be relegated (that k that it is not any closer to the street than the front line ofthe buildings along the sweet) and/or screened to the satisattlon of the ARB. Block B (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 in the Initial plan are to be relegated (that b that his not any closer to the street than the front line of the buildings along the street) andlor screened to the satisfaction of the ARB. Block C (Previously noted in 9128/09 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Development says minimum 2 stories (up to 5) except for restaurants, outdoor cafes and retail kiosla in Block C. Block E Note 3/12ID7 variation, if still applicable (attached) 4129/11 Variation Requests: #s I, 2 and 3 - Changes to the location, design, layout, size and orientation of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permissible as depicted. #s 4, 5 and 6 - Modifications to allow for the width of sidewalks, planting strips and planters can be grained consistent with the findings under Section 85.5.3 (c) az you have presented subject to: a minimum sidewalk width of 5' between planting strips/boxes and the interior edge of sidewalks; no parking overhang onto sidewalks in parking Iota next to sidewalks; and all planting snips/boxes located between edge of meet and sidewalk and a minimum of 5'. #7- Change m the design of Stonefield Blvd. froma four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 85.5.3 (c.) as you have presented subject to County Engineer/VDOT approval based on applicable traffic studies. #8 - Change to the layout and orientation of parking spaces along4nglewood Drive such that the spaces are oriented perpendicular to Inglewood cannot be granted as Inglewood will function as a parallel meet to the narrowed Strangfeld Blvd. (see #7 above) and such parking is not in general accord with the purpose and intent of the approved rezoning for the Albemarle Place street system. Parallel parking is desired, but it is possible for angled parking to be considered under County regulations (provided this meet Is approved as a private meet), dependent on�the impact of the angled parking to the functionality of the meet based on applicable traffic studies. #9 - Modification of Main St design to allow curbless sections can be granted consistent with the findings under Section 8.5.5.3 (c) as you have presented subject to County Engineer approval. #10 - Allowance of Stonefield Blvd. as the only road dedicated to public use within the project is an option permitted on pages 28 and 29 of the Code of Development under "Street Cbssifcations" and is sub -lea to review under applicable ordinance provisions. #1 I - Allowance of right -in turn from southbound Rt. 29 into Block B can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Engmeer/VDOT approval based on applicable traffic studies. #12- Modification of the Block D and Block E boundarles Is granted consistent with the findings under Section 85.5.3 (c.) as you have presented and is permissible as depicted. #13 - Allowance of six (6) story hotel as long as k is no taller than ninety (90) feet Is granted consistent with the findin s undo 5 r action 8.5.5.3 c. az ou have resented d is e 8 an rmissihle as () Y P P de icted. P #14- Modification to allow for 5' minimum sidewalla along exterior of rear of some buildings can be granted consistent with the findings under Section 8.55.3 (c.) as you have presented subject to no paring overhang onto sidewalks in parking lots next to sidewalks. #15 - Changes to the width of the buffer area at the western edge of the project property to a minimum of I O' can be granted consistent with the findings under Section 8.5.5.3 (c) as you have presented subject to compliance with the second paragraph on page I B of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 5113/11 Variation Request: Replacement of North and South New Main Streets between Buildings DI and D2 with a single road is granted consistent with the findings under Section 8.5.5.3 (c.) as presented and is permissible as depicted. Please note that development under this request h still subject to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements. 6, 4 �f 4r w_l COUNTY OF ALBEMARLE Deparment of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 2290245% Phone (434) 296-5832 Fax (434) 972-4126 November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Mel 20814 RE: ZMA2013000091Albemarle Plaee/Stonefield Proffer Amendment TAX MAP 61WISECTION 31PARCELS 19A, 19B, 23, 24 and 25 Dear Mr. Teets, On November 13, 2013, the Board of Supervisors approved the above noted NMD rezoning application subject to the application plan dated October 21, 2013, code of development dated October 21, 2013 and attached proffers dated November 13, 2013. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: . compliance with applicable PROFFERS; . compliance with requirements of the CODE OF DEVELOPMENT; . approval of and compliance with a SITE PLAN; and . approval of a ZONING COMPLIANCE CLEARANCE. Before proceeding with further use of this property or should you have questions regarding the above - noted action, please contact Rebecca Ragsdale at 296-5832. Sine rely, . - V. Wa ne Cili r Y e IIpI'^\\ Director of P� \ CC: Albemarle Place F1W LPIL C / P O Box 528 �� Columbia Sc 29202 File Albemarle Place/Stonefield PROFFER FORM AMENDMENT TO PROFFERS Date: November 13,2013 ZMA # 2013-00009 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061 WO-03-00-019AO (as it has been subdivided), 061 WO-03- 00-019BO (as it has been subdivided), 061 WO-03-00-02300, 061 WO-03-00-02400, and (i 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated Mamh, 13, 2012, for ZMA # 2011-00007 Albemarle Piace/Stonefield ("ZMA 2011 Proffers'). Except as expressly amended herein, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terns, conditions and obligations contained in the ZMA 2011 Proffers have not been fully met, such terms, conditions and obligations shall remain in full force and effect. Albemarle Realty (E&A), LLC, a South Carolina limited liability company, is the owner of a parcel of land that were subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginia" dated July 15, 2011, last revised November 10, 2011, prepared by W.W. Associates, which plat is of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat'). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot E2" containing 7.638 acres, on the Lot D Pe cel Subdivision Plat. MacFarlane Stonefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot D3", containing 1.010 acres, on the Lot D Parcel Subdivision Plat. Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WO-03-00-02300, 061W0.03-00-02400, 061WO-03-00-02500, and the residual portions of tax map parcels 061 WO-03-00-019BO and 061 WO-03-00-019AO that were not conveyed to either Albemarle Realty (E&A), LLC, MacFarlane Stonefield, LLC, or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, MacFalane Stonefield, LLC, The Haven at Smnefield, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner'). The term "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500; and 061 W0=03-00-019B0-(including the lots created -there from pursuant to the Lot D ENGINEERS SURVEYORS PLANNERS PO Box 4119 968 Olympia Dr, SuiteI Lynchburg VA24502 CM1 ]lo ,llq VA22911 Phone: 434.3166080 Phone: 434.9841700 www.wwassociates.act Original Proffer: Amendment: X WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B' Jo Ic n Pres ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member 1. K-141 L1,J Ir r 5. I - 11 Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company By: Printed Name. 'Title: MACFARLANE STONEFIELD, LLC a Virginia limited liability company By 4 /� Printed Name ii1/(AIV k:' A71./f c4v Ili' � Title; Li O•Lr d F17 dlM 4N hC✓ �Q DESIGNED BY., PROJECT: JDB DRAWN BY.' JDB TITLE: DIHR BY PROFFERS, VARIATIONS, &SPECIAL EXCEPTIONS HFW WWA NUMBER: FILE NAME: 219040.03 904003C-ND-4.dwg RESOLUTION TO APPROVE SPECIAL EXCEPTION TO VARY THE CODE OF DEVELOPMENT FOR ZMA2001-00007 STONEFIELD (FORMERLY ALBEMARLE PLACE) BE IT RESOLVED that, upon consideration of the Memorandum prepared in conjunction with the special exception request and the attachments thereto, including staff's supporting analysis, and all of the factors relevant to the special exception in Albemarle County Code §§ 18-8.5.5.3, 18-33.5 and 18-33.49, the Albemarle County Board of Supervisors hereby approves the special exception to vary the Code of Development approved in conjunction with ZMA2001- 00007 Stonefield (formerly Albemarle Place), subject to the conditions attached hereto. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on February 5. 2020, .4 Clerk, Board of County Sup lsors Mr. Gallaway Y Ms. LaPisto Kirtley Y _ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Ms. Price Y ZMA2001-00007 Stonefield (formerly Albemarle Place) - Special Exception Conditions 1. The special exception applies to Block D1 as depicted on the application plan of ZMA201300009 entitled "Amended Application Plan - Full Build, Exhibit A," prepared by WNW Associates, dated October 21, 2013. 2. All rooftop mechanical equipment must be fully screened from the view of adjacent properties and adjacent public streets. 3. The followin major elements of the develo ment must be in eneral accord with the 9 1 P 9 a lication Ian for this S ecial Exce tion Re uest entitled "S ecial Exce tion PP P P P 9 p P Application: Stonefield Block D1", prepared by Mitchell Matthews Architects, dated November 4, 2019, and revised December 23, 2019: a. Structured parking b. Less than or equal to the maximum number of stories along each street, as shown on Sheet 7. STONEFIELD BLOCK D-1 FINAL SITE PLAN ALBEMARLE COUNTY. VIRGINIA DISCIPLINE: SCALE. DATE: CML H: AS SHOWN 0212 o�20 V: N/A SET REV. NO. 3 DRAWING NUMBER: C-5 SHEET NUMBER: 5of12 15 -4 b"ApOpaw INLET CRATE -YARD IF 6" DECIDUOUS ,I r r TO P-50.60 R/ p `._ NOLEFT , - I, DECIDUOUS OFCiQUOUS TREE / y"r 8" DECID OU$ TREE // l / 4" WA�L/ �V80'21 13"E DRAIN IPE 4" AA1 L EX 12" WATER LINE // 3 DECIDUOUS 6" a, TIFF? DECIDUOUS ° / • TREE 3 4 23'INGRESS/EGRESS EASEMENT I.q D.B. 4135 P. 249 fy Q 6„ / f„yI� 1 : DECIDUOUS 6 / �_� 6 / 6" .... 4 DECIDUOUS lr�DECIDUOUS DECIDUOUS DECIDUOUS 3 IJ 6 J TREE / TREE / / TREE / TREE •° TREE 1 HYATT PLACE A I6 U I DECIDUOUSTREE / / DECIDUOUS / 6 6" $ LP RLA 61 TONEFI4 UUUU '$ MACFARL ZONED STONEFIELD LLC DECID OUS D CIDUOUS DECIDUOUS 3 no�° D.B. 4165 P. 1 ° I T 6EEI I / / TO / / TREE / TREED ZONED NMD F7 I I° TRIT OU� ..X22�SSS"`11��� H RIGHTURN I / ONLI SIGN ° 4 EX VARIABLE WIDTH 187 / POWER ESMT W.4 • I BUSSH D.B. 4160 P. 199 s" DE ID + + IF THIS DRAWING IS A REDUCTION / GRAPHIC SCALE MUST BE USED • TREE < REE a�..° � � ���. PEED LIA41T d °a COMCAS 6" DE IDUOQ3 BUSH :Ei 25 SIGN SCALE: 1" = 20' SIGN / JUNCTIO / STOP T E S3TO6"30"W .. ..:' BLOCK 4=023'21'47" INV=5 9.79 / DRAIN PIPE BOX 4 DECIDUOUS 6 RETANING R=203.50' INV==504.32 D TREE TREE DECIDUOUS ' 6' D CIDUOUS p 25.95' ° / TREE 20 D 20 d 005'10"0 WALL CL=82 41" 4"'/WALL / 6" 4. R=126.t' L-82.98' DRA1l4 PIPE DECIDUOUS ° CL= �'y CHD=S23'40'06"W/ INV=�506.20 / TREE DECIDUOUS/ LP 6"� TREE a 1.41' �� DECID OUS / I I _ D=S 1 7°33'S5 "W / �`1\ / / /TREE, Q • . w w 1 w I 4=022°07'39"' 4" WALL O I A 0' DRAIN PIPE CL=48.9L=48.93" INV=511.68 • - L=49.24' LP U 78' DIA) CHD-N26°02'41 "E XX 4" WALL DRAIN PIPE CIO . � INV-513.64 d=008`09'46" N R=201.50" CL-28.68' Q M PP I L-28.71' a I CHIF-N i 6°04'05' 8" UOUS T 6" ECID OUS TREE n 6• 4° DECIDUOUS / TREE 1 0 0 3 ° o 3 4 a:•. BLOCK D-3 .� z \ HYATT PLACE HOTEL 6 STORIES Q 4.. �1CO 6,. 6" �44 FFE=496.5 1I8' DIA DECIDUOUS / DECIDUOUS s6 DECIDUOUS 6,. 4 I BUS � TREE TREE L�j17 DECID OUS DECIDU US I ..• BiOCK D-I / TREE / TREE a TREE 7 I 6" 6" ¢ "_ LP - ° l I DECIDUOU8' / DECIDUOUS / / / DECIDUOUS / DECIDUOUS / 9• 4. 8' D�4. I EE TREE TREE / TREE4•° I< . BUSH ,TR I a 6f• 62.1 • I ° D�1ECIDUOUS I / _ 3 6,..4°• . I yREE I 8' DI . BUSH LP p DECIDUOUS / I LP �� $� 'S* TREE I , CCAST O VAULT I / / / FILTERRA o a ° DROP INLET NTELOS VAULT I � °• / / l TOP=494.87 e�-• ° INV=494.67 ANDICAP 1 T I8I DIA. I I ( / l HPARKING \\\ . °:. 13 •.a . °. I .JBUSH / SIGN �11L • s ° I8' DIA / / / / l DECIDU US HANDICAP _ 6„ a BUSF / DECIDUOUS DECIDUOUS / FE PARKING SIGN raw _ I 3 DECIDUOUS 1 DECIDUOUS fff I TREE / y7 TREE / SIGHT DISTANCE TREE / .. I TREE e, / /� O / DROP INLET MCELLA EOU SOIL DIVISION LIME 63 EASEMENT TOP=494.85 QI I / SOIL TYPE (TYPICAL) (TYPICAL) 64 lD B 4135 P. 249 3 43.6 : �< 1 v 6• SEE SOIL DATA �� 61 < DECID OUS THIS SHEET; DROP INL / ' D DROP INLET RIGHT TURN I < E \ \ TOR \ / OP=501.4 D ' "DECIDUOUS r� TOP=494.17 ° ONLY SIGN f - TREE GPI • , SIGHT DISTANCE II � STOP ECTRICAL ® + 47 EASEMENT ¢ I DECID _ -- - - - - - - - _ _ L TION BOX STONE TR ~ 01 1 °40'27" \ - �2 3 - 0 ° STO I I _ - - - -__- I � 508 5 �� - - DROP INLET `: �: .. CL-528 , \�� - - �� s.�2-7°58�4�''VaL • 3 TOP=514.83 .. ��:� L=52.98 °� 4 I D �' �\p�-N�24 27 4 g"E\���6g4°3 99 jw , - -� LEGEND TURN SIDEWALK RIGHT 50938'30"E 21C •° �� LANDSCAPED N. �`: - - �/' DROP INLET MAINTENENCE 8" PARKING 46.4 3 DIA. 3 13.1�g' 43.5 - = SOIL BOUNDARY LP GRATE EASEMENT DECIDUOUS SIGN BUSH 21B N41 °00'51 "E AREA TRANSFORMER � 81, D.B. 4135 TREE :\�.\����� �� � � DECID S P. 249 8" TRAFFIC < y \- 8" - DECIDUOUS TREE DISTRICT AVE. 8" DEapuous DROP NLET GRATE 3 CROSSWALK -. DROP INLET TREE POST _ 4 46.6 GRATE TREE PEDESTjIAN DECIDUOUS OP-494.29 I 88 - UDORTHENTS, LOAMY, C'.ROSSING TREE IN IN=489.14 j 2 TO 25 PERCENT SLOPES TRAFFIC / 46.7 TOP-505.43 AHEAD SIGN - I NV UT=488.04 N83.11'az"E LIGHT I s" � - I 3 HYDROLOGIC SOIL GROUP (NO RATING) 26.37' POLE? DECIDUOUS 8„ TREE i ' VARIABLE WIDTH EX 20' ACSA WATER EASEMENT _ K FACTOR, WHOLE SOIL RATING (NO RATING) TRAFFIC _ SDMH D.B. 4391 P. 331 13 S86 P. � ENr K FACTOR, ROCK FREE RATING .24 VAULT DECIDUOUS 8• TOP-508.55 - INGRESS/EGRESS EASEMENT r XI I I TREE DECIDUOUS - D.B. 4135�21.��249 - - - - g - EX 12' 27C - ELIOAK LOAM, slcHr DISTANCE EASEMENT I� _ _ _ - 7 TO 15 PERCENT SLOPES T FFIC 1 TREE WATER LINE D.B. 4135 P. 249 3 STO E IELD I d=011°39"25" VAULT w w w w w w w w w w w w w w w W HYDROLOGIC SOIL GROUP B I MAROUI ION R=s4 �o' _ w _ w SIDEWALK w K FACTOR, WHOLE SOIL RATING .28 i MAINTENENCE W W I D JUN ON I CL=19.09' EASEMENT To DISTRICT- K FACTOR, ROCK FREE RATING .28 BOX - D.B. 4r135 P. �69 - - ° _ m AVENUE BIOFILTER 33 /* cHD=y36°0T45"E 46 g a. ®� 34D - GLENELG LOAM, - - _ _ 15 TO 25 PERCENT SLOPES w w = _ _ _ _ _ _ _ _ _ _ _ _ K FACTOR, WHOLE SOIL RATING .24 _ a • ° ° - - HYDROLOGIC SOIL GROUP B 4 ° ° K FACTOR, ROCK FREE RATING .24 TH OP D = DESIGNEDY.' PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. JDB {� FINAL SITE PLAN 3 ENGINEERS DRAWN BY: SURVEYORS KMALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: V PLANNERS TITLE: Lic.No. 267 �? D1HR BY. EXISTING CONDITIONS �'-6 � w ASSOCIATES HFW PO Box4119 968Olympia Dr, Suite l WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: O�`' �-��'� ��v Lynchburg VA24502 Ch ]lW lllq VA22911 ss-rPhone: 434.3166080 Phom 434.984.2700 CIVIL H: 1 "r=20+ 6 Of � 2 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ANAL wwww smialesaet 219040.03 904003C-EX-l.dwg V: N/A 02128120 I� ' I I I I 1 1 I EX 15' CENTRAL TELEPHONE COMPANY ESMT :+: ����..T .: :,� EX 15' POWER I PU LIC EA EMENT I .': f.'i- I ESMT I I' I � O D.B. 4282 P. 743 .. I..`. :.... :... _ ...:., - :.'.. O � � �..• .. D.B. 4160 I D.B. 224 P. 145 - �^•�'�� ���-��+� Q I I 1 I C9 t D B. 741 P. 249 �.: • '�P. 199 ..•. � • : I �o EASE GR S/EGRESS Q I :_. _ REtfCATE EXISTING EX 20' ACSA WATER EASEMENT 135 P. 249 C9 3 + •..:•-:.�•� • RE HYD INGLEWOOD DRIVE D.B. 4391 P. 331 EX 12" 4 DEMOLISH WATER LINE JWIWI 6" DECIDUOUS - W - W W ASPHALT- /, • W W - W - STOP TOP=499.86 I _ f� �\ 6 DECIDUOU TREE W W DROP INLET W W W W SIGN INV OUT=488.04 EX 8" SAN i TREE W W 6" DECIDUOUS GRATE YARD INLET GRATE W W - -_ W SAN /� SAN SAfV I ' W TOP=505.37 DROP INLET W �� W _TOP=505.60 ,� TREE i � + / W W - W W - NO LEFT W -� W �6" DECIDUOUS -- TURN SIGN SPEED LI LL TREE R LI ro - _ _- _ - o _ 4 .a. LP �' 1.79' 1 �0 20D 4 91 SP.M 33 _ 14, 208.4 25 IGN BM PK NAIL _ a _ - ' a - W - 6 EL=518.28 LING . .. o' % ° DECIDUOUS _ �e + + IF THIS DRAWING IS A REDUCTION �GLET1,Q T W M J / o DECIDUOUSTREE TREE DECID OU 1 6" DECIDUOUS w ° GRAPHIC SCALE MUST BE USED lJDp�,YV QlJ 6" TREE cn' � � � a �: D€C19000�- P TREE / ,3' PEED LI IT w ,. .41 TREE / / COMCAST / 6` DEQIDUOU BUSH 25 SIGN SCALE: 1" = 20' 4" WA¢L 80°21 13"E UNCTION STOP 7 E DRAIN IPE 13.50' 4" WALL / SIGN / S3TO6'30"W ° BLOCK d=023"21'47" V=5�.79 DRAIN PIPE OR 4" DECIDUOUS 6"' ECIDUOUS 6° I I / ELO¢A�TE EXISTING DECIDUous + . 25.95' RETANING R=203.50' INV==504.32 k 005'10'0 WALL CL=82.41' 4"/WALL / 6• CONGAS( JUNCTION TREE TREE TREE 20' 0 20' n 4 R=126. L=82.98' DRAIItl PIPE DECIDUOUS BO (BY OTHERS) 3 DI-28 TOP TO I L �� ° CL- CHD=S23-40'06'W INV= 506.20 / TREE 6" TREE DECIDUOUS BE REMOVED / LP 3 F - .41' DlclDuous / AND RELOCATED �I = 17°33'S5"W l _ CONTRACTOR SHALL PROVIDE SHORING TREE - CONCRETE a W W � W Q I I I cL o4a.93739 INv4s1wAs8 DEa / CID TO PROTECT EMBANKMENT AS RETAINING / 127.50' DRAIN PIPE 8` - SIDEWALK LL I TO BE EX 12" ° WALL i IS REMOVED. CONTRACTOR 'SHALL - uous . i DEMOLISHED °. o WATER LINE i L=4s.24' THE 6" PROVIDE SHORING PLANS TO ENGINEER + , CHD-N26°02'41 "E '. / DECID OUS FOR APPROVAL 6" \ a' /�\� DIA 4" WALL - TREE DECIDUOUS DECIDUOUS �-/ a° / DRAIN PIPE r EEC? 00 ° a Q / INV-513.6E 4=008°09'46" TREE WI I / a 23' INGRESS/EGRESS / I R=201.50' I N r DEMOLISH EXISTING / LCL-28.68' �' a EASEMENT o PP RETAINING WALL L-28.71' D.B. 4135 P. 249 i� >' ;> a I I AND HAND RAIL CHD=N16.04'05' / a_ QI x(x� I qI� DECIDUOUS / 6rr / Err / 6rr DECIDUOUS iz 1 . J DECIDUOUS DECIDUOUS DECIDUOUS TREE W ONLY 6 J TREE / TREE / TREE / TREE I HYATT PLACE H A 6 I DECIDUOUS / 6" 6" 6" P TMP MACFARLANE 15'TONEFIE�D LLC I I DECIDUous TREE / DECIDUOUS DEMOLISH AND REMOVE D aouous DECIDUOUS Q I TREEI I / TREE/ EXISTING ASPHALT, CURBING, TREE / TREEI a_. .° ZONED NMD 61, / / ) PAINT STRIPING, LAMP DEMOLISH AND D.B. 4165 P. 1 6„ I I I DEc�Duou� / LANDSCAPING ASD NDICATED LAMPS AND VPOSTISTING/ ' THE DECIDUOUS a TREE ' I I DEMOLISH ° 0I RIGH7j TURN I 7� ASPHALT ONL% SIGN ° a I4. BLOCK D-3 187 IA. y / I EX VARIABLE ESMT w ° BUSH I / / ° o. >a \ I I/ HYATT PLACE HOTEL POWERD.B. 4160 P. 199 rn- a e I I / // r a 4 w a 6 STORIES �1� 6„ s., FFE=496.5 1 a BUSH _ / TREE DECIDUOUS / DECIDUOUSDIA PTREE / / 6 / �o - _ DECIDUOUS DECIDUOUS DECID OUS I I .. / BOCK D-I TREE TREE I ° V srr / s" / s" DEMOLIS AND REMOVE - DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS I � EXISTINC�LAMP POST _ I I a. 8' D� . I TREE TREE / TREE / TREE FILTERRA TO aa° BUSH / �° BE RELOCATED I 1� 61, 62. 1 .STORM INLET - ° DECIDUOUS TO BE DECIDUOUS I �' REE I 8' DIg. BUSH , I DEMOLISHED TREE I 4 CONTRACTOR SHALL PROTECT FILTERRA COMCAST w uauLr � / / / ,EXISTING LIGHT POLES TO REMAIN DROP INLET �o-p4- INV-494.67 NrELos vauLr •., �i FROM CONSTRUCTION DAMAGE (TYP) TOP=49a.67 � 1 I I I I HANDICAP 1 4 8' DIA / / PARKING Q .BUSH I V / SITE DISTANCE slcN � REMOVE EXISTING s" s" EASEMENT TO BE 6,: 4" 18 sq BUSHES AND TREES DECIDUOUS / DECIDUOUS STORM INLET TO ABANDONED DECIDUOUS EXISTING STORM DECIDU US HANDICAP s" a BE DE TREE SEWER PIPING REE PARKING SIGN n^ �- DECIDUOUS I AS INDICATED, (GYP) TREE � TREE TO BE / I - � � �1 ° ° 4 SIGHT DISTANCE DROP INLET MSCTRE EOU w' a cf)/ / / 63 EASEMENT DEMOLISHED STORM INLET TOP=494.85 6 sl N 8 QI I 64 Of, 4135 P. 249 (TIP) TO BE 43.6 �< �I 1 DECID OUS REMOVE EXISTING; � � DR INL (TO DONE DEMOLISHED 4 61 � DROP INLET .< TR LANDSCAPING ro sol.4 D DECIDUOUS TOP= 94.17 RIGHT TURN I STORM INLET TO TREEI 4 SIGHT DISTANCE ONLY slcN I < E _ RELOCATE EX�STING 3 I _ BE DEMOLISHED - - ® + D.B. 4135 P. 249 N Q I ° DECID -_ _ P - - - - - ELECTRICAL �(J,U^N�CTIO JUNdTION 8_ - - _ 4 EASEMENT �0X �Y gT7Ybkc - I C9I I STONE \ TR d=1 1'40'27" k - W ° WAL \ �:\ �:\ \ R-260.Q1 / -- 5>_- I I DROP INLET CL=52.89' / - - M I I3 TOP=514.83 p m. �. . ` L=52.98' \ / 4 P - ���- . �z^T58-4� 40 .�' .�:\ � .� \ � D-N24'27'48"E - / _ �{ 4 N. 94 46.5 LAMP POST TO BE SIDEWALK TURN S0938'30"E _y m .`" �/. S ° RIGHT C ° LANDSCAPED ` ` DROP INLET RELOCATED (SEE MAINTENENCE 8" PARKING 46.E 3' DIA. 7�g' N41 °00'51 "E AREA `" TRANSFORMER PHOTOMETRIC PLANS SIGN O `� � � LP GRATE EASEMENT DECIDUOUS BUSH I =4 a TOP-500.46 D.B. 4135 TREE - GAS LINE AND I 8.36' y r - / 8:, a; -` _ _ Q ' DECIDUOUS FOR DETAILS) P. 249 8" EAS MEN( TO 43.E TRAFFIC a �. /�- DECIDUOUS TREE DISTRICT AVE. (TO BE DECIDUOUS DROP NLET GRATE 3 CROSSWALK o ` : .��. . DROP INLET 8 TREE BE LOCAT E ED d ` a TREE PEDEST IAN _----____- DECIDUOUS m 6 C9 POST 46.6 GRATE C'.ROSSIN�G ----' TREE TOP 494.29 - TRAFFIC 46J TOP=505.43 __-__ - ----1 INV IN=489.1E AHEAD SIGN ----- _ _ - _ INV OUT=488.04 NOTE: N83°11'02"E LIGHT g" i 3 26.37' POL DECIDUOUS i______= TREE i ' CONTRACTOR TO VARIABLE WIDTH EX 20' ACSA WATER EASEMENT EX G SLINE EAS ENT CONTRACTOR SHALL PROVIDE TREE TRAFFIC 8 SDMH NCREss/EGRESS EasEMENr D.B. 4391 P. 331 D.B.86 P. 32 PROTECTION FOR ALL TREES TO REMAIN. DECIDUOUS SAW -CUT -EDGE OF O Q VAULT TREE 8" TOP-508.55 D.B. 4135�21.��249 - - g < I I DECIDUOUS ASP TO BE - N % TREE - EMOLISHED TYP EX IN SIGHT DISTANCE EASEMENT _ - T FFIC / � ( ) WATER LINE D.B. 4135 P. 249 C 3 STO EFIELD I d=011°39'25" VAULT W W W W O MAROCI SIGN _ W W SIDEWALK W W W W W W W W W W LEGEND R-94. 0' W (TO BE W W _ a JUNCTION CL=19.09' EASEMENTMAINTENENCE RELOCA __ TO DISTRICT - a; W �I CONTRACTOR SHALL PROTECT BOX - D.B. 4,�s P. 24 . a m AVENUE B10FILTER EXISTING MARQUIS SIGN;/FROM CHD=y36.07'45"E 46 g ° e =AREAS TO BE DEMOLISHED CONSTRUCTION AMAGE - U o �� ' EXISTING FEATURE TO co cn j / m-'- - _ - - _ _ BE DEMOLISHED of 1 ADDRESSED COUNTY COMMENTS JDB 05/21/20 �`,TH OF v _ DESIGNED DB: PROJECT: STONEFIELD BLOCK D-1 SET REV. NO.23' {� FINAL SITE PLAN 3 m ?O I �f . ENGINEERS DRAWN BY: SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: o U PLANNERS TITLE: DIHR BY: C-7 Lic. No. 267 • DEMOLITION PLAN N wit SSOCIATES HFW OAPO gVA 4502 C8 ]1�i�DAs 901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 1 Phone 434.3166080 Phone 4349842700 CML H: 1 "=20' 7 O f �1 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ONAL �::oo+alo:.Ve1 219040.03 904003C_EX-2.dwg V.- N/A 02128120 I 1 EX 15' CENTRAL TELEPHONE I COMPANY 224 Q Ico ESMT + �EX 15' POWER " SMTPU LIC EA EMENT D.B. 4282 P. 743 I I II I . D.B. 4160 .. . - .. -� OO 1 .:,:. 't I t t t t �o t ®- 12 6" TAPPING 23' VR SEGRESS 3tLEEVE AND VALVE EASz"" EX 20' ACSA WATER EASEMENT P. 249 Q I 12 X6 TAPPING RELOCATED RE INGLEWOOD DRIVE Ex 12" OB CT �I r ,.*"•_• l �`.. — - _ — — D.B. 4397 P. 331 — R=14 — EUEH — + i •`• : ' �x �' F / DRA�LT . -322 TO HYDRAULIC R t8 TO WATER LINE , 3 I I SLEEVE AND VALVE ROAD 1-6"x3" RED I _ f BOND ST. - - /—6REDECIDUDUS W W W W DROP INLET W W W W W IN SI N 17SIG1� OV OUT=488.04 EX 8" SAN - - TURN SIGNNO • ��tl�t�. ��,_�`l►a WFUE fial r—saw me�­ — C- s MWIN am. ITEM PROPOSED AREAS (SF) 'APPROVED AREAS (SF) GREEN SPACE +l- 21,763 +/- 18,111 CIVIC SPACE +/- 23,814 +/- 11,843 OPEN SPACE = GREEN + CNIC +/- 45,577 +1- 29,954 SUMMARY: PROPOSED GREEN AND CIVIC SPACE AREAS EXCEED APPROVED AREAS. I I I / MAINTENANCE ADDIONAL TI �I / i / MWEEM0� AA 1 rAcc►Artir rt RAS i INF TABLE B: RECREATIONAL SPACE (RS) RATIOS ITEM PROPOSED AREAS (SF) BLOCK D-1: RECREATIONAL SPACE (PUBLIC + PRIVATE) +/- 5,358 PUBLIC +/- 0 PRIVATE +/- 14,121 PROPOSED RS RATIO OF BLOCK D-1 AREA 13.07% (AREA 1108,029 SF BLOCK D-1 AREA) TARGET RS RATIO OF AGGREGATE RS OVER TOTAL DEVELOPMENT P +I- 1.67% SUMMARY: PROPOSED RATIO OF RECREATIONAL TO PROPERTY AREA EXCEEDS APPROVED RATIO FOR OVERALL STONEFIELD DEVELOPMENT. EASEMENT 7 LANDSCAPED P DROP INLET NEW 8' SIDEWALK MAINTENENCE & 8" 4ti.4 — 3 AREA ANSFORMER GRATE INGRESS EGRESS EASEMENT WITH DECIDU ZNOTES FOR TABLES A & B Q. a DECIDUOUS TOP=500.46 AND ALONG NEW BOUNDARY LINES TREE �— I I AS DOCUMENTED IN APPROVED ALBEMARLE PLACE PRELIMINARY SITE PLAN I TRAFFIC n _ J'' a —� 8 TREE DISTRICT AVE. 8•• DECIDUOUS 3 GREEN AND CIVIC SPACE -ULTIMATE PLAN, DATED 3-21-2011, REV. 1 CROSSWALK -- .tl DROP INLET DECIDUOUS PEDEST IAN B DECIDUOUS TREE DROP LET GRATE • C9 POST " 46.6 GRATE TREE p TREE FOP=494.29 - • 2 AS DOCUMENTED IN APPROVED ALBEMARLE PLACE PRELIMINARY SITE PLAN, TRAFFICI _ _ — 46.7 TOP=505.43 ('. OSSING AHEAD SIGN — INV IN=489.14 INV UT=488.04 ULTIMATE PLAN, DATED 3-21-2011, REV. 1. LIGH�ET{III 8" i _ 3 POL DECIDUOUS TREE i ' VARIABLE WIDTH EX 20' ACSA WATER EASEMENT ADDITIONAL TRAFFIC _ 8:, DECIDUOUS SDMH INGRESS/EGRESS EASEMENT - D.B. 4397 P. 331 GAS LINE Q VAULT I � TREE 8" TOP=508.55 _ � "D. B. 4135�21.��249 - _ EA$"EM�T- 3 _ (31 I T FFIC DECIDUOUS TREE � _ - EX 12 WATER LINE SIGHT DISTANCE EASEMENT D.B. 4135 P. 249 _ 3 STOJE IELD - _ IGN VAULT W W SIDEWALK WWMAROU W W W JUN I _ / MAINTENENCE W TO DISTRICT STLRI I EASEMENT CT —y v BOX m — — — — — D.B. 4fi35 P. �d9 — — — — — —•— — —--- J B 46.8 _AVENUE — • -- ------- ----- � —Y t ----- -- -- -- -- -- -- --- 4 b.`J W W co 1 ADDRESSED COUNTY COMMENTS; REVISED BUILDING FOOTPRINT JOB 05/21/20 Tx of PZ WU DESIGNED BY: JDB PROJECT: STONEFIELD BLOCK D-1 FINAL SITE PLAN SET REV. NO. 3 2 ADDRESSED COUNTY COMMENTS; RELOCATED GAS UNE JOB 07/08/20 V ©ENGfNEERS SURVEYORS DRAWN KrM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: DIHR BY: SITE LAYOUT PLAN C-8 Lic.N°. 267 V_0� ASSOCIATES HFW PO Box4119 968OlympiaDr,Suitel WWA NUMBER: FILE NAME:DISCIPLINE: SCALE: DATE: SHEET NUMBER: O��—'Lnchburg VA 24502 CM1ar]om illVA22911 QSSI Phone: 434.3166080 Phom 434.984.2700 CML H: 1 "=20• 8 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ONAL a::o isle:.nel 219040.03 904003C_SP—l.dwg V: N/A �2/28/2� I \ . % mm ,id yl, �iw:�. • \� = 0Iiil���k _� NO LEFT llvj_mffHall 8 lommilmorla3m TURN SIGN16 E� NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 05" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO R USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GO URBAN STANDARDS. 2 RADIUS n ° z D.� D. SURFA 2 eT D.eD.eTD. BASE ; SUBI 8" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENDE I STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I p . D •�T D,e� Q p D!�TD!�TD e. .o. D,D�O•:�D 8" R CG-2 SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.07 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED OCG-2 CG-3 IN LINEAR FEET) DETECTABLE WAR WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. RAMP 12=1 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 48:1 MAX APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' 4. REQUIRED BARS ARE TO BE NO.5 X B" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1�/,". 10'1 MAX 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS, THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS PRE USED IN )DIN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. y M OR 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE 3, 121 pKA% CURB RAMP LANDING FLOOR. 121 MAX x' �- 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOETSE ETC. TYPE BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP TYPE B 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 1 THE BACK OF CURB. IF WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 12:1 MAX - - I 1 1 OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5. MIN XW.- A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE - MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 11 II 11 ILLII IIEII-Illd 'c? AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4" MIN II�IL=ti II�IL=II EII JI- - AT W.. 2" HIGHER THAN EDGE OF PAVEMENT AT M I'. , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME o .6"-2.4" C-C 0 0 0 0 0 0 z 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP + �� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o y O Q 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 0 502-65x OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB I_ 0 9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 11. T' BASE DIAMETER TRUNCATED DOME PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 20401 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 CG-12 A •5 DOWELS,8" LONG PERMISSIBLE AT 12"C-C 5' MIN. CONSTRUCTION 5'MMyN �V 1 Z 12:1 MAX, i � 4' MIN 121 MAX f� E B L RAMP ,� RAMP WITH BUFFER STRIP (SEE TABLE) A (SEE TABLE) TRANSITION GUTTER PAN SLOPE TRANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH g1 00.5'MM TO 20:1 THROUGH RAMP LENGTH LCUTTER PAN MAXIMUM SLOPE 20'1 s� 12:1 MA%.a £� f% 5'-0" MIN SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 20:1 48 1MAX EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 2 MIN. LMOI G 48.1 MAX, SECTION A -A LANDING 4e4 MAX. SLOPE S ORE DETECTABLE WARNING SURFACE PERMISSIBLE CURB - - CONSTRUCTION p 5' MIN JOINT CROSSWALK 12 N� 1�2�% x GRASS SECTION B B OR R6 CONCRETE ONE DIRECTION NOTES: ONE DIRECTION WITH BUFFER STRIP 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET 1OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2D;1 AT THE RAMP OPENING. u^ 4. DIAGONAL PLACEMENT IS NOT PERMITTED. II - II S11 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204,03 04/19 LK CROSS' I CROSSWALK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP .DAY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 CG-6 MH-lA NOTES: - - - - IS-1 1'-9 4" OIA THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETTERS ME TO BE i 1%" 7 SROI"WOE MDSRNSEDN NOTES: 11/2, 4 1/ s'�HIGH / \ 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. _ ❑ ❑ ❑ ❑ O 1 A A 2. CONCRETE TO BE CLASS A3 IFCAST INPLACE, 4000 PSI F PRECAST. MACHINE MACHINE FINISHED - DIMENSION N �� : ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 �/� 3. COMBINATION CURB E GUTTER HAVING A RADIUS OF FEET OR LESS (ALONG FACE OF CIATW I/" I I /�� SHALL BE PAID FOR AS RADIAL COMBINATION SHALL y' Y. ®. ®. 4. % CURB &GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE 1-& OA LETTERING� LAYER,THE BOTTOM OF THE CURB M GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE SECTION A -A OPTIONAL O ❑ ❑ ❑ ❑ A OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. ;"' x ❑ ❑ ❑ ' 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF I q _ , `III 2" R THE ROAD L AN M DESIGN UAL IN THE SECTION ON GO URBAN DESIGNMANUAL , APPROXIMATE WEIGHT _ - _ _ CAST IRON D FRAME 174 ± 9 LBS. TOP COVER 137 ± 7 LIES. s • pa} A. a // ♦\ D D D D D 114, I \\ . PRANg RS YIH�EN e d \ DIFFERENT SIZES OF • s s. PLAN \71 PIPES ME ENCOUNTERED. > C > A C D la ;.i' 7 'SLOT 010 A� I/ x BE CONCRETE OF THE CONTRACTOR ERENOF I COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 5'-0" UNLESS OTHERWISE NOTED ON PLANS THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNNUM DEPTH OF 7" IS MAINTAINED. 1 I OTHERWISE NOTED ON PLANS T 4" MIN. 'a n c 4. a 4 a d 1 a 44 a. A 1=III=III=III=III=III=III=III=III=III== _ - - - - -1I- -I I„ II II II II II II II lI ll l ll l ll l ll l ll l l 4"-VDOT I'ill� NO. 21A NOTES: COMPACTED SUBGRADE AGGREGATE 1. SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. SIDEWALKS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE STRUCTURE. SIDEWALK -DETAIL NOT TO SCALE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 233'a' DIA 22" CIA �'�' X 11/s" SLOT 201/iDIA O 1 7% DNA. 5" 22" DIAL 5" V-9Y4" DIM SECTION B-B BOTTOM xv=r SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 302 108.06 " PAVE OVER PRIME AT 0.4 GA/SY J PAVE OVER PRIME AT 0.1 GA/SY PARKING AREAS PAVEMENT SECTION DETAIL NOT TO SCALE NOTES SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD R SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE LP TO 4': IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO CONTOUR OF PIPE I I I I I SLOPE TO RAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE N` K6�--�\�-� • • • 4 PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TBE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD N`RIv BRIDGE STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING " TRAVEL LANE/PARKING 12 MINIMUM EDGE OF EXISTING PAVEMENT AS DETERMINED IN FIELD EX PAVEMENT SECTION SMOOTH SAW CUT EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE CAP (SEE 8" FACING (SEE LANDSCAPE LANDSCAPE PLANS) PLANS) z 8" REINFORCED g CMU, GROUTED a SOLID w !n a GRADE O CMU SHELF W Of CMU SHELF BID 12"x3'-O" CONT. FOOTING. STEP AS REQUIRED c� I 4'-0" 1 M TYPICAL RETAINING WALL SECTION NOT TO SCALE NOTES: 1. FINISH MATERIAL INFORMATION TO BE PROVIDED BY OTHERS. 2. SEE GRADING PLAN FOR ELEVATIONS AND EXTENT OF WALLS. B-1, B-2 WEEP HOLE (AS REDID.) STEPS (AS REDID.) WEEP 0 I 4, _ REDID.) W STEPS ,(AS I I I .0 ..Ixi T } Ixi IXI- D I ixI 5xWELDED B-� FABRIC OR EQUIVALENT AREA WIRE F MONOLITHIC 2•• 2" '" eF00TING •D + 8" + 2X _I DOGHOUSE WITH FOOTING NOTES: 1. SEE GENERA NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES. STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ME TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ME REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SRE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ME TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ME MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STARING HOLE (AS REO'D.) iw =' ALTERNATE JOINT DETAIL DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM T:( • 36" 4" 6" 18" 21" 48" 5" 6" 24" 27" 60" 5" 8" 36" 42" 72" 6" 8" 48" 54" 84" 7" W. 60" 66" 96" e" 8" 66" 72" 10B" 9" 8" 78" 84" 11 10.. 0 B" 90" 96" 126" 101 8" 96" 102" 144" 1 12" 1 8..1 10S. 1 120" OR PONDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ME TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ME TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. % DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. BONE PPE EXITING STRUCTUREE PIPE ENTERING AND A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ROAD AND BRIDGE STANDARDS SPECIFICATION R STANDARD PRECAST BASE UNITS REFERENCE SHEET 1 OF 7 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.11 08/17 302 1 ADDRESSED COUNTY COMMENTS JOB 05/21/20 DESIGNED BY: PROJECT: SET REV. NO. �yTH OF WA STONEFIELD BLOCK D-1= JDe DRAWN BY.ENGfNEERs FINAL SITE PLAN 3 � SuxvEYoxs JDe ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS DIHR BY: TITLE: C- 10 Lic. No. 267 wa t ASSOCIATES HFW DETAILS o�_�yF_,ZQ 1yWBox SHEET NUMBER: 1'D 4343119 968 3498,Suiiel WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg VA 24502 CharIW4rvJlq VA 22911 Plbrle: 434.3166080 Phone 434.984.2700 SSIONAL E� wwwwxassoiMesnel 219040.03 904003C_DET-1.dwg CIVIL H:AS SHOWN 02l28I2o 10 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: NIA PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 9D 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.t6 3.21 0.48 B" 45 2.66 2.88 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.t6 2.67 0.13 90 4.83 3.83 3.42 0.63 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.5B 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.16 120• BLOCK WALL SLEEVES W/ 18" MIN. WATERPROOF SEAL e' TEST CONNECTION � STRAINER METER 18• MIN. O � 5• MIN- * -►•�6" MINI-�- � a . d' 6" MIN. fi• MIN. 1B" MIN' ' *LAYING LENGTH (MIN) 'v. 3" STANDARD METER�19.25" 3" COMPOUND METER=24.25" � 7Y MIN. 24'OVER X ET ALUMINUM ACCESS HATCH OVER METER AND TEST TAP 60• MIN. NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER) NTS FIG. W-7D TD-17 L01/ L STEPS SHA i NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS X 6" 2500 P.S.I. CONCRETE : • ?"' �'+' .. •. BASE AND THRUST `. ';� •:;�:� ii'�yll '`..','•' BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR HEN 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 REQUIRED 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 METER SIZ DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 510, 3'8' 2' 3'1' 5'0. ,B' 3' 5' MIN. 4' 5' MIN. 12' MIN. 6' MIN GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. B DOOR HINGES r- - - - - - - - - - - - - - -1 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 INITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH '4' X 36' 4LUMINUM ACCESS BATCH WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� VARIES VE BOX • TO METER BOX (SEE FIG. o I THRU W-7E). II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID if u I I �yInIL_ I rA, M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LI FINISHED GROUND SECTION IN LINE WYE-TEE PLAN VARIES 2' MIN I I SALT TREATED 2 x 4 MARKER PLUG END OF - SERVICE LATERAL III SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 WATER MAIN---/ M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE4" UNLESSOTHERWISE SPECIFIED BYTHEACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 REMAINING BACK ILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INITIAL BACKFILL• B"MIN (6" LIFTS) EMBEDMENT ■ THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 OATH OP P _ DESIGNEDBY., PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. JDBENGINEERS FINAL SITE PLAN 3 2l fr • SURVEYORS DRAWN BY. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: • JDB V • , PLANNERS TITLE: DIHR BY: C- 1 1 � Lic. No. 267 � DETAILS wit ASSOCIATES HFW POB..4119 968 Olympia Dr, Suitel SHEET NUMBER: o�-2 {w y."ehberEVA24502 Chrlotresville,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone_ 434 316 6080 Phone_ 4349842700 1 1 of 12 s`SIONAL E� wwww somatesnot 219040.03 904003C-DET-2.dwg CML H:AS SHOWN 0212o�2o NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N/A E Ttm 460 455 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+99.87 STORM PROFILE STRUCTURES EX43 THROUGH 43.6 STORM SEWER DESIGN WWA PROJECT NUMBER: 208026.02 COMPUTATIONS COUNTY:ALBEMARLE DISTRICT DESCRIPTION: PUBLIC ROADS SHEET 1 OF1 FROM POINT TO POINT AREA DRAIN "A" RUNE OFF COEF CA INLET TIME (TO RAIN FALL 010) RUNOFF O INVERT ELEVATIONS LENGTH SLOPE DIA MANNNGS It CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUI- UTATED MIN IWHR CFS UPPER END LOWER END FT F17FT IN CPS FPS SEC FT FT 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 46.8 46.7 0.04 0.90 0.04 0.04 5.0 6.7 0.2 505.12 502.20 50.48 0.0578 15 0.010 20.3 16.5 3.1 511.24 6.12 46.8 46.7 46.6 0.00 0.90 0.00 0.04 5.1 6.6 0.2 502.00 501.43 27.6 0.0207 15 0.010 12.1 9.9 2.8 508.50 6.50 46.7 46.6 46.5 0.09 0.85 0.08 0.11 5.1 6.6 0.7 501.23 496.02 77.6 0.0672 15 0.010 21.8 17.8 4A 505.41 4.18 46.6 46.9 46.5 0.19 0.80 0.15 0.15 5.0 6.7 1.0 495.56 494.55 60.1 0.0168 15 0.010 10.9 8.9 6.8 501.91 6.35 46.9 46.5 46A 0.11 0.85 0.09 0.36 5.2 6.6 2.4 494.35 489.14 198.9 0.0262 15 0.010 13.6 11.1 17.9 500.49 6.14 46.5 46.4 46.3 2.52 0.80 2.02 2.37 5.5 6.5 15.5 488.04 487.22 52.9 0.0155 24 0.010 36.7 11.7 4.5 Includes lows tom Block D 1 494.29 6.25 46.4 46.3 46.2 0.16 0.80 0.13 2.50 5.5 6.5 16.2 487.12 485.39 167.4 0.0103 24 0.010 30.0 9.5 17.5 494.30 7.18 46.3 46.2 46.1 0.12 0.80 0.10 2.60 5.8 6.4 16.6 485.29 482.41 231.0 0.0125 24 0.010 32.9 10.5 22.0 492.14 6.85 46.2 46.1 43.1 0.15 0.85 0.13 2.73 6.2 6.3 17.1 482.21 481.47 84.9 0.0087 24 0.010 27.5 8.8 9.7 490.01 7.80 46.1 43.6 43.5 0.56 0.81 OA5 OA5 7.0 6.1 2.8 486.63 1 486.04 25.7 0.0229 15 0.010 12.8 10.4 2.5 Includes lows Bond St 494.33 7.70 43.6 43.5 43A 0.00 0.90 0.00 OA5 7.0 6.1 2.7 485.94 484.91 65.4 0.0157 15 0.010 10.6 8.6 7.6 493.90 7.96 43.5 43.4 43.3 0.55 0.80 OA4 0.89 7.2 6.0 5.4 484.81 484.39 46.9 0.0090 18 0.010 13.0 7.3 6A 492.46 7.65 43.4 43.3 43.2 0.29 1 0.88 1 0.26 1.15 7.3 6.0 6.9 484.19 483.18 97.3 0.0104 21 0.010 21.0 8.8 11.1 491.94 7.75 43.3 43.2 43.1 0.18 0.85 1 0.15 1.30 7.5 5.9 7.7 482.98 481.47 172.3 0.0088 30 0.010 50.1 10.2 16.9 490.93 7.95 43.2 43.1 43 0.20 0.80 0.16 4.19 7.7 5.9 24.6 481.27 479.16 1 69.5 0.0304 30 0.010 93.2 19.0 3.7 489.22 7.95 1 43.1 23 22 9.21 11.74 5.0 46.5 483.83 480.20 240.15 0.0151 42 0.010 161.2 16.8 14.3 Future Development Flow 499.08 15.25 23 22.1 22 1.85 0.85 1.57 1.57 7.0 6.1 9.5 482.83 482.11 28.1 0.0256 18 0.010 21.9 12A 2.3 489.93 7.10 22.1 22 43 2.28 0.85 1.94 12.72 11.98 5.0 63.6 480.06 478.40 26.31 0.0631 48 0.010 470.3 37A 0.7 From Block E1 489.81 9.75 22 43 42 0.00 0.85 0.00 16.91 12.0 5.0 84.6 478.22 477.58 1 92.46 0.0069 48 0.010 155.8 12.4 7.5 489.27 l t135 43 42.1 42 7.2 478.26 477.37 61.50 0.0145 15 0.010 10.1 8.3 7.5 481.74 3.48 42.1 42 41 0.24 0.74 0.18 17.09 12.1 5.0 85.1 477.36 474.27 151.07 0.0205 48 0.010 267.8 21.3 7.1 488.28 10.92 42 41 40 7.65 0.85 6.50 23.59 12.2 5.0 117.0 474.07 473.52 96.48 0.0057 48 0.010 141.4 11.2 8.6 486.84 12.77 41 40.1 40 0.14 0.80 0.11 0.11 5.0 6.7 0.7 476.75 476.24 26.7 0.0191 15 0.010 11.6 9.5 2.8 483.10 6.35 40.1 40 39 0.12 0.85 0.10 23.80 12.4 4.9 117.5 473.32 469.99 240.26 0.0139 48 0.010 220A 17.5 13.7 483.14 9.82 40 38.2 38.3 0.13 0.85 0.11 0.11 5.0 6.7 0.7 472.36 472.01 29.2 0.0120 15 0.010 9.2 7.5 3.9 479.24 6.88 38.2 38.3 39 7.12 OA 2.85 2.96 25.0 3.5 10.5 471.80 471.54 22.7 0.0115 18 0.010 14.7 8.3 2.7 accounted for at ST41 479.23 7.43 38.3 39 39.1 0.21 0.61 0.13 26.89 12.6 4.9 131.7 469.79 469.19 32.79 0.0183 48 0.010 253.3 202 1.6 479.59 9.80 39 39.1 38 0.16 0.85 0.14 27.02 12.6 4.9 132.3 469.01 465.51 262.48 0.0133 48 1 0.010 2162 17.2 15.3 479.42 10.41 39.1 38 37 0.00 0.85 0.00 27.02 12.9 4.9 131.2 465.31 463.55 115.53 0.0152 48 0.010 231.1 18A 6.3 475.76 10.45 38 37 44 0.00 0.85 0.00 27.02 12.9 4.9 131.2 463.37 460.97 164.40 0.0146 46 0.010 2262 18.0 9.1 473.32 9.95 37 44 45 0.00 0.85 0.00 27.02 13.0 4.8 130.7 460.78 458.91 175.82 0.0106 48 0.010 193.1 15A 11 A To Interim North SWM 470.71 9.93 44 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+00.53 STORM PROFILE STRUCTURES 46 THROUGH 46.8 2 ADDRESSED COUNTY COMMENTS JDB 07/08/20 DESIGNED BY: PROJECT: SET REV. NO. �yTx of _ STONEFIELD BLOCK D DRAWN BY.-1 4Li ff"vENGfNEERs JDBFINAL SITE PLAN 3 SURVEYORS JDB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: 1.0 c.No. 267 • DIHR BY. STORM SEWER PROFILES & CALCULATIONS C-12 V-0 ASSOCIATESH roBoxau9 96801ympiaDr,Suilel WWA NUMBER: FILE NAME:DISCIPLINE: SCALE. DATE:SHEET NUMBER: O��-��'Lnchburg VA 24502 Ch ]lW lllVA2291j PhorK: 434.3166080 Pbone' 434984.2700 12 �1 12 SSIONAL wwww smialesoet 219040.03 904003C-SWM-1.dwg CML H:AS SHOWN 0212o�2o NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N/A ~1 2" REFLECTIVE ALUMINUM SIGN WITH WHITE RESERVED BACKGROUND, GREEN LEGEND AND PARKING BORDER, AND WHITE SYMBOL ON BLUE 0 ® BACKGROUND (TYPICAL AT ALL HANDICAP SPACES) �~ THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN u 34 35 36 37 L- Z GALVANIZED "U" CHANNEL POST tomom — o� NEI 97 m 0 23 38 78 O W O j 99 L `0 21 33 0 I VDOT A3 GENERAL N M CONCRETE 32 20w 1 o3 TOPSOIL AND SEED 19 31 49 40 OR CONCRETE SIDEWALK /�30 18 50 41 T — 29 1 84 51 42 1 o °.. 16 28 71 83 52 43 e tr. c o 15 27 70 82 53 44117 n1 14 26 69 81 54 45 13 25 68 80 55 46 D e 4" MIN. 12 24 1 2 67 79 56 47 10 65 NOTES: • VEHICLE RAMPS IN PARKING GARAGE SHALL NOT 1 9 64 128 EXCEED A SLOPE OF 1:15 (6.67%). 8 7 6 5 4 3 63 62 61 60 59 58 57 REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL HANDICAP PARKING SIGN DETAIL DETAILS. NOT TO SCALE limml ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH GROUND LEVEL 1ST FLOOR / COURTYARD LEVEL 2ND FLOOR LEVEL OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES PENALTY SIGN SHALL READ:"PENALTY, $100-500 FINE, TOW -AWAY -ZONE" PER IBC SECTION 1106.8 mmmm 345 346 347 285 286 287 288 289 142 334 290 141 \\\\\\\\\\\\\\t 291 332 344 303 292 331 343 304 293 330 342 305 HANDICAP 294 PARKING SIGN 329 341 306 295 328 340 307 296 327 339 309 297 198 326 338 309 298 197 325 337 310 299 324 336 311 300 4S 323 335 312 301 5 302 a 321 0 320 0 IMEM i mom 319 318 317 316 315 314 \ 313 yMIN --moss\ INTERNATIONAL �� ACCESSIBILITY Ell SYMBOL S 3RD FLOOR LEVEL 4TH FLOOR LEVEL 5TH FLOOR LEVEL 6TH FLOOR LEVEL 4" PAINTED LINES AT II II 45' AND 24" O.C. MIN.�5' MIN.�1 HANDICAP PARKING TYPICAL DETAIL NOT TO SCALE SLOPES WITHIN PARKING AREA AND ADJACENT ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 0 5' 10' 20' 40' SCALE: 1/32" = 1'-0" 1 ADDRESSED COUNTY COMMENTS JDB 05/21/20 DESIGNED BY., PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. 2 ADDRESSED COUNTY COMMENTS JDB 07/08/20 FINAL SITE PLAN 2 DRAWN BY.. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: MM/JDB TITLE: DIHR BY: PARKING GARAGE LAYOUT AP-1 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 219040.03 904003C—AP-l.dwg H:AS SHOWN 02128120 1 Of 1 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N/A �IIIIIII;�I �I IIIIIIIII�\ ��I �- .1 �� layl 1 1 1, �iaoaoao::iaiaoaoao �IIIIIIII� � IIIIT 1111111,11 �I� � IIIIIIIII�� 1. 1 `� `I �i�- 1� 1 1 1 1 1 �r 1! i .1 •�iiaiaiia��:: aoaoaoo �IIIIIIII� � IIIh 1\ © II IIIIIII,iI �I� ■ �`I �QAAAAAAAAAAAAA`�?�VVAAAAAAAAAAAA 11 1 1 1 i 1� 1 1. �1' 1 • 1: 1 I ■ 1 1 �IIIIIIIII� � 111111111 Illllliil �I � IIIIIIIII�\ 1 \ \ �I �_ •1 oaoaoao 0000aoao :1 1 1� 1 1 i 1; 11 �aaoaoao.::iaoaiiaiiio 1 �IIIIT� � IIIIII,II \ I I I I 141 - C) W W W S SaN SA'N SA'N /I/ Lam\ VVV"'111.\ t .. —W. =W� N—W-- -- - - - - - - - - - - z.. I - ❑ .�. .. ZE LI °O ....._ ® a W ' 4 4v l 4 I� 0 \ ® 3 v4 - o., R . . _ _ ID \ S 3 _ i - W W W W— W W W W W W— W W W W W W - W W W 4v 77 ---v / / / • tl v w- J- W <'r M E X I S T I N G B U I L D I N G �- tiv I `Z 4 3 I EXISTING BUILDING II I �P�$ I 4 I SCALE 1"=20' t I I .e4. '. '4,v I t g l I I 0 20' 40' 4 MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE: (434)295-5824 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 TIIIM Sireel N.E. Charlottesville, VA 229o2 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SN;well avenue Doylestown. PA 18901 PHONE: (215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Roarl, Suite 105A, AOaM . GA 30350 PHONE:(7I0) 650-9051 v1p,LTH Op �? W. III W0.14 08/14/20 U� ARB/SITE PLAN SUBMISSION r V O CU m C/) > c J > Q) m Q, W Lo CV L LL O W Z O H The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inGutlinQ the Drawings and Specifications, and will retain aocommon law, sptutp antl Other reservetl nghis, including copyri?, ts. Submittal or dis1frriibution to meet official reOu ec req ui t� $ Pto oect le not fo b replrued co7lnecti0n_t% Ar publication in tleroga�ion of the Architect's or Architect's consultantsreserved nghis. Di av/inQs and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAVVINGS OVERALL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIP ION 1 07/08/2020 ARINSITE PLAN REVISIONS 2 08/14/2020 ARINSITEPLANREVISIONS I I I I I I V I PLANT SCHEDULE TREES BOTANICAL NAME CE GRI A ER GR E M ACE ARM ACER RUBRUM 'ARMSTRONG' A QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA-ALLEE- EVERGREEN TREES BOTANICAL NAME THU SMA THUJA OCCIDENTALIS -SMARAGD- FLOWERING TREES BOTANICAL NAME AMEARB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA MAG SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME BUX GRN BUXUS X'GREEN VELVET CHA LAT CHASMANTHIUM LATIFOLIUM CLE HUM CLETHRAALNIFOLIA'HUMMINGBIRD' COR SIB CORNUS ALBA'SIBIRICA' FOT GAR FOTHERGILLA GARDENII HYD ANA HYDRANGEA MACROPHYLLA'ANNABELLE' HYD QUE HYDRANGEA QUERCIFOLIA ILE HOO ILEX CRENATA'HOOGENDORN' ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA MYR BOB MYRICA PENSYLVANICA'BOBZAM' SHRUB AREAS BOTANICAL NAME CAR ELA CAREX ELATA'BOWLES GOLDEN' ITE SPI ITEA VIRGINICA'SPRICH' TM OSM CIN OSMUNDA CINNAMOMEA PEN HAM PENNISETUM ALOPECUROIDES 'HAMELN' GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA ECH PUR ECHINACEA PURPUREA FES GLA FESTUCA GLAUCA HYP CAL HYPERICUM CALYCINUM PAC TER PACHYSANDRA TERMINALIS PERATR PEROVSKIAATRIPLICIFOLIA RUD HIR RUDBECKIA HIRTA VIN MAJ VINCA MAJOR W — W h co 3 MATCHLINE L3.1 3 MATCHLINE L3.4 W — 1 1 — w ---� M I M 1 (2) CHI VIR (45) VIN MAJ (40) ILE WIN (16) CHA LAT 1 (16) ILE INK 0 1 Q O 1 EXISTING VARIABLE WIDTH POWER EASEMENT U J 1 1 (49) RUD HIR 1 (2) MAG SWE (17) ECH PUR (16) PEN HAM (5) COR SIB 1 .1 1 1 , SEGMENTAL BLOCK WALL: "JAMES RIVER" BY EAGLE BAY/ANCHOR DIAMOND PRO 71 (3) HYD ANA (28) ILE INK (1) MAG SWE (10) PER ATR (2) THU SMA rI WI I W b D D I I ° I I D I v. I v D I 1 1 2 I I I D DI I I I r' r m' v° v 3 v n I Im m VV D I Ivof v 3 v I I W I W N D v I I I i-X I I I I - v I I I D ov I \ v', I I I ■ Iv Ib v I I ■■ D: D -- -- -- -- -- -- -- -- -- — __ �.' ,•� °� v •.' D l / .D v e:ev D v v Ir I D v IIx N PUBLIC EASEMENT EXISTING 15' CENTRAL I TELEPHONE COMPANY \ \ P . ° v ------ EASEMENT7. D D ■■ �° v \ v ° � — W — by W V W y W #■ v D D D D v D . D D v ° .+.W. .W 4.W. .+. +. �.�. f. ��++• _ •+ W W _ W . . NN W\W W 2 Wi_ W� W— W W 4 = W 1N W W W =W =W =W N S%" .✓•`.�. `• •.•.•�•`�'4 w a,V1lb2 W o= ` / .�`. . Qy. +W \I. w m e 4 '� < ., ACE ARM i�� + W y , •/ W .y W SOD TREE PROTECTION o — FENCING - TYP. EXISTING TREE -TYP. W++. w / // //'' /, 4e .y. .y i. .. .`. ,` '.Y '+ y VW +4•y- ... . . .. . . . . .W. W+ W4'/;W.+.' 4W y4..W.W.W.y.W. ®W.W.y.4: (32)IT MAJ �w W .y� 32) E SPI 2 (42)RUD HIR - (9)FOTGAR (3) QUE PHE as . .�. .I.�.+ . . . . . . . . .,W.+.W.4..+ y.W� W +yW yWWW e SOD M \ \ `.".'.'.`.`. .... .`.'.'..`.'. SOD. �.. �.W�1W�. �W� _ \\ . �. .+.W .W �. �.�. �.�.�®,,•.•. •.• •.•.•.•.•.•. �.W.+. •.•. •.•. •. •.•. •. •.. •. . .+. •.•. •.. 777 I �t v . .`.SOD. D N5 \\ \ \\\\\\x . . . y VVVVUf1/LInM W r j • �VUVVVkAnM' a a• 4 .r • a a a hu �vvv' C v/y °n5'A?oL Oil, ,}n nnn�g • +'� • �O.nnn.^°S • vv.vo00nnnM c I . . � / UUUVVyQO n nnp C 'VUVvvVO c VVY �G�1nn • `c ( JI �.44nVVC W W � • n W W. °"4nrl ` • •� I I I /I • n � / iYis� .�/ • • > P R O P O S E D II B U I L D I P d SCALE 1/8' 1'0" 0 8' 16' MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suge 200 Charlottesville, VA 22903 PHONE: (434)295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 ThIM Street N.E. Charlottesville, VA 22902 PHONE: 43,1)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SN;well avenue Doylest w . PA 16901 PHONE: (215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI RoW, Suite 105A, AOaM . GA 3W50 PHONE:(7I0) 650-9051 pLT1H O�W.i.14 08//24p �? � G ARB/SITE PLAN SUBMISSION V O CB J •� m > Q� C J0 > to m Q, W Lo CV LL C%cu L W z O I'^ v / The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inGutlinQ the Drawings and Specifications, and volt retain alrcommon law, sfatutory and other reserved nghts, including copynppBts. Submittal or tlls11ribution to meet official Muula[ re Ir mante or fqr oIn rpurpose in ni,. w�t�i tefiis Pro ect is not to be conS?Med as publication in tlerogal:lon of the Architect's or Architect's consultants' of rights. D2winQs and Specifications are 02019 by Mitchell Matthew Architects &Planners. DO NOT SCALE DRAVANGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS DATE M8120 Oo III D. B. 135 P. 249 " N -X 20' ACSA WATER E/T61S�✓I 1 E j3i L E W O O D D R I V E EX 12 " \ N D.B. 4391 P.331 .WATER LINE I 4(3) ACE ARM (31) CAR SED F (59) HYP CA — — — — W � W W — W — W _ — — — — — — - — — — — — W—W_ (4) HYD QUE I v' (29) FES GLA _ W I W I W W (1)ACE ARM W— W— W— yy—W--W—W— W� W� W— W— W _ W � W W — W W T------ 23'INGRESS/EGRESS EASE NT IEW INGRESS —EGRESS I SEMENT OF ALL AREA ISTING RE S—EGRESS EASEME W UNDARY LINES l TO P R O P O S E D F-\ I I N \ E AN DOWN C CAST J CTION B U I L D I N G LEVEL V,� .. ................... f 77� .. .. .. WE O SAN M TOP=4 INV nl _4 v D 20'af PLANT SCHEDULE TREES BOTANICAL NAME ACE GRI ACER GRISEUM ACE ARM ACER RUBRUM 'ARMSTRONG' GIN PSG GINKGO BILOBA'PRINCETON SENTRY' QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' EVERGREEN TREES BOTANICAL NAME THU SMA THUJA OCCIDENTALIS-SMARAGD- FLOWERING TREES BOTANICAL NAME AME ARB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' CHI VIR CHIONANTHUS VIRGINICUS CDR FLO CORNUS FLORIDA MAG SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME BUX GRN BUXUS X'GREEN VELVET' CHA LAT CHASMANTHIUM LATIFOLIUM CLE HUM CLETHRAALNIFOLIA'HUMMINGBIRD' CDR SIB CORNUS ALBA'SIBIRICA' FOT GAR FOTHERGILLA GARDENII HYD ANA HYDRANGEA MACROPHYLLA'ANNABELLE' HYD QUE HYDRANGEA QUERCIFOLIA ILE HOO ILEX CRENATA'HOOGENDORN' ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA MYR BOB MYRICA PENSYLVANICA'BOBZAM' SHRUB AREAS BOTANICAL NAME CAR ELA CAREX ELATA'BOWLES GOLDEN' ITE SPI ITEA VIRGINICA'SPRICH' TM OSM CIN OSMUNDA CINNAMOMEA PEN HAM PENNISETUM ALOPECUROIDES'HAMELN' GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA ECH PUR ECHINACEA PURPUREA FES GLA FESTUCA GLAUCA HYP CAL HYPERICUM CALYCINUM PAC TER PACHYSANDRA TERMINALIS PERATR PEROVSKIAATRIPLICIFOLIA RUD HIR RUDBECKIA HIRTA VIN MAJ VINCA MAJOR 4 v 1 1 /Nee v000 4 / / v 4 v F a- 4 v 4 o v a off 1 1 4 v a. v MATCHLELL MATCHL a4 8' 1 16' MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE: (434)295-5524 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 ThIM Street N.E. Charlottesville, VA 22902 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SN 11 avenue ooylestown. PA 18901 PHONE: (215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Roarl, Suite 105A, AOaM . GA 3W50 PHONE:(7I0) 650-9051 �p LTH Op �? W. III W0.14 08/14/20 U� ARB/SITE PLAN SUBMISSION 0 C.� O CU J E m C/) > c J > 0 m Q) Lo W N O L LL O W Z O I— The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inGutlinQ the Drawings and Sppecifications, and will retain alrcommon law, sfatutp antl Other reservetl nghts, including copyri?, ts. Submittal or dis1Frriibution to meet official re0ulec req ui t� S Pto oect Is not to b r sTwed collnectidn_t% as publication in tleroga�ion of the Architect's or Architect's consultants' reserved rights. Dravii Q and Specifications are 02019 by Mitchell Matlhev5 Architects & Planners. DO NOT SCALE DRAVVINGS DETAIL LANDSCAPE PLAN mom PROJECT 1814 DATE May 21, 2020 REVISIONS DATE M8120 14/20 v MATCHLINE L3.2 MATCHL IFIE E3.3 a EN PLANT SCHEDULE TREES BOTANICAL NAME ACE GRI ACER GRISEUM ACEARM ACER RUBRUM'ARMSTRONG' GIN PSG GINKGO BILOBA'PRINCETON SENTRY' QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' EVERGREEN TREES BOTANICAL NAME THU SMA THUJA OCCIDENTALIS-SMARAGD- FLOWERING TREES BOTANICAL NAME AME ARB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA MAG SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME BUX GRN BUXUS X'GREEN VELVET' CHA LAT CHASMANTHIUM LATIFOLIUM CLE HUM CLETHRAALNIFOLIA'HUMMINGBIRD' CDR SIB CORNUS ALBA'SIBIRICA' FOT GAR FOTHERGILLA GARDENII HYD ANA HYDRANGEA MACROPHYLLA'ANNABELLE' HYD QUE HYDRANGEA QUERCIFOLIA ILE HOO ILEX CRENATA'HOOGENDORN' ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA MYR BOB MYRICA PENSYLVANICA'BOBZAM' SHRUB AREAS BOTANICAL NAME CAR ELA CAREX ELATA'BOWLES GOLDEN' ITE SPI ITEA VIRGINICA'SPRICH' TM OSM CIN OSMUNDA CINNAMOMEA PEN HAM PENNISETUM ALOPECUROIDES'HAMELN' GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA ECH PUR ECHINACEA PURPUREA FES GLA FESTUCA GLAUCA HYP CAL HYPERICUM CALYCINUM PAC TER PACHYSANDRA TERMINALIS PER ATR PEROVSKIAATRIPLICIFOLIA RUD HIR RUDBECKIA HIRTA VIN MAJ VINCA MAJOR A a �.. � e d -� .. ... • .,. a 6��° ',e •� .� �. d° �,� d 0. i ° a d x� d . d d P d d e' d e A` % n — 4 J " e a — d e a . • 9 d °. — d' e' d d d' \ de 9 a4 ' A 1nX - V` d - j� �e ae u .. a •, a -e a °. . '• a a '.. ad a d. d .�d -d• l/Y .L ASa G . . .+. . .+. .4. .W+a + +y+ +a . .+W++ .�.� ��.+. +.�. .. �.4. +. .W. . . . W . .+. +. . . . .+. . . .4.+ W. . .+.W.W. ..W .�.� W�a .+.�.� . . .� . . .�.�. r �. .+W•.W. . W Wp '✓ u�WWW.+ W.W.4. W.+. y. .+. .W.W. . .4 9' ° \ .SOD r a- . • v ♦ . ♦ r ♦ ♦ u a .r ry • r a r u . /rrl • ♦ ♦ r . • a . u v r v + • ♦ ♦ r + v ♦ u r v v a a v a ♦ ry • ♦ u r vQ a ♦ ° -e \ (29)FES GLA I I I I I I NEW S I D E (29) CAR SED W7AC (2)ULMALL MAINTENANCE (9) ITE SPI (43) CAR SED EASEMENT EXISTING TREE - TYP TREE PROTECTION FENCING - TYP. (30) FES GLA (22) ITE SPI (61) CAR SED NEW VARIABLE � EX 20' ACSA WATER EASEMENT - D I S T R I C T A V E N U E WIDTH D. B. 4391 P. 331 if 7J 0 EX 12 SIGHT DISTANCE EASEMENT D D WATER LINE D.B. 4135 P. 249 >> �w—W w—w—w w w w w w w w w w w w w w w w w w—w w w w w w w w w w w w w w w w w w SIDEWALK = I MAI NTENENCE z I z I EASEMENT 3 3 3 I J � 3 � � W W W W W w W W w— _ w w w w� v m m I 17- I D. B. 4I 1 �5 —P. W W I a v — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ —17 4 a \\ _ I 44 �\ J v. � � I L wJ � E X I S T I N G B U I L D I N G w� _ —w—w M I Q v I M M M M d 4 j 4 4 I�3 I �P° lO SCALE 1/8"=1'0" 8' 16' MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesvlle, VA 22903 PHONE: (434)295-5824 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 ThIM Street N.E. Charlottesville, VA 229o2 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SN 11 avenue Doylestown. PA 18901 PHONE: (215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Roarl, Suite 105A, AOaM . GA 3W50 PHONE:(7I0) 650-9051 �p LTH Op �? w. III 0.14 08/14/20 U� ARB/SITE PLAN SUBMISSION 0 V O tU IIIIIIJ •� Q � � C J m � W Lo CV L O W z O I'^ v / The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inGutlinQ the Drawings and Sppecifications, and will retain alrcommon law, sfatutp antl Other reservetl nghts, including og copyri?, ts. Submittal or dis1Frriibution to meet ogfficial reoulec req ui t� S Pto oect Is not fo b r sTwed cohnectidn_t% as publication in tleroga�Ion of the Architect's or Architect's consultants' reserved rights. D2winQs and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAVVINGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS DATE y0820 14/20 a MATCHLINE L3.1 L3.4 1 IMATCHLINE �IQ II � C/)� Q O I (3) MYR BOB ILE INK t I(3) 3 (16) PER ATR (5) THU SMA N I 13 1 I < (3) HYD ANA (2) CHI VIR I 1 (12) COR SIB I (19) MYR BOB (7) FOT GAR � I I I C SEGMENTAL BLOCK WALL: "JAMES RIVER" BY EAGLE O BAY/ANCHOR DIAMOND PRO I CORATIVE STONE � I I Q I O (18) ILE WIN (17) ECH PUR t (26) ILE HOO I I J (7) ITE SPI (44) PER ATR I � Q � I Q O � I EXISTING VARIABLE WIDTH Q 3 POWER EASEMENT I c� 3 I ■ ■ I I I I\ (28) ITE SPI I I t (2) CHI VIR (26) PEN HAM 3 (4) QUE PHE (41) BUX GRN Q I O (46) RUD HIR 1 ' � 3 I I Q I I r PLANT SCHEDULE TREES BOTANICAL NAME ACE GRI ACER GRISEUM ACE ARM ACER RUBRUM 'ARMSTRONG• GIN PSG GINKGO BILOBA •PRINCETON SENTRY' QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA-ALLEE• EVERGREEN TREES BOTANICAL NAME THU SMA THUJA OCCIDENTALIS •SMARAGD- FLOWERING TREES BOTANICAL NAME AME ARB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA MAG SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME BUX GRIN BUXUS X •GREEN VELVET' CHA LAT CHASMANTHIUM LATIFOLIUM CLE HUM CLETHRAALNIFOLIA •HUMMINGBIRD• COR SIB CORNUS ALBA'SIBIRICA• FOT GAR FOTHERGILLA GARDENII HYD ANA HYDRANGEA MACROPHYLLA •ANNABELLE• HYD QUE HYDRANGEA QUERCIFOLIA ILE HOO ILEX CRENATA'HOOGENDORN• ILE INK ILEX GLABRA'COMPACTA• ILE WIN ILEX VERTICILLATA MYR BOB MYRICA PENSYLVANICA •BOBZAM• SHRUB AREAS BOTANICAL NAME CAR ELA CAREX ELATA •BOWLES GOLDEN' ITE SPI ITEA VIRGINICA'SPRICH' TM OSM CIN OSMUNDA CINNAMOMEA PEN HAM PENNISETUM ALOPECUROIDES •HAMELN• GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA ECH PUR ECHINACEA PURPUREA FES GLA FESTUCA GLAUCA HYP CAL HYPERICUM CALYCINUM PAC TER PACHYSANDRA TERMINALIS PER ATR PEROVSKIA ATRIPLICIFOLIA RUD HIR RUDBECKIA HIRTA VIN MAJ VINCA MAJOR O OVO v,,', {{ O �O OO a L O�O�OO 0 • . 000 o00000 o 00000 Oo00 IIcy `,c', `,( ` `><�.( ` ` ;.0 . . . • . . • . . • . . . . . . . . . . . . . . . . 1 $ %r •K 'J' 1 f . . . . . . . . . . . . . . �. -•.W-W- O O 0000 0000 O • .�` �• ,A zf i ,� A xJ i,�� �*�r ,� A� C.�CD 6r� SOD OOOO"00 �.�.�. �. .� �C'C >r�t�4�f',��M.' `,.0 Tr'4C'.r .•. ..+.•.+. .+.+. .+. .+. — •��—� d ° ° • \\\\\ •W ••. •.. 4....•. •.W .W.•. •.W .•.W. � r%/ � �-,`Mi �`� / %sx2fi ��7 '` � % —� i__ • 4 .+. I• \\\\ ., ., .. •.•. W.. . y/�p •. .W.•..�.\`^Y �yl ,� ^Yy/%�i' S� ^Yyxj'� W ..�• d L .SOD . \ \ \\\\\\\ \ \\\\ () ULM ALL oq \\\ ��.'. r 4 1 0.` (143)PAC TER (3) THU SMA ' •�.�.�.�.�.� Imo. -� �� // 4\\\ .• _ ' v . I � �� 4 - — d • • W ,� \ / EXISTING TREE - TYP. 00 00 TREE PROTECTION 00 ' (14) COR SIB I (12)HYD QUE FENCING -TYP. ' i 00 0 `.•. d SOD . `� / (69) PER ATR Q / 100 (1s35) VI MAJ G to 00 NEXISTING PLANTINGS � � TO REMAIN IDto \N 2 2 /-� r �r MIM 00 ION almonwiiiiilm G i i _ / 3 / / O LE 1 8"=1'0" I MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, SuBe 200 Charlottesville, VA 22903 PHONE: (434)295-5824 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 ThIM Street N.E. Charlottesville, VA 22902 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SN;well avenue Drelestown. PA 18901 PHONE: (215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Roarl, Suite 105A, A6aMa. GA 30350 PHONE:(7I0) 650-9051 V,p,LTH 0 �? W. III W0.14 08/14/20 C) ARB/SITE PLAN SUBMISSION V O cu a� C)) m > o c J > 0 to m Q) W Lo CO V L LL 04 W z O I'^ v / The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inGutlinQ the Drawings and Specifications, and volt retain alrcommon law, statute antl other reservetl nghts, including copynpp�its. Submittal or tlls11ribution to meet official co�ula[ re it ments.or fqr other purpose in lne"COn vuU tt IS Pro ect Is not to be consisrued as publication in tleroga�ion of the Architect's or Architect's consultants' reserved rights. Dramir and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAWINGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS DATE M8120 CORE DRILL AND — SET W/HYDRAULIC CEMENT -SLOPE CAP TO DRAIN - TYP. 1/2" CAULKED EXP. JT. #4 x 12" LONG SMOOTH ROD SET IN GREASED SLEEVE @ 36" O/C - TYP. #4 REBAR @12" O/C EA. WAY - 3" CLR. 6" THK. CONCRETE STEPS - 3000 PSI @ 28 DAYS CONCRETE STAIRS 1" = 1'-01, NVIt: HANDRAIL AND GUARDRAIL TO BE STEEL COLOR: BLACK RAILING ELEVATION n INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 11- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TIC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP 1/3 OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL METAL HANDRAIL ILi a' a°.A. 3 X ROOTBALL DIAMETER CHEEK WALL BEYOND 1/2" CAULKED EXP. JT. 4" CONC. SLAB 8" DIA. CONIC. FOOTING - 3000 PSI @ 28 DAYS - TYP. COMPACTED SUBGRADE - 95% S.P.D. vv,.V_ u vV_ I WWII I , ,-.. v"Iv,i_I. , - SLOPE CAP TO DRAIN - TYP. DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS 3- 2" x 2" HARDWOOD STAKES RUBBER HOSE ROOT BALL GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A 12 GAUGE GALVANIZED WIRE SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL NEW 1/2" RUB IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR 12 GAUGE GALVAN WIRE BASKET FROM TOP Y3 OF BALL. IF ALLOW FOR SLIGHT N CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE 1" COMPOST LAYER MIN. 18" OUT FRI AND OUTSIDE OF BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE SET ROOTBALL FLUSH TO I GRANULAR FERTILIZER 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH 2-3" MULCH LAYER, MULCH TO EDGE PRUNE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER 1:1 SLOPE OP TAMP SOIL AROUND ROOTBALL PLAN BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL SCARIFY SIDES BEFORE DOES NOT SHIFT PLACE RO( UNEXCAVATED OR TAI PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE W 2 I ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. DocuSign Envelope ID: 655B0705-633D4510-9481-CC777B6FCEDA County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; 21 Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Marlines: M All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. W No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre-Construcdon Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Ec uioment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: W Such devices shall not adversely affect trees to be saved. 6. Fires: x❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within too feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: M When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 21 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. L^mo WIVId hY i q,q,� 4/30/2020 1 6:14 PM EDT OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAPTRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GRI 6 ACER GRISEUM PAPERBARK MAPLE 2.5" CAL. B&B ACE ARM 5 ACER RUBRUM 'ARMSTRONG' ARMSTRONG RED MAPLE 2.5" CAL. B&B G19G 1 G A N I T 2. C QUE PHE 8 QUERCUS PHELLOS WILLOW OAK 3.5" CAL. B&B ULM ALL 7 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B EVERGREEN TREES QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT THU SMA 110 1 THUJA OCCIDENTALIS-SMARAGD- EMERALD GREEN ARBORVITAE 8- HT. IB&B FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME ARB 4 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 8' HT. B&B CHI VIR 6 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 8' HT. B&B COR FLO 6 CORNUS FLORIDA EASTERN DOGWOOD 8' HT. B&B MAG SWE 3 MAGNOLIA VIRGINIANA SWEET BAY 8' HT. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING BUX GRN 75 BUXUS X'GREEN VELVET' GREEN VELVET BOXWOOD 24" HT./SPRD. CONTAINER 36" D.C. CHA LAT 16 CHASMANTHIUM LATIFOLIUM WOOD OATS 24" HT./SPRD. CONTAINER 36" D.C. CLE HUM 25 CLETHRA ALNIFOLIA'HUMMINGBIRD' HUMMINGBIRD SUMMERSWEET 24" HT./SPRD. CONTAINER 48" D.C. COR SIB 31 CORNUS ALBA'SIBIRICA' REDBARK DOGWOOD 24" HT./SPRD. CONTAINER 36" D.C. FOT GAR 16 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. CONTAINER 48" D.C. HYD ANA 6 HYDRANGEA MACROPHYLLA'ANNABELLE' LARGELEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" D.C. HYD QUE 16 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" D.C. ILE HOO 121 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 30" D.C. ILE INK 36 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER 36" D.C. ILE WIN 58 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 36" D.C. MYR BOB 122 1 MYRICA PENSYLVAN ICA-BOBZAM- BOBEE NORTHERN BAYBERRY 24" HT./SPRD. I CONTAINER 36" D.C. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR ELA 172 CAREX ELATA'BOWLES GOLDEN' BOWLES GOLDEN SEDGE 1 GAL. CONTAINER 18" D.C. ITE SPI 322 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY VIRGINIA SWEETSPIRE 1 GAL. CONTAINER 30" D.C. OSM CIN 179 OSMUNDA CINNAMOMEA CINNAMON FERN 1 GAL. CONTAINER 24" D.C. PEN HAM 42 PENNISETUM ALOPECUROIDES'HAMELN' HAMELN FOUNTAIN GRASS 1 GAL. CONTAINER 30" D.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR SED 370 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 12" D.C. ECH FUR 34 ECHINACEA PURPUREA CONEFLOWER 1 GAL. 18" D.C. FES GLA 495 FESTUCA GLAUCA BLUE FESCUE 1 GAL. 12" D.C. HYP CAL 180 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. 12" D.C. PAC TER 143 PACHYSANDRA TERMINALIS JAPANESE SPURGE 1 GAL. 18" D.C. PER ATR 139 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 1 GAL. 18" D.C. RUD HIR 137 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. 18" D.C. VIN MAJ 254 VINCA MAJOR PERIWINKLE 1 GAL. 18" O.C. LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS *per Albemarle County ARB Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED HYDRAULIC RD 243 LF 1 LG. DEC. TREE/35' WITH (243.35) = 6.9 7 LARGE TREES 7 LARGE DEC. TREES INTERSPERSED FLOWERING TREES 9 SMALL FLOWERING TREES LANDSCAPING ALONG INTERIOR STREETS *per Albemarle County ARB Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED INGLEWOOD DR 420 LF 1 LG. DEC. TREE/40' (420+40) = 10.5 11 LARGE TREES 9 LARGE DEC. TREES (4 EXISTING) 3 LARGE DEC. TREES BOND ST 259 LF 1 LG. DEC. TREE/40' (259-40) = 6.5 7 LARGE TREES 6 SMALL FLOWERING TREES DISTRICT AVE 423 LF 1 LG. DEC. TREE/40' (423-40) = 10.6 11 LARGE TREES 12 LARGE DEC. TREES (8 EXISTING) TREE COVER CALCULATIONS *per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.47 AC (GROSS SITE 10% COVER 2.47 AC x .1 = 0.247 AC 10,760 SF 11,500 SF AREA) = 10,759.3 SF NOTE: -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. T HEIGHT VARIES WITH PLANTS 12" MIN. PLAN VIEW: EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE GENERAL NOTES • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • 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 ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • 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. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS She Preston Avenue, Suae 200 Chaloaesville, VA 229o3 PHONE: (436)2935524 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 Third Street N.E. ChaloaesNlle, VA 229(12 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Sin iAvenue Doylestr Wn, PA 18901 PHONE:(215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Road, Suite 105A, AdaM . GA 30350 PHONE:(770) 651-9051 �p LTH Op �? ICI W. III 0. I4 08/14/20 C) ARB/SITE PLAN SUBMISSION TOM O cu J G m > N > J m � W Lo L (] U Lim Z O v / The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includi the Drawings and Sppecifications, and will retain alrcommon law, 5latuto and other reserved nghts, including copyriEts. Submittal or dis1frriibution to meet official re0ula[oN requi t�ls Pip °ect le not foptie�W^sirued cohnectidn_wah 2rpublication in deroga ion of the Architect's or Architect's consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAWINGS LANDSCAPE NOTES AND DETAILS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE y0el2o \ I \ W VV 3 WSW � I ea ® II II II II I b, I I y0 _ _ _ _ _ __ _ _ _ _ __ I I I I I I I I I3 I I I I I I I I / I I 2Q •e • e+ 7, .. �+ + + � + + m �+ +�r of ;+ ;r + t r°z +°' +°' +°' +°2 `+ �+ '+ + + + + Z II + m O+ a +oz O + + r°5 s s .. " + + + + + + + Q e+ e. + �. I N G L E W O O D D I ��/ �< m � — W W _ W +W - W - W W - wm W - — -+,e '21 + + +\ _TW = SAN SAN SANS 5 / I P-" 3 44 E X I S T I N G B U I L D I N G I I I D / I a II a I I I3 EXISTING BUILDING �I SCALE 1"=20' II I 0 2040' MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE: (434)295-5824 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 ThIr,IStreet N.E. Charlottesville, VA 229o2 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SN;well avenue Doylestown. PA 18901 PHONE: (215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Roarl, Suite 105A, AOaM . GA 30350 PHONE:(7I0) 650-9051 v1p,LTH Op �? W. III W0.14 08/14/20 U� ARB/SITE PLAN SUBMISSION TIME V O CU J E m > c J 0 > m Q) W Lo CV MENEM L LL O W Z O H The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inGutlinQ the Drawings and Sppecifications, and will retain alrcommon law, sfatutp antl Other reservetl ngMe including copyri?, ts. Submittal or dis1Frriibution to meet ogfficial re0ulec req ui t� S Pto oect le not fo b repirued collnectidn_t% as publication in tleroga�lon of the Architect's or Architect's consultants' reserved rights. D2winQs and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAVVINGS PHOTOMETRIC PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS DATE M8120 E2 RADEAN Bollard LED Site Luminaire Catalog I RADB LED P3 30K SYM MVOLT BTT Number BCC DDBXD TYPE -B Introduction The Radean LED Bollard is an award -winning, energy -saving, long -life solution designed to perform the way a bollard should. Specifications Cpsip,oryton The Radean LED Bollard's rugged construction, durable finish and long-lasting LEDs will provide 20. Diameter. (2- 8'u" years of maintenance -free service. H 96an eight: H=41.5"Standard elsaadea el-r,,,d ecc BTs,,,dea Monad go (105.41cm) Weight 20lbs (max): (9.07Kg) 8cm� • EXAMPLE: RADB LED P4 30K SYM MVOLT BTS BCCDNATXD DBLXD RADB LED 1 RADB LFD P7 27K 2700K ASY Asymmetric 2 MVOLT' Shipped installed Slim Top Tall Tap 120 P2 30K 3010K SYM Symmetric' PE Photcelectriccell, BTS Slim top, painted to match BTT Tall top painted to match P3 35K 3500K 2081 button types shafts shaft P4 40K 4000K 240' DMG 0-IOVdimming BTSDWHXD Slimtop,whites' BTTDBBBXD Tall top, black textured° PS' 50K 5000K driver controls) BTSDBLBXD Slim top, black textures' BTTDBLXD Talltopblacka 277 UWH Emergency battery backup,CerOfied BTSDBLXD Slim top, blacks' BTTDDBTXD Tall tap, dark bronze , 347 in CATtle20 BTTDDBTXD Slim top, dark bronze 1eX1°� 480 MAEDB51v texturedss BTTDDBXD Tall top, dark bronze' FAD Field adjustable BTTDDBXD Slim top, dark bronze sa BTTDNATXD Tall top, natural aluminum °m u1 BTSDNATXD Slim top, naNMl aluminum e textured' RR Motion sensor textured S1 BTTDNAXD Tall top, natural aluminum Bi-Ifiwl ' BT5DNMD Slim top, natural aluminum ° BTTDWHGXD Tall top, whitetextured° BTSDWHGXD Slim top, while textured ° BTTDWHXD Talltop,white' Dee Crown Flat Crown KC Deep crown, painted to match shaft ° B(F Flat crown, painted to match shah' BCCDWIFD Deeperown,white' KFDBLEDD Flatcrown, blacktextured' B((DBLXD Deep crown, black' B(FDBLXD Flataown,blacka K(DBLBXD Deep crown, blacktextured° B(FDDBDD Flataown, dark bronze textured' B((DDBTXD Deep crown, dark bronzetexlred° BCFDDBXD Flat crown, dark bronze' KCDDBXD Deep crown, dark bronze' B(FDNATXD Flatoovn, natural aluminum textured° BCCDNATXD Deep crown, natural aluminum textured ° KFDNAXD Flat crown, natural aluminum' BUDNAXD Deep crown, natural aluminum KFDWHGXD Flataown, white textured KCDWHGXD Deep Down, white textured ° KFDWHXD Flat crown, white Accessories pM,°d mH shipped virsuaMa RADBABU Anchor holts(4) Ill B(RT (FlNISH)U Base cover wRh bolt UPS RADBABCDOWU Replacement anchor bolt covers RKIMDBDAfB1FI&I Emergency test stylus bpedfyfinish)14) H240 24"overall height H300 30'mrallheight H36v 36"pwrallheight UAB Without anchor bolts mll Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDI Textured dark bronze DBLBXD Textured black DNATXD Textured natud aluminum DWHGXD Textured while NOTES 6 E7WH and PIR on available in full height. Not 9 1 PS only available in SYM distribution. available with H24 H30 or H36. , illuminated quadrants driven 2 ASY has one tcurrents 7 with Em H. to generate 8 ArcFIR hitectot ural tan custom colonsavailableilpple col the SY1rrentstogare output as the SYM-0-quadrats product output (additional lead (additional lis 3 FIR not available with 208V or 290V. Stomas, H24, 1mayappl36 9 42" Height is standaM. H24, H30 and H36 have 4 PE only available with ASY. longer leadtimes. 5 PE, PIR and FAO not available with BTS. '. L/TNON/A COMMERCIAL OUTDOOR One LRhonia Way • Conyenu Georgia 30012 • Phone: 1-B00.705-SERV V378) • www.lithoniaxom IJGNT/NG. 02012-2019 Acuty Brands Lighting, Inc All rights reserved. SITE LIGHTING CUT SHEET - TYPE B Options Only available with BTTtops 4ar'lI�I�J�# y�llll �:ix 1 PHnrnEIECTflICCELL eurTaI 'C3 Onlyavailable with ASY Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the mrlfigura8om shown, wahin the tolerances allowed by Ughting Fads. Actual performance may differ as a result of end -user environment and applicator. Actual wattage may differ by+/. B%when operating between 120-08W+/-10%. B B Light Engines Performance System Parkw Wattsllllll�©111�11�11111�11�111�11�11��111[��1111�11�11111�111�11I'�11�11�11�11�1111�11'�'11111�11� 2700K 3000K 3500K 4000K 5000K Lumens 8 U G LPW Lumens B U G LPW Lumens 6 U 6 LPW Lumens B U 6 LPW Lumens B U G LPIN IIIIIIIIIII�IIIIIII�IIII�III� II� II�IIII� IIIII� II� III I�IIII�l,�IIIIII� II�II�II� IIII� ®II�II�II� III®Illall�ll�llll IIIIIIIIIII�® 'lull®' ll�ll�ll�' lll�llll®'' ll�ll�l�' lllli'�®II�II�II�IIII�IIII�II�II�II�Illi��ll�ll�ll'�III� IIIIII�IIII�III�11�11111�11�111�11111■�■1�11�1111�11■�■1�11�11�1111�1�1�11�11��11111111�11� IIIIIIIIIII�®I�II�II�II�®IIIII'•�Il�lllal�llll�lllll�lllall��llll�®II�II�II�' III��II�II�II�III� - IIIIIIIIII�IIIIIII�IIII�II�' II�II�' III�I�II�' II�I�' ©Illll�l�' II�II�' IIIIIfr6I'�illlll�ll�' II�II�' Illi�l011�' II�II�' IIIIIIIIIII�®IIII�III� II� II�III� IIIII� I� III I�©� I�II�II� IIII� IIII�II�II�II� ©�Ill�ll�ll�m IIIIIIIIIII�IIIIIIII�®III II� II�III� IIII�II�III� I�IIIII�IIIIII� II�III�II� IIII� 1111�11�111111� Ill��lll�ll�ll�m. •Nob: Lumen output varies based on finish. Silver color shown, for black(man)or white (best) photometry, see specific photometric files downloadable from www.acuirybonds.com Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 251 ambased on 10,000 hours of LED testing (4eted pan IESNA LMAD-08 and projaded per IESNA TM-21-11). To alalate UF, use the lumen maintenance factor that corresponds to the cleared number of operating hours below. For other lumen mantiona a values, correct factory. r 25,000 stupors 75,000 10opeo Pi 0.94 0.89 0.85 ox P2 034 0.89 0.85 OAO P3 094 0.89 0.85 om P4 094 0.89 0.85 0.80 PS 094 0.89 0.85 0.80 Lumen Ambient Temperature (LAT) Multipliers Use these %boors to determine relative lumen output for average temperatures 6om 040-C (32-1047). - Warts @720V 1w1 Watts hv2771/v) :°120V (A) Current ru201 (Amp) @`2400 (A) (C-277V)(A) watts fie 347V) Maas, aROV) (unent(Anap) 347V)(A) (48011) Iflfli�0� I hlflflfl� h im I ts •• �� I h l h im ftill;��®f�ftilllt� ''•f���fflflt�ftilllt PISYM 5 6 0.0444 0.0301 on" 0A265 9 9 0.0447 0.0319 P2 SYM 9 10 0.0734 0.0461 OM21 0.0391 13 13 am 0.0363 P3 SYM 13 14 0.112 0.067 14598 1.0544 18 18 0.0602 0.0435 MSYM 18 19 F 535 0.0902 0.07% OA713 22 22 0.0691 0.0499 P5 SYM 31 31 0.2597 1 0.1527 0.1326 0.1149 35 1 36 0.1079 0.079 AL/TNON/A COMMERCIAL OUTDOOR One LRhonia Way • Conyers, Georgia 30012 • Phone: 1-B00.705-SERV V378) • www.lithonia.com IJGNT/NG. 02D12-2019 Aix y Bands Lighting, Inc All rights reserved. LUMINIS. OC950 SERIES OCULUS -LED TYPE - C 8" EXTERIOR RECESSED DOWNLIGHT TYPE: ANTITY: PROJECT: CATALOG NUMBER: FIXTURE SUFFIX REFLECTOR VOLTAGE FINISH OPTION OPTION OPTION Oculus light module is designed with _ a tilting mechanism allowing forward and back light adjustability. The::30e r directional module allows the light beam to be aimed in the desired direction, without disturbing the luminaire mounting. Standard fully - adjustable 360e rotation. MATERIALS Oculus is made of corrosion resistant 356 aluminum alloy with a copper (CU) content of less than 0.1%. The main housing is made of seamless extruded aluminum, with an integrally sealed LED light module designed for optimal heat dissipation, and lighting performance. Oculus is standard with a unique proprietary design allowing the sealed LED module to tilt within the housing. Oculus OC950 series is standard with 282 optic. See options section for alternate selection. ELECTRICAL DRIVER Standard driver is 0-10V dimming -ready (dims to 10%) with: 120-277 multi -volt compatibility (50-151 operating temperature range of-4011 to 5521 output over voltage protection, output over current protection and output short circuit protection with auto -recovery. LED Standard 4000K /80CRI. Optional 2700K, 3000K & 3500K. Optional Amber LED for turtle sensitive areas. Wavelengths: 584.5nm to 597nm. LIFE 60,000his L.B. (based on IESNA TM-21 Test Method and LM-80 data). Up to 135,000hrs L.B. (calculated projection from LM-80 data). FINISH Five -stage preparation process including preheating of cast aluminum parts for air extraction, and an environmentally friendly alloy sealant. Polyester powder matingis applied through an electrostatic process and oven cured for Ion PP 9 P 9 term finish. OC950 1- Driver housing with gasketed service F_ door. 2- Fixture secured with three locking tabs. 3- Fully sealed cast aluminum light assembly. l 4- Sealed cast aluminum lens frame. 5- Clear tempered glass lens. 6- Faceted specular aluminum reflector. 7- Light module. Optional regressed OC950-RG light module. 8- Trim secured by two wire springs inserted in slots in the mounting flange. O 9- Cast aluminum trim available in mutliple colors. All stainless steel hardware. Shown with regressed option (FG) MOUNTING Max weight: 17416s (79 kg) Remodeling type fixture designed to fit in a 0 9.5" (241mm) opening on a ceiling 0.5" 03mm) to 1.5" (38mm) thick. 3 locking tabs secure frame in the ceiling and trim snaps in place. Locking tabs can be retracted to remove the frame for maintenance. Requires 8" (203mm) clearance in ceiling. NOTE: Fixture is non -IC rated. For IC, please consult factory. CERTIFICATION Tested to UL1598 and CSA 22.2 #250. ETL listed wet location. Rated IP66 from below and above. 6. (173. Note: Requires 8" (203mm) clearance in ceiling 0.5" (12.7mm) 010 + 2625mm) 0 7P SS.6mm) 0t) ma o 4,68" > 019mm) yy N O LUMINIS Toll free: 866.586.4647 Fax: 514.683.8872 Email: info@luminis.com I @ 260 Labrosse, Pointe -Claire (CC) Canada H9R 515 Luminaires may be altered for design improvement or discontinued without prior notice. SITE LIGHTING CUT SHEET - TYPE C Q LUMINIS.COM OC950 L1 L40 R15 120V XX K3 LUMINAIRE SELECTION 0MODEL# 0 LED LIGHT SELECTION TRIM SUFFIX INPUT WATTS DELIVERED LUMENS CRI CCT•K LIL20 20W 2157 80 4000 uLLUM 40W 4092 80 4000 0 LIL60 61W 5878' 80 4000 AMBER LED IDA - Dark Sky Approved ❑ L1L4K2A 11W 440 AMBER LIGHT MODULE ❑ OC950 VERY NARROW DISTRIBUTION 0 LIL25NR 44W 2565 80 4000 OPTIONS (Rehr to Page 3 for details) LIGHT B OPTICS Alternate OCT all LED (LCF: Lumen conversion factor) ❑ K27 2700K OCT 80 CRI (LCF: 0.91) 5IDA - Dark Sky Approved ❑ K3 3000K CCT 80 CRI (LCF: 0.94) IDA - Dark Sky Approved ❑ K35 3500K OCT 80 CRI (LCF: 0.983) s NOTE: Other CCT & higher CRI available, please consult factory. ❑ FIG Regressed light module (light module color is BKT when RG is selected, trim color must still be chosen, not limited to BKT) 2 EMERGENCY ❑ REML2-SO 7W remote emergency battery backup for LED, 90 min. Remote mount Soft -12" (305mm) square enclosure with access covers 6 REFLECTORS ❑ RIS Narrow optics 122 tnot awwbbie on LTrUll ❑ R30 Flood optics 28° (standard) ❑ R40 Flood optics 382 ❑ R55 Wide flood optics 55° ❑ R9 Very narrow optics 9° Field angle 219 (56,363 candela) OC950 SERIES OCULUS - LED OVOLTAGE IGFINISH TRIM & LIGHT MODULE COLOR (select one) ❑ 11 STANDARD COLORS ❑ WHT Snow white Optional ❑ BKT Jet black ❑ 347V Cl BZT Bronze ❑ MST Matte silver ❑ GIRT Titanium gray ❑ DGT Gun metal ❑ CHT Champagne ❑ SET Steel gray ❑ BET English cream OPTIONAL COLORS ❑ CS Custom color ❑ RAL RAL# color NATATORIUM SUITED COLORS ❑ NWHT White ❑ N13KT Black ELECTRICAL ❑ FS Fuse ❑ DMX/RDM DMX/RDM control dim to dark (0%).4 ❑ RD Remote driver, Consult factory. ACCESSORIES ❑ CPS Concrete pour box ❑ HL Hall louver ❑ SL Solite lens (light loss factor [LLF]: 0.9) ❑ LSL Linear spread lens (Asymmetric lens distribution is achieved when light module is tilted) ❑ GL Trim glass for water ingress protection in ceiling NOTES 1- 4818 delivered lumens with GL option. 5466 delivered lumens with DMx/RDM option. 2- Cylindrical housing extended by 1" (25.4mm) for increased cutoff 3- The remote enclosure must be interior. 4- Default dimming curve: Logarithmic. Factory set to address one unless otherwise specified. Refer to DMX Reference Guide for more information (available on welesite). 5- K27 and K35 options not available with the R9 optics. LUMINIS® LUMINIS I Toll free: 866.586.4647 Fax: 514.683.8872 Email: info@luminis.com 260 Labrosse, Pointe -Claire (CC) Canada H9R 515 Luminaires may be altered for design improvement or discontinued without prior notice. Specification Sheet lumenfacade nano Specification Sheet lumenfacade nano Specification Sheet lumenfacade nano LOGIN LOGIN LOGIN WHITE AND STATIC COLORS WHITE AND STATIC COLORS WHITE AND STATIC COLORS Project Name Qty 9 . Finish 10 . Control (1) Type TYPE - D Catalog / Part Number 1 2 3 4 6 7 8 BK Black Sandtex® NO On/Off control BR7 Bronze Sancite� UCTL Universal control (compatible with 0-I OV, DAU "boa='IraaL ibg ,a ar-._ cL- ._ eaxc_o'- e-f� - _ . -.: :d'-:ham _n 31 SiverSand}ex� or DMX/RDM sysfemsl 9 10 11 12 .>r�4-.-J- 1, ans'�;_' _==e-=°=--II- T 2c : WIN $mOON1 white Ill age Sprdter Spot(ISSX) and WmenlD(LID) must ALow-VoltageConhol Box LCBX or Low -Voltage Ts., ° _ - - _ Irf`" _u CC Custom color and Finish specify RAL bar specified. stop _�_° -:-`e Color) (1) (2) (3) 11 . Options LOGIN 2W 48V 12 30K 1 OX30 CL UMPN BRZ ('4umenpuke oltersawitle selection RAL CLASSIC (K7l colors with texture and CRC arosiontesisfani coahng for hostileC high -gloss finish. Please consult factory for o lsf of available K7 colors, other RAL mixtures and BDVITOnmenl5 (1) Tap view Ir 1. Housing 2. Wattage glosses, or to match alfemare color chore. Final color matching results may vary. RI Charges for RAL Consult facto for details. factory 111 Use one when exposed to salts and hash chemicals. This option Is not required for spray m fF A ° - -' h ° ! a colon. a PPly r p q - III r v s h h e d, " -h 7-=0 a , y- P1 ux�v7°�I , IK ' ' ' �= LOGIN LumenfacadeT"' Nano 2W 2 W/N (1) pl Larger lead limes can be expected for custom RAL color tin'nhas. xpo normal outdoor exposure. I aI 2afy; _�P° I - _ hL I '- '(Hi 12 . CErtlflCafiOn ea a , ter'•_ - - r m � o 4W 4 W/N 1- UL UL compliant hl •-' 01 Not available for static red, green or blue color options. cE cEcompliant 3. Voltage 4. Length pr,hlPk�`a ",? .r,.a=::-FOpq ide views 48V 48 VDC 12 12 314 in (1 A Ibs) Photometric Summary Description 24 243/4 in (2.91bs) 4N,4W/h, Delivered Intensity The Lumenfacade Nano White and Static Colors is a high- 36 363/4 In(4.4 IDS) 4000K output (Im) (peak cd) efficiency linear LED luminaire that goes where no facade 48 48 3/4 in (6 lbs) - 8 x8° 15304"I 351 -)I. _ -,. lighting has gone before. Available in 12 in, 24 in, 36 in or 48 in 10'X10° 1,456 32,262. II sections, the Lumenfacade Nano is the right fit for general 5.Color and Color Temperature (1) 6.Optics 10`x30" 1,435 9,126 urban structures, historical buildings and those hardest to reach _` places. The Lumenfacade Nano packs all the bells and whistles 22K 2200K &1 80 x 80 70 x60" 1,427 4,867 of the larger members of the Lumenfacade family and can be 27K 2700K 1Ox10 100 x 100 10 x90" 1 ,424' 2,551 - configured with a wide number of options, including: optics for 30K 3000K 1px30 100 x 300 i- 30'xl0° 1,439 9 079 grazing, floodlighting or wall washing; a choice of outputs; 35K 3500K 1Ox60 100x600 67 30-x30° 1;767 4,079 various color temperatures or static colors; various mounting - 30`x60' 1,713. 2581 ... ', options,finishes, accessories and controls. The Lumenfacade 40K 4000K 1OX90 100x900 30'x90' 1,726 _11,865 1_ Nano is also available with a unique asymmetric distribution, RD Red (3 301 300 x 100 60'x10° 1,426 5,647 providing exceptional uniformity and brighfiess for walls and GR Green l�) 30x30 300 x300 60'x60" ,730 1 signage. BL Blue (2) 30x6O 300 x 600 60x90" 1,719 1,540 30x90 x - 90x90" 1,690 1,045 Features UI Consult factory for awilabirty of static Royal Blue, 650d( and 90+CRI. _ W (120 i 864 N/A Pl Static cobs made to 8-lOweeks. 60x10 60° 10° 60° x 10° Color and Color Temperature 2200K, 2700K. 3000K. 3500K. 4000K, Red, Green, Blue 60x60 600 x 600 W W 1524 7s393 _ ]1' i`�_`I - Yf,olo het Pt loniiame ti rea5vrevmgGv`•yhanc«i Optics 8° x 8°, 10° x 10°, 10° x 30° 10° x 60°, 10° x pooh 30° x 10°, 30° x 601 600 x 900 ;v%ICYf;NA,a0itt�4,}EO1ft` ''.' - - 300, 300 x 600, 300 x 900, 6D° x 100. 600 x 60°, 600 x 900, 900 x 900, 9OX90 900 x 90 Optics Wide 120°, Asymmetric Wallwash W Wide 1200 Options Corrosion -resistant coating for hostile environments W W Asymmetric Wallwash I� 1 kh Power Consumption 2 W/N,4 W/ft 7 . Lens 8. Mounting Options (1) Fvil ' Wantonly 5-year limited warranty CL Clear lens (I I SAMN Slim Adjustable Mounting Nano FIR Frosted lens (2) UMPN Fixed Mounting Nano k , J Lis 6, P@ItOrmOtlG@ HFR Half -frosted lens (3) UMASN Universal Adjustable Mounting Nano DeMered OWpW 8841m (2 W/f , 48 in fixture, 4DOOK, 30° x30°, UCTL), 1,7671m WAMN2 Adjustable Wall Mounting Nano 2 in (') Not available for Bhdh IOx10, W a Woptics. optics. T g� (4 W/ft, 48 in fixture, 4000K, 30°x 30°, UCTL) RI Not available for way optic. WAMN6 Adjustable Extended Arm Mounting Nano 6 in Delivered Intensity 20,676 cd at nadir (2 W/ft, 48 in fixture, 4000K, 8° x8°, UCTL), pl Available for B 8, ID Ili a saw op only. WAMN12 Adjustable Extended Arm Mounting Nano 41,352 col at nadir (4 W/f}, 48 in fixture, 4000K, 8° x 80, UCTL) 12 in WAMN18 Adjustable Extended Arm Mounting Nano Illuminance at Distance, Minimum 1 fc at 144 ft (2 W/N. 48 in fixture, 4000K, 80 x 80, UCTL), 18 in Minimum 1 fc at 203 N (4 W/N, 48 in fixture, 4000K, 80 x8°, UCTL) Iq One mounting bracket provided for 12 In fixtures. Two mouMing brackets provided far 24In, Cola Condslency 3 SDCM (2 SDCM for 80 x 80, 100 x 100, 1 O° x 30°, 100 x 600100 x 36 In and 48 In fbduress. 90°, 301 x 10160' x 101, W and W W optics) rtorfin Lon90CC l a1.877.937.3Ja 1514.937.30D F514.937.6289 lumenpu Longll Can a1.877.937.30031514.937.3003 F514.937.6289 Long lumenpulse l Can a 1.877.937.30031514.937.30IX F514.937.6289lumenpulse f noolumepulsecomwew. metpulnucom ww.bmenpukecm/pmdu/15 folucB nalumenPlsemwww:menpke.com ww.bmenpuYecm/pmdu/15 foluB nalumenPlsecmwvei.me p kecom ww.bmenpuYecm/pmdu/15 Lumanpuke Group Inc. reserves the right to make changes to fhk product at any time without prior notice and such modification shal be effective immediately 1 / 14 Lumenpuke Group Inc. reserves the right to make changes to fhk product at any time without prior notice and such modification shal be effective Immediately 13/ 14 Lumanpuke Group Inc. reserves the right to make changes to this product at any time without Prot notice and such modification shal be effective Immediately 14/ 14 2019.12.02 copyright 02019 Lumenpulse Group Inc. 2019.12.02 copyright 02019 Lumenpulse Group Inc. 2019.12.02 copyright 02019 Lumenpulse Group Inc. SA - R6 SA - R6 SA - R6 SITE LIGHTING CUT SHEET - TYPE D LUMINIS.COM 2 0 O O Q MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charottesville, VA 22903 PHONE: (434)295-5524 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 TMM Street N.E. Charlottesville, VA 22902 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Simpson Avenue Doylestown, PA 18901 PHONE:(215) 2308623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Road, Suite 1051 Atlanta, GA 30050 PHONE:(770) 650-9051 �pLTH Opp? W.H III 0.14 08/14/20 U� ARB/SITE PLAN SUBMISSION TOM O _CU a� \\ai v 0 > J W m N W Lo N L O W Z 0 The Architect and the Architect's Consultants are the authors and owners of their respective Instruments of Service indul the Drawings and Sppecifications, and will retain air common law, 19tutp and Other reserved rights, including copyn?, is. Submittal or dis1Frgibution to meet ogfficial tonne oil min tth s Pro eect Is not to pbe construed connection p as publication in derogallon of the Architect's or Achitect's consultants' reserved rights. D21wnQs and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAVVINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE A Y20 Luminaire Type: TYPE -E got h a m° E V 0e Catalog Number: Multiple Layers of Light fl® Oeup 6" Feature Set e • Batwing distribution with feathered edges Fixtures are damp location standard; wet loca- en provides even illumination on horizontal and tion option (WD, covered ceiling vertical surfaces • 20 standard colors in matte and gloss finish; - Bounding Rayna optical design custom Or RAL colors also available - 45' Cutoff to source and source image • Field configurable surface junction box conduit - Fully serviceable lensed LED light engine covers available - 70% lumen maintenance at 60,000 hours • ENERGY STAR s Certified product • 2.5 SDCM; 85 CRI typical, 90+ CRI optional Distribution very narrow . narrow 0.95:MH 0.5 SAH narrow �m9 S:M ®madiumwide wide 1.0 S:MH 1.25:MH Superior Performance Nominal 250 500 750 1000 1500 2000 2500 SOW 3500 4000 4500 S000 6000 8000 Lumens Delivered 297 519 776 994 1471 2006 2537 3077 3542 4027 4533 5256 6371 8247 Lumens Wattage 3.4 6.2 8.2 9.6 14.7 19.7 24.7 29.5 33.8 39.0 47.3 48.7 57.6 74.9 Lumens 87.4 83.7 94.6 103.5 100.1 101.8 102.7 104.3 104.8 103.3 95.8 107.9 110.6 110.1 per Watt Coordinated Apertures I Multiple Layers of Light 0 9 3 m z a s S 0 n --I N A General Illumination Layer I EVO a e e 4 111 Downright Open Lensed Cylinder Wallwash Wallwash High Center Beam Layer l lncito 41 b Downright Adjustable Lensed Cylinder Wallwash MRI Surgical Patient Suite Room )1 41L_ J 0 Dynamic Food Service Vandal Clan Room Shower EVO + Incito- Multiple Layers of Light Core Healthcare Special Applications EV06SC GOTHAM ARCHITECTURAL DOWNUGFMNG 1 1400 Lester Road Comers, GA 30012 1 P800-705SERY(7378) 1 gothamlighting.com page l of 1 02014-2019 Acuity Brands Lighting Inc. All Rights Reserved. Rev. 10/30/19 specifications subject to change without notice. SITE LIGHTING CUT SHEET - TYPE E CL315/CL325/CL345 SERIES LUMINIS. LumiSTIK - LED TYPE - G 3" WALL ANTITy: PROJECT: CATALOG NUMBER: �������� FIXTURE WATTAGE VOLTAGE FINISH OPTION OPTION OPTION OPTION 1 3 3 ........ 4 ............. 5 ADA Compliant 1- Optional uplight component with sealed optics. 2- Seamless extruded aluminum housing for electrical components (optional stainless steel). 3- White translucent high impact UV stabilized acrylic lens. 4- Cast aluminum mounting box. 5- Optional downlight component with sealed optics. All stainless steel hardware. MATERIALS DIMENSIONS LUmrSTIK wall is made of seamless extruded corrosion resistant 356 aluminum alloy with a copper (CU) content of less than 0.1%. LED is contained in a white translucent high impact UV stabilized acrylic sealed led p5) lens. The assembly is designed to provide a uniform illumination. ELECTRICAL DRIVER Standard driver is 0-10V dimming -ready (dims to 10%) with:120- 277 multi -volt compatibility (50-601-1z), operating temperatures of-30°C/-22eF to 60°C/1402F, output over voltage protection, CL325 output over current protection, output short circuit protection with auto -recovery. P°war LED Standard 4000K CCT/80 CRI. Optional 3000K & 3500K reed Removable modular LED platform. CL315 LIFE 4" 50,0001irs L85B50 (based on IESNA TM-21 Test Method and LM-80 data). (toz) Power FINISH Five -stage preparation process including preheating of cast aluminum parts for Feea air extraction, and an environmentally friendly alloy sealant. Polyester powder coating is applied through an electrostatic process and oven cured for long 46.8"24- 351 term finish. 0189) (610) (90: MOUNTING 34.8' 12" 23.5" Weight: CL315: 7.8lbs (3.5kg), CL325: 8.7lbs (4kg), CL345: IDA Has (4.7kg) (884) (305) (597) The mounting plate is designed to fit on a 2X4" (5lx102) rectangular electrical box using 3.156" (80) C/C mounting holes. Optional trimming plate for J octagonal jbox (option Ml CERTIFICATION Tested to UL1598 and CSA 22.2 #250. ETL listed wet location. Rated IP66. CE Certification on request. 'OAH increases whe See Note #3 on pg2 CL345 Power Feed 70.8' • 48" 59.5" (1798) (1219) (1511) LUMINIS I Toll free:866.586.4647 Fax:514.683.8872 Email: info@luminis.com LUMINIS.COM 260 Labrosse, Pointe -Claire (OC) Canada HER 515 Luminaires may be altered for design improvement or discontinued without prior notice. I 1 SITE LIGHTING CUT SHEET - TYPE G gotham, E V o" 0 A+Capable o tans indicated allbythis mlorbatkground. EV06SC 30/15 AR MD LD MVOLT WL DDBT z as z EXAMPLE: EVWSC 35/15 AR MWD LSS MVOLT E21 1BXCC OWING 0 F, F, i 6" Luminaire Type: Catalog Number: Series Color Temperature Lumens Reflector Color Distribution Reflector Finish Voltage EYOBSC EVO bin Surface 27/ 2700 K 02 250 lumens R Clear VND Very nanow '- MVOLT 120V- 277V Ceiling Round 0/ 3000 K 05 500 lumens PR Pewter (0.5 s/mh) LD Matte diffuse 120V Cylinder Open Downlight 35/ 3500K 07 750 lumens WTR Wheat ND Narrow 10. 277 277V LS Specular 40/ 4000 K 10 1000lumens GR Gold 3472 347V MO Medium (0.9 s/mh) 511V 5000 K WR' White painted 15 15001umens BR' Black omens MWO Medium wide 25 2500 lumens WRAMF' Whitefibi i- (1.0 Volt) 30 30001umens cmbial WD Wide (1.2 sl 35 3500lumens BZR' Dark Bronze coil) 40 4000 lumens painted 45 4500lumens 50 5000lumens 60 6000lumens 80 8000lumens Driver' Mounting Control Interface' Gz10 0-10V driver dims to 10% MIX Integral driver, Be- (blank) No controls GZ7 0-10V driver dims to l% cessed or Surface 1-box NUT NLTER' nLight°dimming pack. nLight® dimming pack for Q1fl eldoLED D l0V ECOddve. Linear dimming to 10%min. Q1 eldoLE00-lOY ECOdrive. Unear dimming to l%min. 1BXCC Integral driver, Surface J-box with futures on emergency circuit g y EZB eldolED O-lOV SOLOdrive. Logarithmic dimming to <1%. Conduit Covers NLTAIR2 nLighW AIR dimming pack. EOAB° eldol_ED SOLOdrive CALL Logarithmic dimming to<1%. NLTAIRER2' nLight® AIR dimming pack for 8XXBO D POWERdrive DMX with RDM (remote device management). Square Law dimming to <1%. fixtures on emergency circuit Itil Min: IOOOLM; Max: BOOOLM. ECOS25 Lutron® Hi-Lume® 2-wire forward -phase driver. 120V Only. Minimum dimming level 1%. Min: 1000LM; Max: 4000LM. ECODI Lutron® EcoSystemm digital Hi-Lume 1% soft -on, fade to black. Min:250LM; Max: IOOOLM. Options Architectural Colors - Powder Paint" SF Single fuse. Specify 120V or 277V. DWHAMF Gloss White with Anti -microbial finish FO-0-8-T1 Textured Dark Bronze 90CRI High CRI (90+) ODD Gloss Dark Bronze DBLB Matte Black NBO nLight Lumen Compensation OBL Gloss Black DOING Textured White HAD' HAO High Ambient Option ROT) DWH Gloss White DBNH Textured Bronze WL' Wet Location OMB Gloss Medium Bronze DNAT Textured Natural Aluminum DNA Gloss Natural Aluminum DSST Textured Sandstone OSS Gloss Sandstone DSPD Textured Dark Grey DGC Gloss Charcoal Grey DSPE Textured Green DTG Gloss Tennis Green DSPH Textured Light Red DBR Gloss Bright Red DSB Gloss Steel Blue ACCESSORIES -order as separate catalog numbers (shipped separately) CYUBOXADPT 4SG20CT- 4in Square J-box to 4in Octagonal J-box adaptor. Replace with Architectural Color or FIRM for primed ready for field painting ORDERING NOTES 1. Not Available with Finishes. 6. Field installed. Access required to location of remote mounted device. 2. Factory supplied step down transformer must be remote mounted. Access 7. For use with generator supply EM power. Will require an emergency hot feed and normal required to location of remote mounted device. hot feed. 3. Refer to Tech 240 for cenpatible dimmers. 8. Only available up to 2500 lumens. Not available with wet location or ECOS2. 4. Includes terminate resistor. 9. Not available with JBXCC. Max: 3000LM. 5. Not Available with Control Interfaces. 10. For details on RAL and Custom colors please see Architectural colors EV06SC GOTHAMARCHITECTURAL DOWNLIGHTING 1 1400Lester Road Comes, GA30012 1 P800-705SERV(7378) 1 gothamlighting.com I gotham° page 2of8 02014-2019 Acuity Brands Lighting Inc. All Rights Reserved. Rev.10/30/19 Specifications subject to change without notice. TYPICAL PHOTOMETRY SUMMARY CL315/CL325/CL345 SERIES LumiSTIK - LED ADA Compliant CL345 L224W20120V BZT K3 Please visit our web site www.luminis.com for complete I.E.S. formatted download data. LUMINAIRE SELECTION MODEL# LED LIGHT SELECTION (4000K/SOCRO SD00 K VOLTAGE' FINISH STANDARD COLORS SUFFIX ®PUT WATTS DELIVERED LUMENS 12OV ❑ WHT $OOW white CL311 I 0 LS6W70 low 830 0R Jet black ❑ BZT Bronze ❑ MS Matte silver ❑ GIFT Titanium gray ❑ DGT Gun metal ❑ CHT Champagne CL315 SUFFIX INPUT WATTS DELIVERED LUMENS (Refer to color chart) cL32s ❑ LT12WlO low 830 ❑ L112W20 20W 1640 ❑ I-Il 0 3OW 22SO OPTIONAL COLORS ❑ CS Custom color SUFFIX INPUT WATTS DELIVERED LUMENS ❑ RAL RAL# color CL345 0 L224W20 20W 1660 ❑ SS3 steel bodyless H _1 ❑ CL325 ❑ CL AS ELECTRICAL REFLECTORS S UP/DOWN LIGHT COMPONENT' roFS Fuse REML2-50 7W remote emergency battery backup for LED, 90 min. Remote mount 50ft -12" square enclosure with access cover MOUNTING ❑ Mill Trim panel for octagonal box ❑ SWK Adaptor box for surface 3/4" conduit feed LIGHT S OPTICS Altercate OCT •K LED (LCF: Lumen conversion factor) K3 3000K CCT 80 CRI (LCF: 0.94) 3500K CCT 80 CRI (LCF: 0.983) NOTE: Other CCT & higher CRI available. please consult fxtory. NOTES 1- If no voltage is specified, luminaires are factory prewired by default for 120V. For other voltages, please specify with catalog number, or consult factory. 2- The remote enclosue must be interior. When DL (downlight component) is selected, battery powers the DL module unless otherwise specified. 3- Must select downlight component and reflector (otherwise 26- reflector optics will be offered by default). Uplight and downlight CCT will match CCT selected for fixture. 4- UDL option increases OAH for the following models: CL325-L112W20/Lll2W30 (OAH-54.5"), CL345-L224W20/L224W40 (OAH-78.5") LUMINIS® LUMINIS I Toll free: 866.586.4647 Fax: 514.683.8872 Email: info@luminis.com 260 Labrosse, Pointe -Claire (OC) Canada HER 515 Luminaires may be altered for design improvement or discontinued without prior notice. LUMINIS.COM 12 WDGE1 LED Nu be Architectural Wall Sconce Notes r 'TVPe TYPE - F Hit the Tab key or mouse over the page to we all interactive elements. Introduction The WDGE LED family is designed to meet specifiees every wall -mounted lighting need in D2 a widely accepted shape that blends with any Specifications architecture. The clean rectilinear design comes Depth (D1): 5.5" in four sizes with lumen packages ranging from 1,200 to 25,01D0 lumens, providing true site -wide Depth (D2): 1.5" H solution. Height: 8" WDGE1 delivers u to 2,000 lumens with a soft p' Width: 9" non-pixelated light source, creating a visually Weight: 916s (without options) comfortable environment. The compact size of W ll WDGE1, with its integrated emergency battery backup option, makes it an ideal over -the -door wall -mounted lighting solution. a + WDGE1 LED 4W - - 1200 2,OD0 - - -- -- WDGE2LED low 18W Standalone/nLight 1,200 2,DDO 3,OD0 4,500 6,000 -- WDGE3Lm 15W 18W Standalone/ought 7500 81500 10A00 12AM -- WIDER LED - - Standalone /aught 12,000 16,000 18,000 20,000 22,000 25,001) WDGE1 LED P1 30K 80CRI VF MVOLT DDBXD • • ' EXAMPLE: WDGE1 LED P2 40K 80CRI VF Ml SRM PE DDBXD 1 WDGEI LED Pl 27K 2700K 80CRI VF Visual comfort forward throw MVOLT Shipped included P2 30X 3000K 90CRI VW Ysualcamfortwide 3472 SRM Surface mounting bracket 35K 3500K ICW Indirect Canopy/Ceiling W'asher bracket(dry/damp lorationsonly)a 40K 4000K Shipped separately 5OK' 5000K AWS 3/8inch Architectural wall spacer BBW Surface -mounted back box PBBW Premium surface -mounted back box (top left rightwnduh entry) E4WH1 Emergency battery backup, CEC compliant(4W, o°C min) PE4 Photocell, Button Type DS Dual switching (comes with 2 drivers and light engines; see page 3 for details) DMG 0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately) BCE Bottom conduit entry for premium back box(PBBW). Total of4 entry points. ACCes•orfer OMe�edarM Wnoad+e➢aratM)a WUGEAWS DDBKDD WKE 3/8rnch ArchitMuml Wall Spaw Opedryfinrsh) WDGEIPBBW DDBXD D WDGE1 Premiumsurhte-mouAWbaekbox(spedfyfinBh) WSBBWDDB)DD Surface-moueeebackbabliedfyfinish) DDBXD Darkbronze DDBrXD Tenureddarkbmnze DBLXD Black DBLBXD Textured black DNAXD Natural aluminum DNATXD Textured natural aluminum DWHXD White DWHGXD Textured while D55XD Sandstone DSMD Textured sandstone NOTES 1 SOK not available in 90CRI. 4 PEnotavailablewrth DS. 2 34n not available with 5 Not qualified for DLC. Not E4WH, DS or PE. available with E4WH. 3 E4WH not available with PE or D5. Lumen Output Wmen values are from photometric tests performed in accordance with IESNA LM-79-08. Debars considered to be representative of the configurations shown, Within the tolerances allowed by Lighting acts. Contact factory for performance data on any ron6gurations not shown here. Perfoimznce Parkue L System Watts 7K(2700K,80LRI) Dist Type Lumen= L W B U G 30K i3000K;80Gi1) Lumens LPW B UG'' 35K(3500N, 80 CRI) Lumens LPW B' U G' 40K(4000K, 80 CRI) Lumens LPV4 B' U'I G' 50K 15000K, 80 C1U Lumens UW 6' U G II�®Il�ll�ll�ll�ll�ll�llall+llll�®Ili�l�ll+®®II+Ilan+®®Ilia ' I� ' © I®l1-r'®I1--oo0��000� Il�' II�®Il�ll�l Il�' III�IIYrl�ll1ll-Il�' Imj--oo1ommoa10 III®111 'lll� III�IIWY®Il�lll' I®`-E'�oo70 'll� ®IIII�IIIIW�IlYrl�ll�ll�' ©m �000 � ®000�� 000�®000�®000 Electrical Load Performance Puke e 9 System hVatts 1N)'i 209V Urrent(A) 240V 277V 7347V Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen outputfor average ambient temperatures from 040•C (32-104•F). 0°C 32°F 1.03 10°C 50°F 1.02 20°C 68°F 1.01 25% 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 Lumen Multiplier for 90CRI Projected LED Lumen Maintenance Lumen Output in Emergency Mode (4000K, 80 CRI) VF 646 E4WH VW .7 Data references the extrapolated performance projections for the pladorms rated in a 25°C ambient, based on 10,IXI0 hours of LED reading (tested per IESNA LMEO-08 and projected per IESNATM-21-11). To calculate LLF, use the lumen maintenance factorthat corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours Illlll� aaa a ass is aai Lumen Maintenance Factor IIIII�III�III�III� '.L/TflON/A COMMERCIAL OUTDOOR One Uthonia Way ' Conyem, Georgia 30012 • Phone: 1-BOO-705-SERV (7378) - www.lithonia.com WDGE1 LED '. L/THON/A COMMERCIAL OUTDOOR One Uthonia Way ' Conyers, Georgia 30012 • Phone: 1-BOO-705-SERV (7378) - www.IHhonia.win WDGE1 LED L/GHT/NG 02019-2D2D Awity Brands Lighting, Inc. All rights reserved. Rev. 04/15/2D L/GHT/NG 02019-2020 Aoriry Brands Ughting, Inc. All rights reserved. Rev. 04/1520 SITE LIGHTING CUT SHEET - TYPE F STI134 LED Recessed Wall Luminaires 1 /6 I _ 10.04X1.97 10.630 0.39" Hire TYPE-H Description IP66, Class I. IKO7. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Silicone rubber gasket. Polycarbonate lens. Two cable entries. A pre -installation blockout is available and recommended for mounting in concrete walls. To be ordered separately. WE-EF UGHTING USA LLC 410-0 Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 724742 0030 I Fax +1 724 742 00351 info.usaGwe-ef com 1 www.we-ef.com 116-12-201917:33 SITE LIGHTING CUT SHEET - TYPE H STI134 LED Recessed Wall Luminaires 3/6 Choices Light Distributions STI134 615-7321 RAL8019 Nominal Nominal Colour Temperatures Lumen Wan 690 5 3000 K 720 ❑ 4000 K WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 72474200301 Fax+1 72474200351 iMo.usa®we-efcom 1 www.we-ef.Com 116-12-201917:33 Colours RAL9004 Black ■ ■ RAL9007 Grey Metallic ❑ RAL9016 White �IRAL8019 Dark Bronze MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE: (434)2935624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 Thlm S12a1 N.E. Charlottesville, VA 22902 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Sh¢well Avenue Doylestown, PA 18901 PHONE: (215)2308623 Phillips Graddick Engineering MEPENGINEERS Son Sugar MITI Road, Suite 105A, Atlanta, GA 30050 PHONEtO70) 650-9051 �p LTH Op �? W. III U 0.14 08/14/20 U� ARB/SITE PLAN SUBMISSION 0 V O CU J \\ai 0 / o -0 C: > J LO m � W N O CU N LL Z O The Architect and the Architect's Consultants are the authors and owners of their respective Instruments of Service including the Drawings and Sppecifications, and will retain alucommon law, slatuto and other reserved rights, including copyriplAS. Submittal or dis ribtion to meet fficial repula[pfy reallir mentapr lgrotherpurpose$ in c 101neclion with tthis Pro ect Is not to be conslmed 2rpublleation in deroga ion of the Architect's or Architect's consultants' reserved rights. Drawn and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE y08/20 FLB141 LED #4 Symmetric 675-5876 1 /8 TYPE -I WE-EF UGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 724742 0030I 1+1724742 00351 irdo.um@w"f.com I www.we-ef.com 124-04-202011:53 SITE LIGHTING CUT SHEET - TYPE I PLS420 LED TYPE-K Mai Surface Mounted Wall Luminaires 1 /6 I 10.43" I 2.76" [ I I I 8.8611 it 0.24" I I 9.15" 1OA311 Description IP66. Class I. IK08. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Safety glass lens. Silicone CCG® Control led Compression Gasket. Luminaire is factory -sealed and does not need to be opened during installation. Integral EC electronic converter. Advanced thermal management protects LEDs while optimising lumens output. CAD -optimised optics for superior illumination and glare control. Luminaire can be mounted for up or down lighting. WE-EF UGHTING USA LLC 410-D Keystone Drive I war andale PA 150861 U.S.A. I Tel +1724 74200301 Fax+17247420035Iinfo.usa44we-ef. cam I vilm -ef.00m 101-05-202023:09 SITE LIGHTING CUT SHEET - TYPE K FLB141 LED #4 Symmetric 1 FL1314144675-5876RAL8019 675-5876 2/8 Description Beam Type symmetric, wide beam [W] IP66, Class I. IK08. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Safety glass Light Source LED-6/18W / 1050 mA - 3000 K lens, hinged. Silicone CCG® Controlled Compression Gasket. Luminaire CRI 80 is factory -sealed and does not need to be opened during installation. Integral EC electronic converter. Advanced thermal management Gear Type electronic gear protects LEDs while optimising lumens output. CAD -optimised optics for superior illumination and glare control. OLCO One LED Concept. Knuckle permits 3500 horizontal and 180'vertical aiming of optics. Nominal Luminous Flux (Im) LED Lumens 3901m LEDs 6 Total Lumens 23401m Ti 85 pC Delivered Lumens Flux (Im) LED Lumens 305.21m Total Lumens 1831 In Ta 25 OC Rated Input Power 21 W WE-EF LIGHTING USA LLC 41D-D Keystone Drive I Warrendale PA 15086I U.S.A. I Tel +1 724742 003011 +1724742 00351 irdo.usa4Dwe-af.com I www.we-ef.com 124-04-202011:53 PLS420 LED NL— Surface Mounted Wall Luminaires 3/6 Choices I PLS420 620-7577 RAL8019 Light Distributions Nominal Lumen [S701 Type II Short 1476 2340 [A601 Type IV Very Short 2700 2993 ® [11651 Type IV Medium 3453 ® symmetric, medium beam [M] esymmetric, narrow beam IN] Nominal Colour Temperatures Colours Watt k1812 ❑ 3000 K ■ BAL9004 Black 26 ❑ 4000 K ■ RAL9007 Grey Metallic RAL9016 White ■ RAL8019 Dark Bronze Wri LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 724742003011 +1724742 00351 info.ma0we-ef.com I www.we-ef.com I01-05-202023:09 FLC240 LED TYPE-J Symmetrical Floodlights 1/25 n OLI i Description 1`66, Class I. IK07. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Silicone CCG® Controlled ,13.39. Compression Gasket. Safety glass lens. One cable gland. Second gland for through wiring on request. Integral EC electronic converter, thermally 2,m separated. CAD -optimised optics for superior illumination and glare control. OLCO One LED Concept. Factory installed LED circuit board. 0-10V dimming �aobb � ;� a rQ77, as standard. Maximum one internal optical accessory possible. 1.7T WE-EF UGHTING USA LLC 410-D Keystone Drive I war andale PA 150861 U.S.A. I Tel +1 724742003011 +172474200351 infausa®we-efcom I www.wre-ef.com I01-e5-202022:30 SITE LIGHTING CUT SHEET - TYPE J 1CIIII 1I1I1 V4-OUT-30-SB-BLK-25 Specifications Description The Inspire V4 Outdoor LED Tape Light merges a durable design with improved versatility. Utilizing an all -new water -tight pin connector system, a stronger silicone injected tube coating, 94+ CRI, and longer run lengths, the Inspire V4 Outdoor will provide an easy installation and outstanding color to your outdoor application. Colors Available 2700K Ultra Warm White 3000K Warm White Light Distribution 1200 Power Consumption 3.8 Watts/Foot LED Chip SMD 2835 Input Voltage 24V DC Dimming MLV, Incandescent, & 0-10V* Cut Length 4 Inches Mounting Rubber Outdoor Channel Max Run Length 25 Feet Reel Lengths 5 Feet, 15 Feet, & 25 Feet Coating Silicone Injected Tube Certifications r®ssor= Circuit Board Color Black Dimensions LXWXH [Reel Length] x 9/16" x 3/16" LEDs Per Foot 18 Operating Temp. -220F to 140OF (-30"C to 600C) Connector Inspire V4 Outdoor Water -Tight Pin Connector (1-Foot Leads on Each End) Environment Outdoor, WetIP67 Lamp Life 50,000 Hours Warranty 5 Year Limited 'See our Dimmer Compatibility Lists for a list of compatible dimmers. Lighting Data Ordering Information 2700K 3000K PART # REEL LENGTH COLOR TEMP. LUMENS/FT 99 133 EFFICACY (Im/W) 26 35 !KELVIN TOLERANCE 340K t40K MACADAM ELLIPSES 1.5 1.5 CRI(Ra) 94+ 94+ FIDELITY (IN) 86 88 GAMUT 11 93 95 W-OUT-27-SB-BLK-S 5 Feet O 2700K V4-OUT-27-SB-BLK-15 15 Feet O 2700K V4-OUT-27-SB-BLK-25 25 Feet U 2700K V4-OUT-30-SB-BLK-5 5 Feet O 3000K V4-OUT-30-SB-BLK-15 15 Feet o 3000K V4-OUT-30-S13-BLK-25 25 Feet o 3000K Each end of the Inspire V4 Outdoor includes a 1-foot, pre -wired lead to connect to the Hardwire Connector. www.LEDI.LIGHTING 1 832-717-2710 1 11744 Grant Rd. Cypress, Tx 77429 1 Version 01102018 SITE LIGHTING CUT SHEET - TYPE N FLC240 LED Symmetrical Floodlights 3/25 Choices FLC240 667-4320 RAL8019 Light Distributions Nominal Lumen symmetric, wide beam [W] W8 5512 symmetric, medium beam [M1 6180 ® 6515 symmetric, narrow beam [N] 7440 ® 7517 symmetric, very narrow beam [VN] 7920 8880 9360 symmetric, very narrow beam, 'sharp cut-off' [VNS] 9516 10130 ® linear spread, very narrow beam [VN] 10358 10800 ® linear spread, very narrow beam, 'sharp cut-off' 11358 11971 walWash 13813 b Nominal Colour Temperatures Colours Watt 48 2700 K ■ BAL9004 Black 72 104 3000 K ■ RAL9007 Grey Metallic ® 4000 K ❑ RAL9016 White ■ BAL8019 Dark Bronze WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 724742003011 +172474200351 infausa®we-efcom I www.we-ef.com I01-05-202022:30 Connectors & Extensions Hardwire Connector Connects a run of the Inspire V4 Outdoor to a hardwire driver. Available in a 25- footlength. Part #: V4-0UT-00N-HW-25-BLK Extensions Connects two runs of the Inspire V4 Outdoor together. Available in a 3-foot length. 2-inch female to female extensions are also available. Part # (3-foot) : V4-0UT-EXT-3FT-BLK Part # (F to F) : V4-OUT-EXT-FF-BLK Strip Channel Outdoor Rubber Strip Channel Required for mounting the Inspire V4 Outdoor LED Tape Light to a surface. sP Available in a 5-foot length. Part #: STRIPCHANSFT-OUTDOOR-10MM Low Voltage Wire Low Voltage Wire Available in 12AWG, 14AWG, 16AWG, and 18AWG. CL3P and Inspection -Ready. Sold by the foot. Part # (12AVII WR-12AVVII Part # (14AWG): WR-14AWG-2C Part # (16AVVil WR-16AWG-2C Part # (18AWG): WR-18AWG-2C 1 I www.LEDI.LIGHTING 1 832-717-2710 1 11744 Grant Rd. Cypress, Tx 77429 1 Version 01102018 4 MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Sune 200 Chadofteavllle. VA 22903 PHONE: (436)295-551 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 mind Street N.E. ChadofteaMle, VA 22902 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Showell Avenue Doyleat w .PA 18901 PHONE: (215) 2304623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Road, Suite 105A, Atlanta. GA 30350 PHONE:(770) 650-9061 v1p,LTH Op /? W. III W0.14 08/14/20 U� Ill ARB/SITE PLAN SUBMISSION 0 V O cu m > Q -0 N c J 0 > m to W Lo O LL CIO L O W Z O v♦ The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service inclul the Drawings and Sppecifications, and will retain alrcommon law, 5latuto and other reserved rights, including copyriEpts. Submittal or dls ribution to meet official to re it ments.or V other purpose in cre o�lnec I in w�t�i tt is Pro act Is not to be consisrued as publloetion in tlerogallon of the Architect's or Architect's consultants' reserved rights. Iantl Specifications are 02019 by Mitchell Architects & Planners. DO NOT SCALE DRAVANGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE 108120 Specification Sheet Project Name Type L= Catalog / Part Number Photometric Summary, Based on 48 in fixture 0] acr Dsirsrd I Guw pml i Prarr�re�r PI17 220DKP1 526 1 19 28 27WKPI 748 19 139 3000KPI 765 19 40 35WKR 799 19 42 4000KPI 850 ! 19 1 45 Photometric: perkxmarare is measured in compliance with IF5NA IM7908. III Use 0.25 and iplier For each 12in [305mml sedioe m Essmaed. Occult websse for rue lassi phobmehic files. Average Luminance, Based on 48 in fixture (1). 4000K SIB (W/saf I (cli/mi tolij 45- 5765 4929 4953 55- 5439 4671 A835 65- 4859 4483 4805 75° 3762 4430 4940 85- 1293 4759 5335 lumencove Lumencove, XT Direct View IXTD WHITE AND STATIC COLORS — QN 14J' 26136 3q' 50j ' Top view 1-Minimum 3 '�, B end to end spacing 9- II II II n 216 F---F4�(2i-an12-configuration) 1�16'�I M"imumcove Input Cable widh:37 (no jumper cable needed) Front and side views The Lumencove, XT Direct View is a system of direct view linear LED luminaires for media fa9ades and delineation of largeacale structures such as bridges and rowers. IP66-rated for sustained outdoor use, Lumencove XT Direct View luminaires can be arranged in patterns or in long continuous lines of light. A domed acrylic diffuser lens produces perfectly uniform and saturated light that can be controlled with up to 12 in resolution for dynamic shows and monochrome video effects. The luminaire is available in 12 in, 24 in, 36 in and 48 in sections, with a choice of color temperatures, controls, finishes and mounting options. Features Color and Color Temperature 2200K, 2700K, 3000K, 3500K, 4000K, Red, Green, Blue Length (nominal) --- 12 in, 24 in, 36 in, 48 in Optics Direct view Options Corrosiowesistant coating For hostile environments, 3G ANSI C 136.31 Vibration Rating for bridge applications, CE (certification coven European Economic Area), Clear end caps Power Consumption 5 W/fi Phokmedric pekmnrome is measured in compliance with IESNA Warranty 5-year limited warranty L147908. Ill use 0.25 mullipta for eadh 12in [305mml sedwc Performance Optic Maximum Delivered Output 8501m (4000K, 48 in fixture) Color Consistency 2 SDCMP-9 Color Rendering — — -- Minimum CRI 80 Direct vim Lumen Mointenance L70 126,000 him (To 25 oC and To 40'C), L95 19,000 him (TO 25 aC and To 40 aC) Specification Sheet lumencove Lumencove XT Direct View LXTD WHITE AND STATIC COLORS /rs �\ 1 f 2200K 2700K • • Red Green Controls ON/OFF r7Dh4xrdm Rating � �\ / / 1 JI 1\ ._ 3000K 3500K 4000K • Blue 0-10V DALI a a°�'lumen Housing Material Lens Material Hardware Material End Cap Material Gasket Material Surface Finish Weight Electrical and control Low copper content extruded aluminum Tempered glass lens combined with extruded acrylic UV and impact resistant opal diffuser Stainless steel Aluminum, Acrylic (CEC option only) Silicone Electrostatically applied polyester powder coat 12 in : 3.7 Ibs, 24 in : 5.6 Ibs, 36 in : 8.8 Ibs, 48 in : 10.8 Ibs IP66 Fixture Cable Power and data in one cable, Enddoend standard configuration: 16 in input cable (no jumper cable needed) Certifications Leader Cable Conductor 5C #16-5 c uL us CE '^ "ore' Fixture Cable and Connector Color Black or white cable (black connector) �. Maximum Coble and Fixture Run Length Up to 350 it (On/Off, DALI, DMX/RDM, Lumentalk, 277V, RO Version) Control On/Off control, Lumentalk, 0-1 OV dimming, DALI dimming, Lutrorl® EcoSystem(D Enabled dimming, DMX/RDM enabled Resolution (DMX/RDM) Per foot or per fixture (configured with LumenlD V3 software), 8-bit or 16-bit Environmental Storage Temperature .40 IF to 122 IF (device must reach startup temperature value before operating) Start-up Temperature .13 IF to 122 °F Operating Temperature -13 °F to 122 'F Environment Dry / damp / wet location Ingress Protection Rating IP66 Accessories (order separately) Cables Leader Cable, Jumper Cable Control Boxes DMX/RDM enabled (daisy chain or star configuration), Ethernet enabled (daisy chain or star configuration), Lumentalk Data Bridge Control Systems LumentoneTM 2, Pharos® kit Diagnostic and Addressing Tools LumenlD, LUmentalklD 1220 ModeViclorin Blvd., Longueuil, QC ]4G 21-19 CA T Untied Stator 617.307.5700 1 Canada 1.877.937.3003 1514.937.3003 F 514.937.6289 1220 MorwItictarin Blvd., Longueuil, OC MG 2H9 CA T United Shares 617.30L5700 1 Canada 1.877.937.3003 1514.937.3003 F514.937.6289 lumenpulse inloalumanpulw.com www.Iumerpube.aam www.lurrwpulse.mm/produce/1826/luawa►sa msdirerP issdm8 I IV11 Ip111,1111se inkoumenpulsecom www.lunenpd e.mm cow Ark pL4n.ram/produm/1826/lunrrmw-adiredNewdra8 lumenpulse Group Inc. reserves the right to make changes to this product in any time without prior notice and such modification shall be elective immediately 2019.08.05 copyright 2019 Lumenpulse Group Inc. FM-RI0 SITE LIGHTING CUT SHEET - TYPE M Lwrenpalse Group Inc. reserves the right ra make changes ra this product at any time without prior notice and such modilicdton shall be einct'ive immediately 2019.08.05 copyright a 2019 lumenpulse Group Inc. EM-R70 Date: Customer: S@DUDiscera 4 LED X Project: A Type: TYPE -XB DSG4L _ MATCH EXISTING FIXTURES ADJACENT Qty: TO SITE (4o0mm Discera 4 LED Order Code: Pole Order Code: - - - Series Height Finish Options Series DSC41. Discera 4 LED Optics R1 R2 R3 IRS Type Type 11 Type III Type Distribution Distribution Distribution Distribution Mounting S1 S2 L1 L2 LW SW Single Short Double Short Single Long Double Long Arm Long Arm Wall Short Arm Arm Mount Arm (180c) Arm Mount Mount (1809) Mount Wall Mount Light Engine LG4500 LG4700 LG4105 500n,A/51W 700mA/65W 1050mA/10OW CCT 30, 35 40 50 1IM Approved 3000K 3500K 4000K 5000K Power Cord 12 15 18 20 25 XX2 Wd length ararm and height of pole to Length 12' 15, 18, 20' 25' xv determine power card length. Finish WH BL BK BZ SV SIR White Semi -Matte Black Bronze Silver Specify Premium Color Black Voltage 120e 208' 240' 277 120V 208V 240V 277V �SpecByfar HLaptlon Options Diets HLXXsa' PC Dimming Hi -Lc, Photocell 1MJ,24e%&VNont, (0-10V) Switching 4Giis LG4105 Light Engine only. M sHL or DM only. Canna be combined Motion Sensor / Optional Photocell (Meets The M Rsquirememsl e page 3 for Order Cade Nf�TL UNION =DE wPnww 3.0G .rouon ,viri 1 Ve- Specifications 4ye (105mm Specification Sheet LXTD 120 48 30K UMP BRZ lumencove Lumencove, XT Direct View IXTD WHITE AND STATIC COLORS 2 3 4 5 6 7 8 1 . Housing 2 . Voltage Fmml Lumencove® XT Direct View, 5 W/h 120] 120 volts 208 208 volts 220 220 volts 240 240 volts 277 277 volts 3 . Length 4 . Color and Color Temperature (1) 12 14 1/8 in (3.7lbs) 01 22K 2200K 24 26 3/16 in (5.6 Ibs) 27K 2700K 36 38 1/4 in (8.8lbs) ® 3000K ® 505/16 in (10.8lbs) 3SK 3500K III To cornea 12 in Fluty. III is, the Lumentalk system, DIM or DMX/RDM must be specified me the 40K 4000K contal option, and a Lumentalk Data Bridge ILDB) is required. See the typical wiring diagrams to the RD Red (2) specification sheet for details. GR Green 121 BL Blue pl 01 Consult foray far availability of static Royal Blue, 6500K and 90t CRI. r4 Static colors made in order 8-10 weeks. 5. Mounting Options 6 . Rnish ® Fixed Mounting (1) BK Black Sandtex@ LIMAS Universal Adjustable Mounting (1) BRZ Bronze Sandtex® WAM2 Adjustable Wall Mounting 2 in SI Silver Sandtai WAM6 Adjustable Extended Arm Mounting 6 in WH Smooth white WAM12 Adjustable Extended Arm Mounting 12 in CC Custom color and finish (please specify RAL color) (1) III Suitable touse when 3GV option is specified. 01 Lunenpulsa ones a wide selection of RAI CLASSIC for) talon with a smooth t 1ure and highgbas finish. Pleme consult f dary kr a list of available K7 colon, a$. RAI twdures and glosses, or to match allemore color chum. Final color matching results may wry. 1220 Blvd., �uL���H9C �l� u617.307.5700� nod i93314.937.30D3 FS1b.937.6289lumenpulse" Inlo@lumnpulw.comlumep6/�..d,.h 1 lumenpuls s Group Inc. reserves the right to make changes to this product in any time without prior notice and such modification shall be efec8,e immediately 10 / 11 2019.08.05 copyright a 2019 Lumenpulse Group Inc. FM-RI0 seLux Discera 4 LED seLVAx Motion Sensor Features 67 The Selux outdoor rated sensor incorporates Passive Infrared (PIR) technology for motion sensing and also includes a built-in photocell. Designed to mount directly through a'A" KO in a single gang faceplate on pole/column, the SBO utilizes 100% Digital Passive Infrared (PIR) technology that is tuned for walking size while preventing false tripping from the environment. Fixture Housing - Made from high pressure die Glass Lens - Tempered and screened glass lens 5 Year Limited LED Luminaire Warranty - cost, low copper aluminum alloy. protects and helps seal optical chamber. Selux offers a 5 Year Limited Warranty to the original purchaser that the Selux LED luminaire Gasksting - Continuous molded silicone gasket Tool -Less Latch - Tactless steel latch for easy shall be free from defects in material and provides weatherproofing, dust and Insect access to light engine. workmanship for up to five (5) years from control at all luminaire connections. date of shipment. This limited warranty covers Access Door - Lower casting features tempered the fixture, LED driver and LED light engine Fitter - Cast fitter for direct connection to glass lens and a stainless steel hinge that when installed and operated according to standard short and long arms. attaches to upper casting on mounting arm Selux instructions. Fixture suitable for ambient side. Other side is secured with toolless latch for temperatures of 400C (1040F). For details and LED Array - LEDs mounted to PC boards and ease of maintenance. exclusions, see "Selux Terms and Condition of directly attached to aluminum heat sink for Sale." maximum LED performance and life. CCT Surge Protection - Designed to protect tolerance 1A step binning for 3000K, 3500K, luminaire from electrical surge (up to 10kA). Listings and Ratings: Luminaire and LEDs tested 4000K (80 CRI) and ANSI standard for 5000K to IP66, IK10, and IESNA LM-79-08 standards. (72 CRI). Complete light engine can be easily Heat Sink Fins - Fins add significant surface LEDs tested to LM-80 standards. LEDs tested at removed for future upgrade. LED light engine area for maximized thermal cooling. 254C ambient temperature. provides a reported lumen maintenance of 91% at 60,000 hours. L70 calculated greater than Mounting Arm - Welded steel with Visit selux.us for our LED End of Life 100,000 hours. powder coat finish. recycling policy. LED Optics - High precision injection molded Exterior Luminaires Finish - lenses consisting of Total Internal Reflection Selux utilizes a high quality Polyester Powder (TIR) collimator and one of 3 precision light Coating. All Selux luminaires and poles are shaping lenses. Lenses produce a Type I, II, III, or finished in our Tiger Drylac certified facility and V distribution. IDA-Approved'"' Dark Sky Friendly undergo a five stage intensive pretreatment at 3000K OCT only. process where product is thoroughly cleaned, phosphated and sealed. Selux powder coated LED Driver - LEDs are driven by ROHS compliant products provide excellent salt and humidity high -efficiency driver. Minimum starting resistance as well as ultra violet resistance temperature is -350C (-310F). for color retention. All products are tested in accordance with test specifications for coatings Surge protection - Surge protection device from ASTM and PCI. safeguards electrical components from indirect lighting strikes and surges up to (20kA Standard exterior colors are White (WH), Black standard). ROHS compliant. (BK), Semi -Matte Black (BL), Bronze (BZ), and Silver (SV). Selux premium colors (SP) are Pole Adapter - Made from high pressure die available, please specify from your Selux color cast, low copper aluminum alloy. To fit 0 3" selection guide. Hot Dip Galvanized finish (GV) Tenon. on all steel parts also available. Series Optics Hand Hole program Color Photocell voltage Orientation Feature Ms 1 270"coverage- 00 DO(OV=O%) VVH White Y Yes UINV Single Sensor Motion Sensor 09 D1 (1V=10'X') BK Black 347 N No 18 D3 (3V=30%) 480 BZ Bronze 27 D5 (5V=50%) NOTE: Motion sensor comes programmed at 30%dimmed level with a 5 minute delay as default. All programming required after shipping by others. 12- Nominal Pole Height General Pole Drawing For /Example Only y Sensor angular orientation from hand hole 0" 90' Increments clockwise md�le 1T1T TYPE09(9n HANDHOLE LOCATION TYPE 00(01 TOPV EIN TYPE10080) Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 1 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 2 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 3 of 11 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not (Rev. 022020) In a continuing effort to offer the best product possible, wet reserve the right to change, without notice, specifications or materials that In our opinion will not (Rev. 022D20) In a continuing effort to offer the best product possible, wet reserve the right to change, without notice, specifications or materials that In our opinion will not (Rev. 022D20) alter the function of the product Specification sheets found at wwwselux.m are the most mosentversions and superceds all other printed or electronicversions DSC4LS3_13.0 alter thefunction ofthe product Specification sheets found at www.selux.us arethe most recentversions and supercede all other primed or electronic versions. DSC4LSS_v3.0 alter thefunction ofthe product. Specification sheets found at wwwselux.us arethe most recentwrsions and supercede all other primed or electronicvereions. DSC4LSS_v3.0 SITE LIGHTING CUT SHEET - TYPE XB MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS e08 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE: (434)295-5824 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 T Intl Street N.E. Charlottesville, VA 22902 PHONE: 434) 2lo 5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Steven Avenue Doylestown, PA 18801 PHONE: (215) 23aee23 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Road, Suite 105A, ABa ta. GA 30b50 PHONE:O70) 650-9081 �p LTH Op /? W. III (i. f 4 08/14/20 C) PE ARB/SITE PLAN SUBMISSION V O cu C , J W Lo CV L LL C:) W Z O v / The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Sppecifications, and will retain alrcommon law, 5latuto and other reserved rights, including copyriEpts. Submittal or distribution to meet official ula[ re a mentspr rye other purpose in conwim tuns Pro ect Is not to be conssisrued as publication in derogalIon of the Architect's or Achitect's consultants' reserved rights. DrdvrinQs and Specifications are 02019 by Mitchell Matthew Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE M8120 Discera 4 LED Motion Sensor Features 100% Digital PIR Detection, excellent RE Immunity • 270" coverage pattern • Up to 30ft mounting IP66 Rated for outdoor applications • Built-in 1kV surge protection • No minimum load requirements • Made for LED light source • Interchangeable hot and load wires - impossible to wire backwards • Adjustable time delays, max/min dim levels and ramp rates • Programming button accessible without opening sensor or removing gaskets • No field calibration or sensitivity adjustments required • Non-volatile setting memory • Convenient test mode • Suitable for Title 24 applications Motion Sensor Wiring Diagram WEATHERPROOFWIRECONNECTOR 600V 18-8GA (SUPPLIED) General Pole Drawing For Example Only y WITH 2 ZIP TIES (NOT SU PPLIED) Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, wwwumlux.us In a continuingeffort to offer the best product osslble we reserve the rl ht to change, without notice,s eciacatluns or materials that in ouropinion will not P P 9 9P alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and su ercede all other rimed or electronic versions. P P P P Discera 4 LED Wiring Diagrams Standard Wiring for UW Standard wiring for 120-277Vwith no additional options. SURGE Pa01ECNR u d a � x y 0-1 OV Dimming Option (DM) Wiringg for UNV 100%light output at 10V, down to 1%light output at OV. Hi-Lo Switching Option (HLX)n Wiring 120/24pR7N.When red is energized, light output will be at "Lo'OeWL UGHF EEIINE Standard Wiring for 347/480V Standard wiling for 347/480Vwith no additional options. SURGE AUrO PROTECTOR TRANSFORMER 0-1 OV Dimming Option (pM) Wirinq for 3471480V 100%light output at 10 . down to 1%light output at OV. SURGE AUTO PAOTECtt1A TRANSFORMER N 1® con selux Page 4 of 11 Rev. 02/1020 DSC4LS5_0.0 selux LIGDil TINE Discera 4 LED Mounting SW short Arm Wall S1 Single Short Arm $2 Double short Arm EPA a 0.65ft' (0.13mi EPA = 0.65ft2 (0.13n?) EPA zz 1.2ft2 (0.11m� Weight=231bs. (10kg) Weight a 23 Has. (10kg) Weight =46lbs. (21kg) .�26Ii ^ Imo. 2^ 321mm 1661mm) 1661mm) Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, www.ulux.us In a continuing effort to offer the bait product posslble, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other primed or electronic versions. Discera 4 LED Optional Accessories BC3 Optional Bose Cover (AT535) Die cost aluminum, two-piece field installable base cover. S9d �wmmL Ill Optional Bose Cover (AT65s7AT64) Die cast aluminum, two-piece field installable base cover. I]Oemm I 20'T.'� (51Bmml, Optional Base Cover AT7 Die cast aluminum, two-piece field installable base cover. I 13 /r.^i�� 91ree 'I� GFCI Receptacle (REC) - 120V 15A GFCI duplex receptacle with weather-proof, self -closing, non -lockable cover; located 36" (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. For use with 120V applications only. For use with luminaires with other thn 120V rating, LIGHTENGINE please consult factory for wire segregation. PhotocellW'iring Available for all configurations except Short Arm Wall Mount (51 Single Pole Adapter (SA) L7 N WHITE GREEN OO FROM LINE CORD RED POSSIBLE 4TH AND STH ORANGE CABLE Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, www.selux.us In a continuingeffort to offer the best product osslble we reserve the rl ht to change, without notice,s ecWcotlons or materials that in ouropinion wlllnat P P 9 9P alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and su ercede all other rimed or electronic versions. P P P P SITE LIGHTING CUT SHEET - TYPE XB TO FIXTURE HEAD oR D 14mm) O O selux Page 5 of 11 Rev. 02/1020 DSC4LS5_v3.0 selux PC (Photocell) Option Detail Note: Photocell is available for all pole and arm mourning configurations except Direct Mount USB & Duplex Receptacle (REC3) (not shown) - 120V 15A duplex recep- tacle with USB combination ports. (1) type A and (1) type C high power 5 Amp, 5 Volt USB outlets. With weather-proof, self -closing cover; located 36" (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. GFCI Receptacle (REC2) - 120V 15A GFCI duplex receptacle with weather-proof, self -closing, padlockable in -use cover, located 36" (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. For use with 120V applications only. For use with luminaires with other than 120V rating, please consult factory for wire segregation. USB A Duplex Receptacle (REC4) (not showni 120V 15A duplex receptacle with USB combination ports. (1) type A and (1) type C high power 5 Amp, 5 Volt USB outlets. With weather-proof, self -closing padlockable in -use cover; located 36" (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. Page 8 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, www.ulux.us Rev. 02rzozo ( ) continuingnotice, specifications thatInouropinion wlllnat Inarthefucen of the offence ben product osslble we res a P P 9 9 httare DSC4LS5_v3.0 th alter the function of the product Specification sheets found at wwwselux.us are the most recent versions and supercede all other primed or electronic versions. www.selux.us meet ndsudealt other Discera 4 LED Mounting LW Long Wall Mount Ill .75ft2 (0.13ni Weight =23 Iles. 00kg) L7 Single Long Arm EPA z: T7ft' (0.16m� Weight a 52 lbs. (23.6kg) L2 Double Long Arm EPA a 2.5f0 (0.23rai Weight a 69.7 lbs. (31.71ag) S!^ 1946mm1 76" (1932mm) '�I Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, www.selux.us In a continuing effort to offer the best product posslble, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter thefunction of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other primed or electronic versions. Discera 4 LED Photometry R1 Optics / 103W / 5000K CCT Catalog #: DSC4L-XX-LG4105-R1-50-120 Report #: LM-63-1995 Delivered Lumens: 8918 Input Watts: 102.SW Efficacy: 87 CCT: 5000K CRI (Ra): 72 Maximum candela of 7222 at 55- from vertical. IES classification: Type I BUG Rating:B2-UO-Gi Power Factor: 0.992 Total Harmonic Distortion: 6.82% a.. wrn,•.wa, .,-w.«®in.,.roro,"..�aa.. cos. mr �vmw„�,.m .._.-.a. .....s•e, R2 Optics / 102W LED / 5000K CCT Catalog #: DSC4L-XX-LG4105-R2-50-120 Report #: LM-63-1995 Delivered Lumens: 8779 Input Watts: 102W Efficacy: 86 CCT: 5000K CRI (Ra): 72 Maximum candela of 5549.5 at 60" from vertical. IFS classification: Type II Mounting Height: 1& (4.9 m) BUG Rating: B2-UO-GI Power Factor: 0.992 Total Harmonic Distortion: 6.82% w.....a:�. i R3 Optics / 102W LED / 5000K CCT Catalog #: D.SC4LXX-LG4105-R3-50-120 Report #: LM-63-1995 Delivered Lumens: 8393 Input Watts: 102W Efficacy: 82 CCT: 5000K CRI (Rai 72 Maximum candela of 4891 at 65o from vertical. IES classification: Type III Mounting Height: 16' (4.9 m) BUG Rating: 132-1.10-61 Power Factor: 0.992 Total Harmonic Distortion: 6.82% Page 9 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Rev. 02l1020 ( ) en orthe offence best product osslble we res change, notice, s e that ouropinion wlllnat 9 P P 9 9 P Inarthefu DSC4LS5_v3.0 www.selux.us and alter the function of the produce. Specification sheets found at wwwselux.us are the most recent versions and supercede all other primed or electronic versions. c meet dealt other Discera 4 LED seluxPole Information Refer to pole specification sheets for construction details, anchorage information and additional options. A35 atS35 S635 AT535/635/64/74 eauad edmight Round Stypd Tap.r.d Aluminum P.I. Alurmumeeound saeeiible strelght sm.l val. Page 6 of 11 Rev. 02/1020 DSC4LS5_v3.0 selux Pole Data Chart selux Optional Base Covers for Poles Die cast aluminum, one- or two-piece field installable base covers BC5 Optional Base Cover (Ass411 31.1n _ Die cast aluminum, two-piece (a9mm) field installable base cover. 5Y"(134mm) 12 v,r^� t316mm) BC6 Optional Base Cover (S635) _. Die cast aluminum, one-piece 6%1 field installable base cover. (168ni 4Yr^-H 151/1 �- (400mm) Optional Base Cover (AT74) Die c Die cast aluminum, two-piece field installable base cover. Bolt EPA Information Pole Series Circle Height Finish Options 70mph F80mph 90mph 100mph 110mph S6353%"Diameter Stepped Steel Pole 09" 45.6 1 35.0 27.3 21.6 17.8 to 10ft. WHWhite BK Black BC3 Decorative Cost Aluminum Base Cover (AT535 poles only) A353'/2" Diameter Straight Aluminum Pole 07 s/" 12.4 9.3 7.1 5.4 4.3 S35 VAN Diameter Straight Steel Pole 071A" 11A 8.6 6.5 4.9 3.9 BL Semi- BC9 Decorative Cast $635 3%" Diameter Stepped Steel Pole 09" 37.6 28.7 22.3 17.5 14.4 Matte Black Aluminum Base Cover (AT64 poles only) A353'Ve Diameter Straight Aluminum Pole 07 s/." 9.9 7.3 5.4 4.0 3.1 1212 ft. BZ Bronze $V Silver $P Specify BC10 Decorative Cast Aluminum Base Cover (AT74 poles only) REC GFCI Receptacle with S3531/2" Diameter Straight Steel Pole 07 s/" 9.1 6.7 4.9 3.6 2.8 AT$35 5" to 3 %" Tappered Aluminum Pole 08'/2" 19.4 14.4 10.9 8.6 6.9 $635 3'/r" Diameter Stepped Steel Pole 09" 31.7 24.2 18.6 14.6 11.9 1414ft. Premium Color weatherproof cover' (120V only) REC2 GFCI Receptacle with padlockable in -use cover' (1201 MS Motion Sensor with Optional Photocell(Meets Title24 Requirements) A353'/2"Diameter StmightAluminum Pole 07%" 8.0 5.8 4.2 3.0 2.2 S353'/2"Diameter Straight Steel Pole 07 'A" 73 5.3 3.8 2.7 1.9 AT5353v:"Diameter Straight Steel Pole 08'/2" 12.9 9.4 7.1 5.5 4.4 S6353i"Diameter Stepped Steil Pat. 09" 21.7 15.8 12.3 9.6 7.6 1616ft. A353'/rDiameter StraightAluminum Pole 071/4" 4.9 3.2 2.2 1.4 0.8 S3531/2" Diameter Straight Steel Pole 07'/." 4.4 2.8 1.9 1.2 0.6 T35 3'/" Tenon (Required for ATWAT74 poles far AT535$"to3%"Tappered Aluminum Pole 08'/" 10.7 7.7 5.6 4.2 3.3 arm mounting) AT5355"to 3 W Tappered Aluminum Pole 081/" 1 11.1 1 7.8 1 5.6 1 4.2 3.2 18 18 ft. AT643v.• Diameter Straight Aluminum Pole 07 %" 15.7 11.5 8.7 6.9 5.5 AT64 3 %" Diameter Straight Aluminum Pole 07'/." 1 13.5 9.6 7.1 5.6 4.4 2020ft. Allowable EPAcakulated armrdingta AASHM 1994 and include allowancefar 1.3 gurtfacmr. See Mooning Configuration pgesforfi.tum arm weight and EPAmlues. Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us In a continuingeffort to offer the best product osslble we reserve the rl ht to change, without notice,s ecificotlons or materials that in ouropinion will not P P 9 9P alter thefunction of the produce. Specification sheets found at www.selux.us are the most recent versions and supercede all other primed or electronic versions. Discera 4 LED Photometry R5 Optics / 103W / 5000K CCT Catalog #: DSC4L-XX-LG4105-R5-50-120 Report #: LM-63-1995 Delivered Lumens: 8406 Input Watts: 102W Efficacy: 82 CCT: 5000K CRI (Ra): 72 Maximum candela of 3966 at 65" from vertical. IFS classification: Type VS BUG Rming:83-1.1i Power Factor: 0.992 Total Harmonic Distortion: 6.82% Conversion Chart Valoee boned on 16' (4.9) mounting hall Mounting Height Multiply to- (3.0 m) 1.27 121(3.7 m) 1.16 14' (4.3 m) 1.07 16(4.9 m) 1.00 18' (5.5 m) 0.84 .1-w2d6n..'ixxah Y4wa.x: eNecm emu a�i "-• LED CCT Prorate Table valuu based on Flux Binning CCT Theoretical Multiply 5000K 1.000 3500K 0.961 4000K 1.073 5000K 1.115 LED Information Standard Power Electrical $ edfication (T V Shown) ill Color Temperature 5000K 4000K 350OK 3000K Drive Current (mA) 1050 700 500 1050 700 500 1 1050 1 700 1 500 1 1050 1 700 1 500 Performance Delivered Lumens(Im) B406 16023 14480 18094 1 5800 1 4314 1 7251 1 5196 1 3865 17540 1 5403 4019 Wattage W) 102 68 50 102 68 50 102 68 50 102 68 50 Efficacy (Imi 1 82 1 88 1 89 1 79 1 85 1 86 1 71 1 76 1 77 1 73 79 82 Page 10 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, wrew.selux.us Rev. 02l1020 ( ) continuingproduct osslble we res a notice, s e ndsuons that ouropinion wlllnat P P 9 9 P Inarthefucen orthe DSC4LS5_v3.0 are th meet dealt other alter the function of the produce. Specification sheets found at wwwselux.us are the most recent versions and supercede all other primed or electronic versions. product. www.selux.us Page 7 of 11 Rev. 02/1020 DSC4LS5_v3.0 selux Page 11 of 11 Rev. 02/1020 DSC4LS5_v3.0 MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 008 Persian Avenue, Suite 200 ChadaOraMle. VA 22903 PHONE: (434)45-5524 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 mlm Street N.E. ChadaOravllle. VA 22902 PHONE: 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 SM1¢wen avenue Doylestown, PA 18901 PHONE:(215) 2308823 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Road, Suite 105A, Atlanta, GA 30350 PHONE:(770) 650-9051 bpi Op �? W. III W0.14 08/14/20 r �[y'V V s��9PE AgG�ti ARB/SITE PLAN SUBMISSION TOM O CC J E m > Q C J , m 0 0 Q) W Lo CV 0 L O W Z O _ I The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service indul the Drawings and Specifications, and wil( retain aocommon law, sotuto and other reserved rights, including copyriEts. Submittal or dls1Frgibution to meet official connection onne oN min t�ls Pro eect Is not to =Mnelirlled CO neC,i n_ as publication in derogation of the Architect's or Ar hitec's consultants' reserved rights. DrdvrinQs and Specifications are 02019 by Mitchell fil lh a Architects & Planners. DO NOT SCALE DRAVVINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE M8120 DESCRIPTION I MATCH EXISTING FIXTURES ADJACENT TO SITE I McGraw -Edison The Galleria luminaires beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Galleria luminaire a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. The Galleria luminaires superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES Construction HOUSING: Formed aluminum housing with stamped reveal has interior -welded seams for structural integrity and is finished in premium TGIC polyester powder coat. U.L. listed and CSA certified for wet locations. DOOR: Formed aluminum door has heavy-duty hinges, captive retaining screws and is finished in premium TGIC polyester powder coat. (Spider mount unit has steel door.) Electrical BALLAST TRAY: Ballast tray is hard -mounted to housing interior for cooler operation. DIMENSIONS ARM MOUNT Optics REFLECTOR: Choice of fourteen high efficiency optical systems utilizing horizontal and vertical lamp orientations. Optional high efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet. Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs or other means of attachment which may cause streaking in the light distribution. Standard with mogul - base socket. All optical modules feature quick disconnect wiring plugs and are field rotatable in 90" increments. LENS: Convex tempered glass lens or flat glass. SPIDER MOUN1 Mounting Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during assembly. Specify arm -included mounting for contractor -friendly single carton packaging of housing and arm. Efficiency Standards Notice Select luminaires are manufactured to USA and California efficiency regulations. ARM DRILLING TYPE 'Me TYPE - XA-3 GSM/GSL GALLERIA SQUARE 150 - 1000 W Pulse Start Metal Halide High Pressure Sodium ARCHITECTURAL AREA LUMINAIRE 2-5/16' ENERGY DATA [59mm1 A� 314"119mm] CWA Ballast Input Watts Dia. Hole 16OW MP HPF 085 Watts) 2-7/16" 162mm1 175W MP HPF (198 Watts) @ 9 _..........� "'� ....... .._�. = 4-7/8'[124mm] 25OW MP HPF(283 Watts) @ CJ 250W HPS HPF (295 Watts) D E MP HPF (452 Waal) Oa m] 1215/e" 116mW 40 Maw HPS HPF (457 Watts) Dia. Holes 75OW MP HPF (820 Watts) DIMENSIONAL DATA 1000W HPS HPF (1100 Watts) Fixture A B C D E F EPA it- 3-12' 19-1/4' 21-3/4" 6'[152mm] 15"[381mm] Effective Projected Area:(Sq. Ft.) OEM [2[Without 79mm] legmm] 1480mml 1552MMI 14- [356mm] Is" [406mm] Ann] GSM: 2.40 GSL 3.90 14-12' 4-1/4' 25-7/6' 27' 6" [152mm] 18-3/4' [476mm] [SpiderMount] GSL[279mm] [108mm] 1657MMI laaemm] 14' [358mm] 18-3/4' 1502mm] GSM: 2.86 GSL 4.45 NOTE Top cep used an GSM wlm 100001 net 9las vertically ianpeu alphas any. SHIPPING DATA Approximate Net Weight: GSM: 79 lbs. (36 kg..) GSL: 88 Its. (40 las.) O E:T•N PaavrnN&"UMddwide SITE LIGHTING CUT SHEET as TYPE XA-3 i TD500016EN T April 5, 20188:44 AM page GSM/GSL GALLERIA SQUARE MOUNTING CONFIGURATIONS AND EPAS Well Mount Arm Mount Single Arm Mount 2 @ 1S0' Arm Mount 2 @ Sao Arm Mount 3 @ 120' Arm Mount 3 @ 90' Arm Mount 4 is 90' GSM: 2.9 GSM: 5.8 GSM: 6.8 (Round Pole Only) GSM: 9.2 GSM: 10.4 GSL: 4.4 SL: 8.8 GSL 9.8 GSM: 9.2 GSL: 13.7 GSL: 15.6 GSL• 13.7 ❑ ❑* ❑ O ❑ ❑ ❑ ORDERING INFORMATION Sample Number. GSM-AM-400-MP-MT-3VSG-BZ-L Product Fam. ilyI Mounting Method Lamp Wattage Lamp Type' Voltage? Distribution Lens Type Color Is GSM=Galleria Ann Mount Pulse Start Metal High Pressure HPS=High 120V=120V IF -Type I Formed '° SG=Sag Glass AP -Gray Square Alui Mount • Halide Sodium Pressure 240V=240V 2F-Type II Formed FG=Rat Glass BK=Black Medium AIS=Arm Included 150=150W 100=100W Sodium 277V=277V 281II Segmented "-e '° BZ=Bronze GSL-Galleria for Square Poled 1F 175W 150=150W MP=Pulse 347V-347V 3F-Type 111 Formed WH=White Square AIR --Arm Included 250-25OW 250=250W Start 4$DV=48OV' 3S=Type III Segmented "•12 OP -Dark Large for Round Pole 3201 400-400W Metal MT=Muki-Tap° 4S=Type IV Segmented"•'' Platinum Mount' 350=350111 750=750W Halide TT=Triple-Tap' 513i V Segmented `nu GM=Graphite Spider Mount 400�OOW° 1000=1000W FT=Forward Throw Metallic SM2=Spider Mount 750=75OW SL-Spill Light Eliminator", 13" O.D. Tenon) 1000=100oW ° Is. SM3=Spider Mount CA=Cutoff Asymmetric vsEHS O.D. AS=Area Round Tenon) AS=Area Square III Vertical IM-Re R=ReWctangular Wide" Options (Add as Suffix) Accessories (Order Separately) ie F-Single Fuse(120,277 or 347V) GSM-EXTHS=External House Side Shield -2.24 EPA MA1014XX=2@90' Tenon Adapter for 3-1/2' O.D. Tenon FF-Double Fuse(208, 240 or 480V) GSL-EXTHS=External House Side Shield -2.46 EPA MA1015XX=2@120' Tenon Adapter for 3-1/2" O.D. Tenon L-Lamp Included MA1004XX=14' Arm for Square Pole-1.0 EPA 21 MA1016XX--3@90' Tenon Adapter for 3-1/2' O.D. Tenon EM=Quartz Restrike se/Daley 11 MA1005XX=6" Arm for Square Pole -0.5 EPA MA1017XXSingle Tenon Adapter for 2-3/8"O.D. Tenon Q=Quartz Restrike 17 MA1006XX=Direct Mount Kit for Square Pole MA101BXX=2@180' Tenon Adapter for 2-3/8" O.D. Tenon R=NEMATwiMlock Photomntrol Receptacle MA1007XX=14' Arm for Round Pole-1.0 EPA At MA1019XX--3@120' Tenon Adapter for 2-3/8" O.D. Tenon EFTS=External Adjustable House Side Shield MA1008XX=fi" Arm for Round Pole -0.5 EPA MA1045XX=4si Tenon Adapter for 25/8'O.D. Tenon HS=House Side Shield • MA1009XX=Direct Mount Kitfor Round Pole MA1046XX=2@90' Tenon Adapterfor 2-M' O.D. Tenon VS=Vandal Shisld Is MA1029XX=Wall Mount Bracket with to -Arm MA1049XX-3@90' Tenon Adapter for 2-M' O.D. Tenon M 1208XX=11-1/2" Arm and Rou nd Pole Adapter-0.8 EPA MA1061=House Side Shield for GSM - Field Installetla OAIOfi6XX=Mast Arm Adapter MA1062=House Side Shield for GSL - Field Installed u MA1010XX=Single Tenon Adapter for 3-1/2' O.D. Tenon OA/RA1016=NEMA Tevialock Photocorerol - Multi -Tap MA1011XX=2@180' Tenon Adapter for 3.1/2' O.D. Tenon OA/RA1027=NEMA Tivistlock Photocomrol-480V MA1012XX=3@120- Tenon Adapter for 3.1/2"O.D. Tenon OA/RA1201=NEMA Twistlock Photocomrol-34W MA1013XX.4@90' Tenon Adapter for 3-12" O.D. Tenon NmEB: 1. Customer is responsible for engineering enalysisto a,rfirm pole and fxiure ampaibiliry, for all applications. Bemrto our wM1ila Deper WP613p41EN for additional suDan Information. 2. Arm not mantled bee Acranoaay. a. Arm length varies baaetl on hop mg size: lima' for GSM and i4" for GSL. 4, StandaRequest want ed envelo a lamp sakes. teenaged with availability varier g M1Pa10g lams seewamhe table A. requires reduced envelop E62a lamp when used wXM1 G6M housing and flat plea statically lematl optics. A. requiresreduceda ton envelope the for le when uaea with GSM housing. 2 Put a Man Eaton representative eve for remp2alhgh mahrolroet meet EiISArequirements, 8. Pumaerartmetal is 120115my C,27 requires high reactance to meets12a wr e. Muni iTap housing rdame only 11. 277V. TriplaTap ballast is 120.2])134Nwiretl to 9W V. 11.. Medium educed fixture only 11. require reduced 100OWor lamps I& Not available in ID04W or lame s, not pe. 1a Must use not available a leemDO lamb. not available in GSL housing. A. 1any00 attic not available with Oat gmaa. 15104eWnish 1orsa reduced e.Na Available ofiin"r1W'tliem.coimm only p 12 Outer finish options not available, including a tell line of IIAL color matinee. commit your lighting representative at Eaton for more info,meion. 12 Guam side doe not available blew BL optla. 19. House mount only, not Imiavailable m. 55, RW,AS, AB, 6L and CA optics A. Arm mount only,mlor maximum. A. Replace )o( with alor 21. Use formouMnp fixturesres at et 9icl of,. nM 22. Compatible with sae lens vertical Dania Do, Eaton 10E�T•N Pa;; GHighway X A32fiSpecifications ssjmns nubxnto Powerin9Bannexs Woddwide www.eaton.mnaigMing chi without nonce. TD500016EN April 5, 2018 8:44 AM Schedule Ii Number Lumens Lumen MOUNTING Symbol Label Image OTY Manufacturer Catalog Number Description Lamp Lumps Filename per Multiplier LLF attage Efficiency Distribution Polar Plot HEIGHT Notes 44 Lithonia RADB LED P3 30K SYM RADB LED P3 30K SYM DDBXD, 1 RADB LED P3 947 1 1 13.44 100% TYPE VS, 3•g AFE Lighting MVOLT DDBXD 3000 KELVIN, DARK BRONZE 30K_SYM_DDB1 BUG FINISH XD.1as RATING: 137 - O B -Ul-GO V Max: l90[d 4 Luminis Canada OC950-L1L40-R15 Oculus 8" RECESSED WET (1) Nichia NFDWJ13OB- 1 OC950-1_11_40- 3927 1 1 45 100% Direct Type - 85'-0" AFE O Inc. RATED DOWNLIGHT, 3000 KELVIN, DARK BRONZE FINISH V2L city Philips- XIO55C18OVO54BSJ1 @ R15.ies Downlight C 120.00V 4 1, 42 71l 131 LUMENPULSE LOGN-2W-48V-12-30K- CEILING MOUNTED BALCONY 1 LOGN-2W-48V- 165 1 1 2.2 100% 10'-0" AFE LIGHTING 10Y30-CL-XX-SI RUN LIGHT, LINEAR SPREAD, 3000 12-30K-10x30- D LONGUEUIL, AT48 VDC KELVIN, DARK BRONZE FINISH CL-XX-SI.ies QUEBEC rva.: 'Mace 23 Gotham EV06SC 30/15 AR MD EVO 61N ROUND CYLINDER, 1 EV06SC_30_15 1288 1 1 14.7 100% DIRECT, SC- 20'-0" AFE O E Architectural Lighting LD SURFACE CEILING MOUNT, 80 CRI, 3000K, 1500LM, MED DIST, CLEAR, MATTE DIFFUSE, AR_MD_LD.ies 0=0.89, SC - 90=0.88 3000 KELVIN, DARK BRONZE FINISH Max mszm 6 Lithonia WDGE1 LED P7 30K WDGE1 LED WITH P1 - 1 WDGE1_LED_P 1161 1 1 10.0002 100% TYPE II, 10'-0" AFE Lighting 80CRI VF PERFORMANCE PACKAGE, 1_30K_80CRI_ VERY F - t 3DOOK, 80CRI, VISUAL COMFORT FORWARD OPTIC, VF.ies SHORT, BUG RATING: BO - DARK BRONZE FINISH -UO-GO 2 Q Max: Mead 8 Luminis Canada CL345-L224W20 Lumisfik CL345 Wall (M1OCC840D56N3S) 1 CL345- 1660 1 1 20.7 100% Type V, 10'-0" AFE O G Inc. White SSL city Thomass Research Driver L224W20.ies Short LEDSOW-072-CO700-D \✓ U Q 120.00V II177od 4 COOPER GSM-XX-250-MP-XX-2S- MEDIUM ARCHITECTURAL AREA 250 WATT PULSE- 1 GSM-XX-250- 2 Cl 1 1 283 73% MOUNTING LIGHTING -FG LUMINAIRE - TYPE II START CLEAR ED-28 MP-XX-2S- HT. TO MATCH SOLUTIONS - DISTRIBUTION, 3000 KELVIN, HORIZONTAL BURN FG.IES EXISTING O MCGRAW- DARK BRONZE FINISH FIXTURES XA-3 EDISON ADJACENT n (FORMERLY SITE AND NOT EATON) Ma.: lsivtca TO EXCEED 20'-0" 9 SELUX DSC4L-X-LG4500-R3-30- Formed aluminum housing, 30 white LEDs 1 DSC4L-X- 4013 1 1 49.3086 100% MOUNTING Corporation -XX-120 specular reflector, dear glass I LG4500-R3-30- HT. TO MATCH O ens XX-120tes EXISTING FIXTURES XB ADJACENT D SITE AND NOT Ma.: z3aem TO EXCEED 20'-0„ 42 WE-EF USA 615-7321 ST1134 LED, Wall Luminaires / Mid Power LED, Warm 1 6151 112 1 1 5.6 100% l'♦' AFE Recessed ST1134 IP55:LED- White 5W/3K;STI134 LED, Wall LEDLUMENS=690.0 Inn, Luminaires / Recessed, 3000 LEDs No=1, o H Kelvin, Dark Bronze Finish TOTALLUMENS= 690.0 Im, Tc=25 C LEDLUMENS=112.31m, LEDs No=1, TOTALLUMENS=112.3 Im, Ta=25 C 3 WE-EF USA 675-5876 FLB141 LED T4, RAIL66 FLB141 6 LED, Warm White - 6 6751 305 1 1 21 100% 10'-0" AFE [Wj IP66:LED- 120 angle of beam 6/18W/3K;FLB141 LED T4, LEDLUMENS=390.0 Im, RAIL66, 3000 KELVIN, DARK LEDs No=6, ❑ BRONZE FINISH TOTALLUMENS=2340.0 Im, Tj=85 C LEDLUMENS=305.21m, LEDs No=6, Max: wean TOTALLUMENS= 1831.0 Im, Ta=25 C 2 WE-EF USA 667-4320 FLC240 LED, Projectors FLC240 24 LED, Warm White - 24 667-4320.ies 246 1 1 55 100% 76'-0" AFE [M] IP66:LED- 120 angle of beam 24/48W/3K;FLC240 LED, LEDLUMENS=271.51m, Projectors, 3000 KELVIN, DARK LEDs No=24, O BRONZE FINISH TOTALLUMENS=6515.0 Im, Tj=85 LEDLUMENS=245.91m, LEDs No=24, TOTALLUMENS= 5901.6 Im, Ta=25 C 4 WE-EF USA 620-7577 PLS420 LED, Wall Luminaires / 6 LED, Wann White - 6 61 214 1 1 21 100% 22'-0" AFE Surface Mounted PLS420 [A60] 120 angle of beam IP66:LED5/18W/3K;PLS420 LEDLUMENS=390.0lm, LED, Wall Luminaires/Surface LEDs No=6, K Mounted, 3000 KELVIN, DARK TOTALLUMENS= 2340.0 --- BRONZE FINISH Im, Tj=85 C LEDLUMENS=213.71m, LEDs No=6, Max: seam TOTALLUMENS= 1282.3 Im, Ta=25 C 24 LUMENPULSE LXTD RO-120-48-30K- LUMENCOVE, 3000 KELVIN, 1 LXTD RO-120- 871 1 1 19 100% 22'-0" AFE e M XX-XX DARK BRONZE FINISH 48-30K-XX- XX.ies 180 LEDI V4OUT-30-SB Inspire V40Wtloor 3000K Super 2835 1 V4OUT-30-SB- 181 1 1 4 100% 12'-0"AFE, Bright LED Tape Light - 1 Foot 1FT-typeC.ies AND 38•-D•' N Units for total of 180 linear feet. AFE 3000 kelvin, dark bronze finish l Max: fiYtl SITE LIGHTING SCHEDULE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Balcony + 4.3 fc 4.4 fc 4.1 tic 1.1:1 1.0:1 Calc Zones + 4.5 fc 16.8 to 0.0fC WA WA Calc Zone 2 + 3.3 fc 6.8 fc 0.6 fc 11.3:1 5.5:1 Calc Zone 3 + 4.7 fo 10.1 to 1.3 fo 7.8:1 3.6:1 Calc Zone 4 + 3.7 fc 9.6 fc 0.8 fo 12.0:1 4.6:1 Calc Zone 5 + 2.1 fc 7.7 fc 0.0 tic WA N/A Calc zone 6 + 0.2 tic 1.9 fc 0.0 tic WA N/A Calc Zone 7 + 0.2 tic 0.3 fc 0.0 tic WA N/A Calc Zone 8 + 0.2 tic 1.9 fc 0.0 tic WA N/A Calc zone 9 + 0.4 fc 6.7 fc 0.0 fc WA N/A Calc Zone 10 + 1.6 fc 4.0 fc 0.1 fc 40.0:1 16.0:1 Cale Zone 11 + 5.2 fC 14.8 to 0.0 fc WA N/A Cale Zone 12 + 2.6 fo 16.0 to 0.0 fo WA N/A Calc zone 13 + 1.1 tic 8.8 fc 0.0 tic WA N/A Calc Zone 14 + 3.3 fc 3.5 fc 3.1 fc 1.1:1 1.1:1 Calc Zone 15 + 1.2 tic 4.2 fc 0.0 fc WA N/A Calf Zone 16 + 1.3 fc 6.8 fc 0.0 fo WA N/A Calc Zone 17 + 1.0 fc 1.8 fc 0.0 fc WA N/A Calc Zone 18 + 1.5 fc 3.2 fc 0.1 fo 32.0:1 15.0:1 Calc Zone 19 + 0.8 tic 1.6 fc 0.1 tic 16.0:1 8.0:1 Calc Zone 20 + 1.5 tic 6.5 fc 0.0 tic WA N/A Calc Zone 21 + 1.6 tic 6.4 fc 0.0 tic WA N/A Calc Zone 22 + 1.0 tic 4.1 fc 0.0 tc WA N/A Calc Zone 23 + 1.4 fc 5.7 fc 0.0 fc WA N/A Calc Zone 24 + 0.9 fc 3.7 fc 0.0 fc WA N/A SITE LIGHTING STATISTICS TABLE MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Program Avenue, Suite 200 ChadonesNlle. VA 22903 PHONE: (434)295-5524 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 elm Street N.E. Charlottesville, VA 22902 PHONE: 41M)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Srievvell Avenue Doylestown. PA 18901 PHONE:(215) 2318623 Phillips Graddick Engineering MEPENGINEERS 500 Sugar MITI Road, Suite 105A, Atlanta, GA 30150 PHONE:(720) 650-9061 �sITH Opp? �QQ �Ct W.0 d. 14f) �o� 08/14/20 G PE ARB/SITE PLAN SUBMISSION Tang 0 ca IIIIIIJ �� v3 C J , Q) m Q) W to CV LL C:)CU L W Z O _ I The Architect and the Architect's consultants are the authors and omens of their respective Instruments of Service including the Drawings and Sppecifications, and will retain alrcommon law, statuto and other reserved rights, including copyriEts. Submittal or dls1Frgibution to meet ogfncial connection onne[owith tthls Pro oact Is not to pbe cansimed CO neC,i n_ as publication in derogallon of the Architect's or Architect's consultants' reserved rights. D2winQs and Specifications are 02019 by Mitchell Meflh q Architects & Planners. DO NOT SCALE DRAVVINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS DATE nuns unI III1=-=Jn nun• BLDG OVERLAP AT SLOPING GRADE (@ District Avenue) S P E C I A L EXCEPTION ALBEMARLE COUNTY 6 STORIES HYDRAULIC RD HYDRAULIC RD ROOF APPURTENANCE ��/ �D� SETBACK SLOPING 6 STORIES GRADE oo0 D� 6 7 8 5-_---_---_---_---_-6 4 -- 0 -- 3------------------ 4-------------- -- ------------------------ 3---------------- ---- 1 2 ROOF APPURTENANCE SETBACK 2 1 BUILDING STORIES @ DISTRICT AVENUE 4 DOUBLE 1 I I I BOND HEIGHT ST MITCHELL • MATTHEWS ARCHITECTS & PLANNERS CHARLOTTESVILLE, VA 434.979.7550 08 2019.12.23