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Home My WebLink AboutSDP202000024 Plan - Revision 2020-08-14►' STONEFIELD BLOCK D 1 FINAL SITE PLAN ,,,,N„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 ® 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 Cl-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 2011-00047, WPO 2011-00055, AND WPO 2011-00036. 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 �@� JDB 05/21 JDB 07/OE JDB OS/1� BY I DATE I N0. WP02011-00055, SDP2011-00047 SDP2019-00057 SDP2020-00024 WP02020-00016 X Q0 olo FASHION r SQUARE MALL WHITEWOOD F, RD �ot �P /IFRFR SITE I e SEMINOLE SQUARE ,y SHOPPING CENTER 4 r 0�9G 9� ��b i US HWY 29/250 BYPASS �Q�qO� o N s� � �P 1�x N QP o� z VICINITY MAP SCALE: 1 "=2000' lf7w2mlllwo_ 7I�[et;7�e1111:T l i� 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. 7'_ /4-20 ENGINEERS SURVEYORS PLANNERS PO Box 4119 96801ympia DC Suite Lvnchhu & VA 24502 Ch.b.-JI , VA 2291 i Phuue: 434.316 6080 Phone: 434 984.2700 N.\N. 111.1oI;ate(.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 WW ASSOCIATES, INC 968 OLYMPIA DRIVE, SUITE 1 CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: JOHN D. BEIRNE, JR., P.E. EMAIL: JBEIRNE®WWASSOCIATES.NET 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: WW ASSOCIATES, INC DATED: MAY 29, 2013 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: SEPTEMBER 20, 2019 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUM 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%) BUILDING 1.49 AC. (60%) OPEN SPACE 0.46 AC. (19%) OTHER IMPERVIOUS 0.52 AC. (21 %) DESIGNED BY. 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 CK varza 9LlaWl DISCIPLINE: CIVIL SCALE: H:AS SHOWN V: N/A DATE: 02128120 SET REV. N0, 3 DRAWING NUMBER: C-1 SHEET NUMBER: 1of12 SHEET REVISION SHEET REVISION I BY I DATE G EX SYMBOL LEGEND NEW Pa AIR RELEASE VALVE $ BENCHMARK/FFE BLOW OFF VALVE 00` m BOLLARD O 8 BORE HOLE BUILDING COLUMN ❑o BUSH © 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 OO DRILL HOLE Q ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHELENE SAN SANITARY SEWER O ELECTRIC METER BOX O BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE T ELECTRIC PANEL BOX Q BE BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN 0 ELECTRIC PEDESTAL 0 BEE BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE (E) ELECTRIC MAN HOLE Q BM BENCH MARK INV INVERT SL SLUDGE 41 FIRE DEPARTMENT CONNECTION BK BACK IPF IRON PIPE FOUND SQ SQUARE Y FIRE HYDRANT Y BOV BLOW OFF VALVE IRE 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 CATV 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 GROUND LIGHT 44 CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED GUY POLE -0 CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED HANDICAPPED PARKING CONC CONCRETE ME MONUMENT FOUND TC TOP OF CURB N❑ HEAT PUMP QH COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE O IRON PIN OO CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL 0 LIGHT POLE 0 CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL � 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 0 EW EACH WAY PP POWER POLE WM WATER METER a SIGN EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION 0 SPRINKLER HEAD O 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 TRAFFIC LIGHT POLE 0 FM FORCE MAIN PVC POLYVINYL CHLORIDE XING CROSSING TELEPHONE MAN HOLE TT FL FLOURIDE PVMT PAVEMENT YDS YARDS 0 TELEPHONE PEDESTAL ❑T FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT $ TELEPHONE POLE $ GALV GALVANIZED RCP REINFORCED CONCRETE PIPE Z TELEPHONE JUNCTION BOX GV GATE VALVE REQ'D REQUIRED El TEST PIT 61 NOTES: z TRAFFIC CONTROL BOX 23 1.THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. O TRAFFIC JUNCTION BOX J❑ 0 TRAVERSE Q O UTILITY MARKER POST ❑o Cc-) UTILITY POLE CO-) 0 VENT PIPE 0 WO WATER MAN HOLE OW WATER METER so WATER SURFACE ELEVATION V 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 OHE - UGE UGE — * * X 0-0-0-0 GAS GAS wo 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 NEW 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 WAS 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 �yTH OF w DESIGNED BY: PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. = ENGINEERS FINAL SITE PLAN 3 SURVEYORS DRAWN BKTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U ♦ �� III. ►_� PLANNERS TITLE: ♦ ,� Lic. No. 267 ASSOCIATES HFW .SHEET NUMBER' - a ♦ DI"R BY: ABBREVIATIONS AND LEGEND C-2 Po Box 4119 96801y mpia DSuitel �i'c+ � '{� r_ Lvnehh�,VA24502 eha.io,tewiiie.VA.1911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: s Phone: 434.316 6080 Phone_ 434 98 1700 SIGNAL E� llll...11.11)euAe,aet 219040.03 904003C-ND-l.dwg CIVIL H: N/A 02128�20 2 Of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: NIA rn 3 v N I Z c>I M 0 0 0 rn i c 0 Q. v Qn 0 c M 0 O 01 0 1 w c c Cl a a� cn a v q) c c O Ln I 0 Y U O M 0 v 0 rn N i ►- 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 NOA, 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 Cl-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 N�N�N DESIGNED BY: PROJECT: SET REV. NO. �,,. TH op i' \ JDB STONEFIELD BLOCK D-1 " ,,{{�� . FINAL SITE PLAN 3 t Gf . ENGINEERS DRAWN BY. X,.,Lilc. SURVEYORSKTM ALBEMARLE COUNTY, VIRGINIA DRAwINc NUMBER: PLANNERS TITLE: DIHR aY: GENERAL NOTESC-3 AsSOCIATES HFW PO Box 4119 968 Olympia Dr, SuiteAV 0 SHEET NUMBER: ) " "s Lvnchhurg,VA24502 Ch.b.-JIe.VAISH WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 'ahPhone 434 316 6080 Phone 434 984 2700 SSIONAL SV 219040.03 904003C-ND-2.dwg CIVIL H: N/A 02128120 3 of 12 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NN*4410"`""" °"""°et V: NIA ►- 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, ML, 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 CLEARING" SPECIFIED 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 ilh-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 N�N�N DESIGNED BY: PROJECT: SET REV. NO. �,,.'�Tx OF~ _ JDB STONEFIELD BLOCK D-1 '" ,,{{�,� . FINAL SITE PLAN 3 t Gf . ENGINEERS DRAWN BY. X SURVEYORS K7M ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: DIHR aY: EARTHWORK REQUIREMENTSC-4 o. 267 �� As� ociaTEs HFW Po ao..4u9 n6x oiymP�a o�, s�aei SHEET NUMBER: ,� �_��.�Utis'f nyvnzasoz ario,�rlie.v 91i WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 'ahPhune 434 316 6080 Phune 434 984 2900 SSIONAL SV 219040.03 904003C-ND-3.dw9 CIVIL H: N/A 02128120 4 of 12 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NN*4410"`""" °""" e, V: NIA law 31t 'D -i I "I Z I Ci n 0 0 Itt 0 47) _� C .2 CL Q) � .- Q) -6 C LT n 0 6 It 0 4M I C14 _� C Cl a: � 4) .- (f) -0 cu t;_- q) r a � (r) I I � _X () u2 001 0 V a 0) I N _� F� c? �At � � - - - ' I �gt :: 2, q ,,1 �� I � � I , ,A V/11 .1111 . f- ajt,� IlM 0 3 �Ij 'i k) erlg6 1�41'i COUNTY OF ALBEMARLE BY:______..__1 Department of Community Development 401 McIntire flood, North Whig Charlottewill.,Virgim. 22902-4596 Fax (434) 972-4126 _ March 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville. Va 22902 RE: ZMA201100007 Albemarle Place/StOnefield Proffer Amendment TP: MAP PARCELS: 061WO-03-00-019AO 061WO-03-00-01980 (as it has been subillvIdeal). 061VVD-03-00-023001()61WO-o�-{)()-02,400, 061WO-03-00-02500 Dear Ms. Long: The Board of Supervisors approved the above referenced application on March 14. 2012 in I � - Please refer to this document for accordance with the attached proffers dated March 13, 2012 any future applications and requests on this property Please be advised that although the Albemarle County Board of Supervisors took action and conditions have been met. an the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received This includes: . compliance with applicable PROFFERS; BE PERMIT; . compliance with conditions of any applicable SPECIAL U ap,niveai of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . P . approval of a ZONING COMPLIANCE CLEARANCE. il have questiona or, �.mments regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. . Sincerely, - I �, V. Wayne 111mbergi Director of Planning CC: Albemarle Place tEA,A .. C CIO Tom Gallagher Albemarle Piece EAAP LLC 7200 Wisconsin Ave P 0 Box 528 Bethesda, MD 20814 Columbia SO 29202 Albemarle Place/Stonefield PROFFER FORM Date: March 13,2012 ZMA # 2011-00007 Albemarle Place/Stonefield Tax Mtap and Parcel Numbers: 061WO-03-00-019AO, 061WO-03-00-019BO (as it has been subdivided), 061WO-03-UO-02300,061WO-03-00-02400, and 61WO-03-00-02500 65.034 Acres zoned Neighborhood Model District (NTvTD) to be rezoned to Neighborhood Model District (NAID) . Albemarle Realty (E&A), LLC, a South Carolina limited liability company is the owner oftwo parcels oflard. that were subdivided from tax map parcel 061WO-03-00-019BO, which parcels are shown as "Lot D2", containing 5.487 acres, and "Lot D3", containing I.D10 acres, wall on a plat entitled "Plat Showing Subdivision of Stfariefield, Jack Jouett Magisterial District, Albemarle County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is oftecord in the Cleft's Office ofthe Circuit Coal ofAlliminle County, Virginia in Deed Book 4135, page 21 S (die "Subdivision Plat"). Thellarvenat Stonefield, LLC, a South Carolina limited liability Company, is the ommer ofa parcel infland that was subdivided fran taximp parcel 061WO-03-00-019BO, which parcel is shown as "Lot F2" containing 7.638 acres, on the Silbilivision Plat. For the purposes ofthese proffers, Albemarle Place RAAP, TJ,C, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the .,Ownce). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (tile "Onvaer") of tax map parcets 061WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500, and the residual portions oftax loop parcel 061 WO-03-00-019BO that were not conveyed to either Albemarle Realty (E&A), LLC or The Haven, at Stonefield, LLC. Forthe purposes offliese proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herem as (tile "Owner"). Tax map parcels 06 1 WO-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061 W003- 00-02500, and 061 WO-03-00-019BO (including the lots created there from pursuant to the Subdivision Plat) (collectively, the "Property"), are the subject ofixaning map amendment application number ZMA 2011-00007 originally submitted as "Albacete Place Proffer Amendment," which application pairse has been returned to "Storiefield." Pursuant to Section 33.3 ofthe Allimpult, County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions Insted in this proffei statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions am Proffered as part of the rowning and it is acknowledged that the conditions me reasonable. The Albemarle Phux/Smirefield project was originally approved by the Comity Board of Supervisors on October 22, 2003 as ZMA 2001-007, along with proffers from the prior Omer dated October 22, 2003, and a Code olDevelopmead prepared by The Cox Company dated Original Proffer: Amendment; X October 15,2003 (with Exhibit A to the Code ofDevelopment lot revised July 8, 201 0) (tile "Code ofDevelopment"). The Code ofDovelopment included an application plan (the "Application Plant'). The improvements proposed for the Property we collectively referred to as the "Project." The terin "Ovirta" as referenced hervin .shall include within its meaning the owner afrecard and successors in interest. The term "Application Plarfrefers to Exhibit A. The term "Code of Development" refers to Exhibit B. The proffers dated October 22, 2003 that were approved with ZMA 2001-007 were amended by proffers dated July 23, 20 1 0 that were approved with ZMA 2008 -0003 by the County Board of Supervisors on August 4, 201 0, and by proffers dated August 5, 201 1 that were approved with ZMA 2011-0004 by the Comfy Bond of Super visors on Septetliber7,2011. 'theire proffers amend and supersede the proffers accepted in conjunction with the approval cfZMA 2001-007, ZMA 2008-0003, and ZMA 2011-0004. The headings aftho proffiens act fordi below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation ofmayprovistimas office proffers. I . Pliming of Improvements: The Owner shal phase development of the Project as follows: A. Phase 1: Phase I ofthe Project shall be composed ofBacks A, B, C and D as shown on the Application Plan, and as shown in more detail on Exhibit A-1 attached herete ("Phase 1 "), and shut include street and utility improvements to save the planned building Improvements contained within Phase 1. As pat ofPhmc 1, the Owner shall design =it construct District Avenue (formerly known as Albemarle Place Boulevard and as Fourth Strea/Cedar Hill Road) ("District Avenue") from Hydraulic Road to the point where District Avenue confects with the new planned western entrance to the Sperry Marine facility in the location shown on the Application Plan, and as shown in more detail onExllibitA-1. This first phase ofDistrict Avenue shall include all supporting utility infrastructure on such street, and shall be completed prior to issuance of a final witificate of occupancy for any buildings withinIdocksA,B,CandD. Construction ofthe first phase ofDistria Avenue shall be deemed complete when it is COnsitirliCoXI in WnflumanCe with (be plans approved by Albemarle County or by the Virginia Dninatincrat of Transportation ("VDOT"), to applicable, and in my event the County Engineer has approved it for vehicular travel. No mone than larlso hundred seventy thousand (370,000) square feel of corramacial space mid one hundred seventy (170) dwelling units may be constructed within the Project until the remainder of District Avenue is constructed to the new planned intersection with U.S. Route 29 as shown an tile Application Plan. Notwithstanding anything to the contrary cardained in this Paragraph I A, the Owner shall be permitted to utilize portions of the Phase 2 land (cas shown on Exhibit A- 1) for the instal laron of infrastructure to save the Phase 1 bid Idnig improvements to be Constructed in Blocks A, B, C and D. B. Phase 2: Phase 2 of the Project shall be composed offdocks E, F and 0 as shown an the Application Plan mid m shown in insom detail on Exhibit A- I ("Phase 2"), mid shall include . silver and utility improvements to serve the planned building improvements contained within Phase 2. As part ofPhase 2, the Owner shall design and construct District Avenue from the 1 1 ADDED SPECIAL EXCEPTION NO, - SHEET REVISION Original Proffer! Amendment X point where it comiects with the new planned western entrance to the Sperry Marinefirmility north =it east through Blocks E, F and G to the new planned intersection with U.S. Retire 29 as shown on the Application Plan and as; shown in more detail oil Exhibit A-1. 'This second phase of District Avenue shall include all supporting utility infi astructure on such street and shall be completed prior to issuance of a final certificate of occupancy Rar my buildings widim3Iock,9R,FandG. Construction of the second phase of District Avenue shall be deemed complete whein it is constructed in conformance with the plans approved by Allianadc Comity or by Life VDOT, as applicable, and in any event the County Eliginew has approved it for vehiculartravel. Notwithstanding anything to the contrary contained in this Paragraph IB, the Owner shall be permitted to utilim imations of the Phose 2 land (as shown on Exhibit A-1) for tile installation of inflotrunine to save the Phase 1 balding insproverseents to be constructed in Blocks A, B, C and D. Notwithstanding anything to the contrary contained in this paragraph Ill or in paragraph IA above, final certificates of occupancy may be lamed for buildings within Blocks A, B, C, D or E beyond the threshold levels contained in paragraph IA, provided thatthe Owner (i) has constructed at least a tempausayroad (at standards acceptableto file Director or 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, though traffic analysis acceptable to the Director of Community Development and VDOT, that additional traffic from such buildings, when aggregated with the thaffic generated by the uses for which certificates of occupancy have been issued for buildings in Phase 1, will not cause the Hydraulic Road/U.S. Route 29 intersection to fail below an acceptable level of service, All final site plans for tire Project that include any portion of District Avenue shall include a note reserving the portion of thelapperty comprising District Avenaleforfature dedication as a public load, 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 road. If tile public right-of-way is not dedicated bysuludivision plat, the Owner shall be responsible for tile costof a surveyandpimparringthridealto convey the public right-of-way to the County. C. Landscape improvannearts and associated stmetscupp improvements to serve the planned building improvements contained within Cash block shall be nevieweed at the time offinal site plan review for ach block. The Project shelf have a consistently desigmed and planted streascape, along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition for and canimm to all tax loop parcels used for non-residential inaposes participating in a Community Development Authority ("CDA") established pursuant to Section 15.2-5 IS2, a seq. of the Code ofVirginia C'Coil to be created for the purpose of implementing Route 29 regional transportation improvements, including but not limited to traroSPOTatiOn improvements within (lie "Super Block" (the geographical that bounded by Route 29, Hydraulic Road, Commonwealth Drive, mid Greenbrier Drive) and intersectional improvements associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make it cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in tile amount of One Hundred Thousand Dollars ($1 00,000.00). The cash contribution Original Proffer: Amendment X shall be made by the Owner within thirty (30) days upon request by tile Comity. This Proffer has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: The Owner shall contribute Ten Thousand Delius ($10,000.00) to the City of Charlottesville for the construction by the City oftraffic calming improvements on Swanson Road, Cedar Hill Road Cold other City streets intersecting Hydraulic Road in the vicinity of Suninfield. The coal] 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 file Homer. 'the City constructed the traffic Calming improvements, and requeated the prior owner of tile Property to pay the contribution on November 9, 2005, bill them are no immediately available records that such contribution was ever received by the City. Upon evidence of prior payrnicat of such funds flat is satisfactory to the County, life requirements of this Paragraph 4 shall be deemed satisfied. In the event the Owner has not produced such evidence in the County by March 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a written request from file City, provided that moll request is made no sooner them April 1, 201 1. At the time such funds are delivered to the City, the Owner shall provide notice of moll payment to die Comity. S. Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Servicel': Upon the request of the County, the Owner shall contribute Twenty Thompson Dollars ($20,000.00) par anourn or an amount equal to twenty percent (20%) of the annual operating mid maintenance costs, whichever is less, for a period mid to exceed five years for operating and/or maintaining a dedicated "jitney has" service to raril Commercial developments, including Stonal along the Route 29 Corridor. If flim CAT "jitney service" is not placed into operation bythe date ofissuarice ofthe first occupancy permit fol a Commercial building in Stonefleld, then the Owner shall contribute Seven Thousand Dallas ($7,000.00) per manim, for a period not to excessil five years, to CAT for costs associate . d with operating existing CATbus routc(s) that provide service to Stallefield. 6. Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five Hundred Thousand Dollars ($1,500,000.00) (hereinafter referred to as the "Total Contribution') to die County for the purpose of funding capital improvements related to Storiefield. The coriffibutmil shall be paid as follows: (a) Three Hundred and Seventy Five Thowsaid Dollars ($375,000.00) shall be contributed to the Comfy within thirty (30) days after the first final site plan or subdivision plat containing residential dwelling units is approved for Storeffield; (b) an additional Three Handled 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 Stoolifield, and (c) the remaining Seven Hundred Fifty Thousand Dollars ($750,000.00) of the Intel Contribution shall be paid on a pro rare basis of Three Thousand Dollim; ($3,000.00) per residential dwelling unit at the time certificates of occupancy am 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) years from the date of approval of the first fact site plan or subdivision plat for residential dwelling units, the Total Contribution Ims not been fielly paid, the balance of file first Contribution shelf be contributed to the County within thirty (30) days upon request by the County, Ifthis fund has net be= exhausted by the Comity for [lie stated pinpose within five (5) years from the date the last Contribution is made, all unexperided Funds shall be refunded to the Owner. In addifiou to flic foregoing, after building permits have been issued for the first five hundi ed (500) dwelling units within Stonefied, tile Owner shall pay to the CountylthreeThoustaid Dollars ($3,000.00) prior to the issuance of a building permit for each new residential dwelling unit thereafter. 7. Construction of Frontage improvements an Route 29 and Hydraulic Road: At its expense, the Ownershall 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 first site plan for the initial pham of Stomedfield. The subject frontage improvements are depicted by Exhibit F, "Short Tam Route 29 Transportation Improvements." 'Me Comfy may require these improvements to be completed as a In apposite to tire issimace of my certificates of occupancy. Tire construction ofthe 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 Comfy or as provided herein, the Owner shall plan, design, bond and construct off -site transportation improvements !it the County and the City, as depicted on Exhibit F, "Short Term Route 29 Transportation Improvements". If the improvements we required to be Coordinated, the Comfy may require these improvements to be completed as a prerequisite to the issequacu of any cmilfbares of occupaticy. Construction shall be deemed complete when the improvements are constructed in conformance with the plans approved by VDOT and opened to public use as approval by VDOT. A. Off -site Improvements in the Comfy at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection. The cogirionaing, plats and construction docuatents for off -site improvements in the County shall be submitted with the first final site plan for Pbasc I of Storiefold. H. Off -site Improvements in the City at the Northeast Quadrant Of the Hydraulic Road/Route 29 Intersection (numbered items 4 and I I on Exhibit F). The Owner shall submit the engineering, plats and Construction docaments (tile "Pins") for the improvements in the City of Charlottesville to the City of Charlottesville by January, I 1, 2012. The Onvaer shall diligentlypurstle approval ofthe Plans in the City. IftheCitydoes not approve the Plans by July 11, 2012, the Owner shall not be required by this proffor to construct my improvements for which approvals have not been obtained. The Owner shall not be required by tills preffer to acquire or otherwise pay for eight of way in the City fox these improvements. JD8 1 05/21 By I DATE I NO. Original Proffer: Ameralment: X If the improvements we required to be constructed, the Owner shall complete construction of the improvements for which right of way is available within twelve (12) months after the issuance of the first catificato of occupmicy within Stirmfield, Construction shall be deemed complete when the improvements are constructed in conformance with [be plans approved by VDOT and opened to public use as approved by VDOT. This Paragraph S(B) is subject to the term of Paragraph 14, "Substituted Traresportation Improvements." 9. Reservation and Dedication of land for Regional Route Z9 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the fatum dedication to the Commonwealth of Virginia certain land on the Property in file County far return short-term transportation improvements for the Route 29 and Hydraldic Road fistersuction (tile "Short - Term Route 29/HydrauliG Road Improvoments") as follows: (a) the land shown as "Parcel A 6,511 S.F." ail the plat of Kirk Hughes and Associates dated March 3, 2009, last revised Much 25, 2010, which plat is attached hereto as Exhibit H; and (b) any portions of the parcels shown as"Parcel One Future Right of Way 1,1 17 ST .... .. Parcel Two Future Right of Way 9,079 SLF .... . Tancel Few Future Right of Way 1,660 S.F.," and 'Tarcel Five Future Right of Way 790 &f.," oil 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 -Team Route 29/flychaidic Road Impartivements (collectively, the "Short-Twal Improvements Dedication Aree), provided, however, that the subdivision plats depicting the Short -Term Improvements Dedication Area me subject to final approval by the County Deplarartan of Community Development and that the precise boundaries and size of the Short -Term Improvements Dedication Area may be adjusted accordingly. The Owner sbO dedicate the Shoit-Term Improvements Dedication Aim to the Conumaxwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after the Courry approves the sublEvismat plat necessary to dedicate the Short-Terin Improvements Dedication Arm, whichever is first to occur. In addition to the dedication of the Short-Teref Inurrovements Dedication Am, the Owner shall dedicate and convey all news sary drainage mid construction easements fill the Short -Tern Route 29/Hydrumilin Road Improvements. If the Short -Term Improvements Dedication Arm 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 owned necessary to dedicate and convey the Short -Term Improvements Dedication Area hard. After dedication mid until the subject regional transportation improvements we funded for Construction, the Owner shall, at the request of the Comity, and with the consent of tile Commonwealth of Virginia, maintain the Shon-Teme Improvements Dedication Arm land until requested by the County to no longer do so provided the Owner is granted the right to the =elusive 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 tile first phase of Stonefield, 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 improvement; 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 ad ofthe Short -Term Improvements Dedication Area land, upon the Owner's request, the residual portion of the dedicated land shall be transferred to the Omer at no expense to tile Owner. The deed(s) of dedication for the Shoa-Torna Imprievements Dedication Area may provide for such conditions. I 10. Reservation and Dedication of Additional Land for Route 29 and Hydrardfic Road Intersection Improvements: The Owner shall reserve for future, dedication to the County, 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 -Term Route 29/1-lydracric Road Improverrients") as follows: (a) the anst shown as "Parcel Al 1,432 S.F." an Exhi bit 11; mid (b) any im-liang of tile parwN shown on Fail i bi I I that were not previously dedicated to the Commonwealth of Virginia for the Short-Terin Route 29/Hydraulic Road Improvemonts pursuant to the Paragraph 9 herein (collectively, the "Long -Term Improvements Dedication Area") provided, however, that the subdivision plats depicting the Long -Term Improvements Dedication Aim am, subject to fund approval by the County Department of Community Devrelopment mid that the precise boundaries and size of the Long-Terna Improvements Dedication Am my be adjusted accordingly. The Owner shall dedicate the Long-Ttam, finprovements Dedication Area to the Comity within ninety (90) days after the Comfy's request for such dedication, and such dedication shall include the dedication Cad Conveyance of all necessary drainage and construction Casements for the Long-Teent Route 29/Hydraulic Read Improvements, If the Long -Term harprovensents Dedication Area is not dedicated and Conveyed as; put of a subdivision plat, the Owner shelf pay all costs of stwveying find preparing legal documents in a form acceptable to the Comity Attorney's Office necessary to dedicate and convey tile Long-Terni Improvements Dedication Area. Until the Long -Term Improvements Dedication Arm 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, temporary perking, ftincing� utilities or other purposes as may be approved with the first final site plan for Phase I of Stornifield. I The conditions an the subject i esavation and dedication shall be as follows: (a) In the event that the adopted design for future public intersection improvements does not require the utilization of all of the Long-Tain Improvements Dedication Area land, upon request of the Owner the residual portion shall be released by the County from the raervation or, if the load has been dedicated, upon request of the Owrier title shall be transferred basic to, mid for the use of, the Owner at no expense to Owner. The deed(s) of dedication for the Long-Teom Improvements Dedication Area may provide for such conditioris. Original Proffer: Amendment: X (b) The doign and construction of the Long-Terni Route 29/1-lydraulic Road Improvements shall substantially maintain tile access, function, and continuity of service of the planned intersection of Swanson Road (Extended) and existing Flydrainic Road into Stonafeld at the location of the existing Swanson Road and Ifychfurfic Road intersection; otherwise this proffer becomes null and void, 11. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be responsible for traffic signalization improvements as follows: A. The Owner at its experim shall engineer, bond, and comitruct traffic signalization improvements at the intersection ofDistrict Avenue and Hydraulic Road. Thotraffic sigualization improvements at this intersection shall be constructed When tile Comity or VDOT request installation of stallf, but in my event pricy to the issuance ofa certificate of occupancy for my building in Blocks A, B, C a D, provided that such signal is warranted by the traffic volumes or is Otherwise approved by VDOT. B, Owner at its expense shall engineer, bond and construct traffic signalization improverleas at the intersection ofDistrict Avenue and U.S, Route 29. The traffic signalization improvements at this intersection she] I be constructed when the County or VDOT recluest installation ofsuch, hut in any event prior to the issuance of a Certificate of occupancy for my building in Blocks E, F or (3, provided that such signal is warranted by the traffic volumes of is otherwise approved by VDOT, provided than such signal is warranted by the briffic, volumes or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand ofthe County, but no earlier than the issuance of a building permit for my building within Block F, the Owner shall reserve fight - of -way along the northern edge of the puking lot in Block F of the Property for a future street connection to Conimativeallit Drive through the "Comalial Property" (TM 61W-3-1 8). The future connection vvill be a two lane finality, Upon the request ofthe County, the Owner shall engineer, bond and construct both the on. site and the ofr-sitc Ponmis; ofthe connection to Commonwealth Drive on the "Coandial Property" provided that casements mid acquisition of right-of-way as may be necessary for such Construction for the connection through off-idta properties for this Improvement have basis granted at no cost to the Owner, and the request for such Connection through the off -site property is made by the Comity prior to October 15,2020, Upon the request ofthe County, the connection shall be completed by the Owner within twelve I 2) months fiecar. the date of satisfaction ofthe conditions as set faith above. 13. Other "Super Black" Street Connections: 'the Owner shall reserve land and grant construction and permanent access easamsits or right of way at no mperse to the Comity for the purposes of future constrawori (by others) of inter -parcel street connections within the "Super Blocle'at the following locations; Houston Street (formerly known as First Street) (to west to Commonwealth Drive), Blackbird Lum (formerly late" as'llbird Street) (to west to Commonwealth Drive), District Avenue (formerly known as Cedar Hill Road Extended) (in Block F north to "Conadird Property"), District Avenue (formerly known as Fourth Street) SHEET REVISION BY I DATE Original Proffer: Amendment: X (between Blocks F mid G north in "Comidird Property"), Swanson Road Extended (to north to "Speary Property") and at two additional locations into Spicily Property. The locations for casement or right of way reservation mid dedication me as generally depicted oil Exhibit A and labeled thercom as "Future Extension." However, the locations End members of such inter-parcul street connections may be modified by the Owner upon a variation granted by the Comity Planning Director. These Comment or right of way locations shall be identified, platted and dedicated at the request of the County in conjunction with subsequent site plan applications for Stonefield. . I 14. Substituted Transportation Improvements. A. In beit of constructing the iinjil oventents referenced in Paragraph 8(B) herein, which Paragraph 8B) refers to certain off -site improvements in the City of Charlottesville at the northwest quadrant of the Hydraulic Road/Routc 29 intersection, tied also other happrovestrints along the City side of Route 29 between Hydraulic Road mid Orecaribrior Drive, which improvements us collecovely hereinafter referred to as the "Parragraph 8(B) Improvements", the Owner may elect, in its sole discretion, and on the terms and conditions contained in this Paragraph 14, to contribute cash to the City for certain transportation improvements in the City known as the 'Utc. 29i250 Bypass Interchange Improvement Project" identified as VDOT and City project number 0029-104-248 (the "Substituted improvements Projece), B. In (lie event the Ownerclects towntributeaush toward the Subiditutedlanprovements Project (the "Owner's Comi flortiorl in lieu of constructing the Paragraph 8(B) Improvements, the following terms shall apply; 1. Tile Owner shall notify the County's Director of Canonicity Development (the "Dimatur") in writing of its election within sixty (60) days after the approval of the first final site plan for Phase I of Slonefleld (ttie "Notice"). The Owner shall also send a copy of the Notice to the City Development Services Manager at the same thiss it is sent to the Director. 9_ The submission ofthe Notice to the Director shall suspend the deadline for the Owner to submit the Plans (as "Plans" is defined in Paragraph g(B)) to the City, ifapplimble. 3. The meant oftlie Owner's Contribution to the Substituted Improvements Project shall be subject to a written agreement between the Owner and die City (the "City Agreement"). Within ten (I 0) days after fLdl execution ofthe City Agreement, the Owner shall provide a copy oftbe City Agreement to the Director, 4. Within six (6) months after the Notice is sent to the Director, or within sixty (60) days after execution ofthe City Agreement, whichever is later to occtfr� the Owner shall contribute a portion ofthe Owner's Contribution to the City in the amount of One Million Dollars ($ 1:000,000), less any amounts credited by the City and VDOT to the Owner Ear planning and design work on the Paragraph 8B) Improvements (the "Net Contribution"). Haber Contribution may be in the Form of cash or a letter of credit issued by a bank approved by the Original Proffer: Amendment: X City, or a Combination thaeof. 'file City Agreement shall set faith the terms ofandschedule for draw down of the Net Contribution. 5. In the event that the Substituted filmonvunicarts Project is terminated, or no flat otherwise been completed (as described herein) within thirty-six (36) months after the City receives the Net Contribution (which thirty-six (36) month period may be extended by triumal agreement of the Chadaftesvilte, City Manager and the Albemarle County Executive), and upon the City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward fluids equal to Five Hundred Thousand Dollars ($500,000) to the Comity for funding transportation improvements in the victimLy ofthe I fS. Route 29/11ydraulic Road intersection identified in the County's Capital Improvements Program. In the eventsuch funds have not been expended by the County for the stated purpose within ion (10) years from the date the funds were contributed to the County, all unexpanded funds shell be refunded to tile Owner. Construction ofthe Substituted Improvements Project shall be deemed complete when tile improvements are accepted by the appropriate public entity or are bonded for the entity's acceptance. 6. Notwithstanding the provisions ofParagraph 14(B)(5) hereirt, upon the City's reacipt of the Net Contribution) the Owner shall be relieved ofamy obligation to construct the Paragraph 8H) Improvements. (Signature Pages Immediately Follow) Original Proffer: Amendment: X WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited Liability company B� t I W McLean, Presidesit ALBEMARLE REALTY (F&A), LLC, a Saudi Carolina limited liability company . BY: Edens Realty, Inc., a South Carolina Corporation, its Sole member I' A NkLmn, �pmndmt � Original Proffer Amendment: X THE HAVEN AT STONRITTELD, LUC a South Caralmajinalted liability compally PY: 'Ssh---� >lkt�4-1 4e�it, ,,h,,,_,� BY: - 0, V PrintedName "i;Z/V-r6, C45�., . Title: - P�I.J,_& - op -st P ,,. No. 94226' _;y) If- 14 10NAL V;� .A * COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gamble FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 2011 - RE: Albemarle Place (Stondald) Preliminary Site Plan, March 21, 201 1 Determhuathtms�Under Section 8.5.5.3 Section 8.5.5.3 of the Zoning Ordinance allows the Director of Planning to allow a site plan to vary from an approved general development plan or code of development In the Neighborhood Model District If, among other provislonst the director Calamities that the variation is in general accord with the purpose and intent of the appirsoved application plan and cocle. The following Is an analysis of certain ficestures previously Identified or curnintly being requested to vary from the appro ved application plan and code as; they relate to the current site plan (datied Ma consistent with the plan and code or varlatlarls allowable under Se rch 21, 201 1). Featurei; cdon 8.5.5.3 am so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in S125106 variation) The proposed relocation of the theater from the southwest corner of the site to a location along Hydraulic Road east of Cedar Hill Road varies from the application plan that prescribes towshouses along this portion of Hydraulic Rcad. The intent of the townihousei was; to eactivate?' this edge of the project and provide a visible tramition from Hydraulic Road, an Entrance Corridor, to the back ofthe 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 substitute for the townhouse units shown on the application plan, most particularly to the satisfaction of the ARB. This is an allowable variation provided that all ARB conditions are complied with, Second Floor Uses (Previously addressed in 3125106 Variation) The application plan Illustrated uses an both the first floor and upper levels throughout the project, Will a vertical mixed use would be a positive and depil rable feature of this development it win not a requirarrent ofthe application plan and code. Thus, the site pin Is considered consistent Block A (Previously noted in 9/28109 Advisory Comments) Parking lots adjacent to Rt 29 and Hydraulic Rd. in the initial plan am to be relegated (that is that it Is not any closer to the sweet than the front line ofthe buildings along the strust) and/or screened to the satisfaction of the ASS. Block B (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt 29 in the initial pin are w be relegated (that is that It is nor any closer to the sweet than the front line ofthe buildings along the sweet) and/or screened to the satislacdon of the ARB. Block C (Previously noted in 9/28109 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) epocept for restaurants, outdoor carp, and retail Mosla in Block C. Block E Nate 3112ID7 variation, if still applicable (attached) 412911 1 Variation Requests: #a 1, 2 and 3 - Changes to the location, design, layout size and Orientation of each plus, Civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permisidble as depicted. Nat 4, 5 and 6 - Modifications to allow for the width of slidewalks. planting strips and plarraters can be granted consistent with the findings under Section 8.5.5.3 (c) as you have presented subject to: a minimum sidewalk width of Ybetween planting sprips/boxes and the interior edge of sidewal ks; no parking overhang onto sidewalks In Parking Icts next to sidewalks; and all planting stripslaoxes located between edge of stimin "it sidewalk and a minimum of St. #7 - Change to the design of Stonefield Blvd. fircinnq four (4) lane section to a (2) lane section n noted can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County EnglineenVIDOT approval based on applicable traffic studies. #8 - Change be, the layout and orientation of parking spaces alongtinglewood Drive such that the spaces are oriented perpendicular to Inglewood manot be granted as Inglewood will function as a parallel street to the narrowed Stonefteld Blvd. (see 47 above) and such pairrWhill is nor in general accord with the purpose and intent of the approved reaching for the Albemarle Place street system. Parallel parking is desired, but It Is possible for angled parking an be considered under County regulations (provided this meet Is appriaved as a private streal, dependent on'the Impact of the angled parking to the functionality of the street 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.) a you have presented subject to County Engineer approval. #1 1) - Allowance of Swriefied Blvd. ar the only road dedicated to public use within the project is ain option permitted on pages 28 and 29 of the Code of Development under "Sweet Classifications" and is subject 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 Enginew/VDOT approval based on applicable traffic studies. #1 2 - Modification of the Block D and Block E boundaries is granted consistent with the findings under Section B.S.S.3 (c.) as you have presented and Is permissible as depicted. #1 3 - Allowance of sbc (6) story hotel as long m it is no taller than ninety (90) feet is granted consistent with the findings under Section 8.5.53 (c.) as you have presented and Is permissible as depicted. #1 4 - Modificutlon to allow for S'minimum sidewallo along exterior of rear of some buildings can be granted consistent with the findings under Section 8.5.5.3 (c.) let you have prepiented subject to no parldng overhang onto sidewalks In parking cis mon: no sidewalks. 01 5 - Changes to the width of the beer area at the western edge of the project property to a minimum of I C' Can be granted comistem 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 ajpplicdbla� including screening of objectionable features. 5/13/11 Variation Request: Replacement of North and South New Main Sweets between Buildings D I and D2 with a single road Is granted consistent with the findings under Section 8-5.5.3 (c.) ps; presented and is perinissfible as depicted. Please nom that development under this mquest is still subject to all other applicable zoningt site plan and building permit provisions and thus variations do nm supersede those requireanems. 0 f st A� �t g _� , I t7wlfo_� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Read, North Wag Charlotecoille, Virginia 2290245% Phone (434) 296-5832 Fax (434) 9724126 November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA201300009/Albomarle Place/Storurfield Proffer Amendment TAX MAP 61WISECTION NPARCELS 19A, 19B, 23,24 and 25 Dear Mr. Teets: On November 13. 2013, the Board of Supenfiscus approved the above noted NMD rezoning application subject act the application plan dated October 21 o 2013, code of development dated October 21, 2013 and attached proffem dated November 13, 2013. Please referto them 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 us" 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 ofa ZONING COMPLIANCE CLEARANCE. Before processing with further use of this Property or should you have questions regarding the some - noted action, please contact Raba= Ragsdale at 296-5832. S rel y, � . 7 Director � of In ni L _\ � Q V. Wayne Cili �rg &� or of P� I man no r� CC: Albemarle Place EAA P 0 Box 528 "_,� Columbia So 29202 File Albemarle Place/Stonefleld PROFFER FORM AMENDMENT TO PROFFERS Date: November 13,2013 ZMA # 2013-00009 Albemarle Place/Stoneficid Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019BO (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be razoned to Neighborhood Model District (NMED) This instrument amends those certain Proffers dated March. 13, 2012, for ZMA # 2011-00007 Albemarle Place/Stoncifield ("ZMA 2011 Pmffus"), Except m expressly amended herein, the ZMA 2011 Proffers shall remain unchanged md to the extent that my terms, conditions and obligations Contained in the ZMA 2011 Proffers have act been fully met, such terl conditions and obligations shall remain in full forw 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 "Let D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonel Jack Folmar Magisterial District, Albemarle County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is of record in the Clak's Office of the Circuit Court ofAlbermale County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Storatifleld, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 06 IWO-03-00-019130, which parml is shown as "Lot E2" Containing 7.638 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Stonefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tu map parce) 061WO-03-00-019BO, which parcel is shown as; "Lsot DT', containing I.01 0 items, 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, 061WO-03-00-02400, 061WO-03-00-02500, and the residual pardons of tax map parcels 061WO-03-00-019BO and 061WO-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 them profficn, Albemarle Place EAAP, LLC, MacFarlane Strinefield, LLC, The Ilavent at Stairefledd, LLC, and Albemarle Realty HS&A), LLC are collectively referred to herein as; (the "Owmpr'�. The term "Oviner" as referenced herein shall include within its meaning the owner of record and successors in interest. Tax map parcels 061WO-03-00-019AC, 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03- 00-02500, and 061 WO-03-00-019BO-(including the lots created them from pursuant to the Lot D ENGINEERS SURVEYORS PLANNERS PO Bmi 41 19 ties Olympia Dr. Suite I L,nchauu&VA24502 Charlorewill,VAn9li Phone 434,316,6080 Plume 434984�2700 .weussociocs.tat Original Proffer: Amendment: X WITNESS tile following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B - 14. ,'�.-d-t ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability Company By: Edens Realty, Inc., a South Carolina corporation, its Sole member - vf � , , wi, r I I I , �, . . . �� Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina liniiied liability company By� Printed No= - Title: MACFARLANE STONEFIELD, LLC a Virginia limited liability company , BY4��4� � Period Nmnc:0k4/v1,'.5 �- AAt9(,4V1a,,,_ Title: -LA.aze dr1i ilk: ,44", �el 0 U DESIGNED BY., PROJECT: JDB DRAWN BY. JOB TITLE: DIHR BY. HFW . WWA NUMBER: FILE NAME: 904003C-ND-4.dwg 219040.03 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 ail 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. ... 1, 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, - . &�J�P� 4/1� " � - Clerk, Board of County SuP1,1111sors _ a Nav Ay _ Mr. Gallaway Y Ms. LaPisto-Kidley y - Ms. I Y Ms. McKee[ 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 WNV Associates, dated October 21, 2013. 2. Ali rooftop mechanical equipment must be fully screened from the view of adjacent properties and adjacent public streets. 3. The following major elements of the development must be in general accord with the application plan for this Special Exception Request entitled "Special Exception Application: Stonefield Block Dl', 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- I FINAL SITE PLAN ALBEMARLE COUN7Y. VIRGINIA DISCIPLINE: SCALE: DATE: CIWL H:AS SHOWN 0212o /no V.- NIA O/ Z SET REV. NO. 3 DRAWING NUMBER: C-5 SHEET NUMBER: 5 of 12 EX 15' CENTRAL TELEPHONE ,1: ` EX 95' POWER 1 I _ _ i I PUBLIC EASEMENI COMPANY ESMT �z ESMT 00 D.B. 4282 P. 743 I D.B. 4160 I I -,-._.: - _ °"-• -.\, :. _ . Q D.B. 224 P. 145 T I \ 1 I i e- � D.B. 741 P. 249 LIP -..., _.. - _-___ .d-. - -,e • _ _.;'. + + ®-. 23` INGR S/EGRESS I 3 z EASEM/ Q I - INGLEWOOD DRIVE EX 20' ACSA WATER EASEMENT 4135 P. 249 EX 12" - C9 �i _ ..: _ D.B. 39 P. 331 I c 0 I+ _ _ WATER LINE I DECIDUOUS W - `$ \ -6" I w W W W STOP TOP=499.86 I // - ., i \\ THE TREE W W DROP INLET RATE W W W R I W = E N DECIDUOUS W W TREE W YARD INLET G W '� UT 48 fi" DECIDUOUS GRAATE TOP-505.37 DROP INLET wSIGN SANO� 8.0 SAN X SAN q- W , + TREE T0,-505.60 S=RATF__ W - g ` t TOP=500.28 BM PK NAIL EL=500. _ t N80°211 '.13.,E : e NO LEFT .�-- W --�' 6" DECIDUOUS e - 208 4 / TURN SIGN �ry SPE25 LIIGN BM PK NAIL TREE. < RAILING y .a 8 _ _ - 4' a. LP a... ae 1.79'.: W I _ `6„ EL=518.26 LING a - ' e zu's EASEM DECIDUOUS + + IF THIS DRAWING IS A REDUCTION *GLET1,O w W M J I V I = DECIDUOUS TREE / 8" 6"' QECIQUREE P D �V 0D _ 0 6•• TREE / TREE / TREE �. s GRAPHIC SCALE MUST BE USED DD �� .. TREE � - .. < o 'VjTE I I - D€C14UOUS-- P /� / 3' �'.e `PEED LI _ TREE � 5 SIGN SCALE: 1 20' z" - / JU TIOT / 6" DECIDUOUS �L1USH ... / 4'" WALLI N80°21'13"E l / JUNCTION / STOP /'T111E _ _ DRAIN IPE 13.50' 4" WALL SIGN BOX S37°O6'30'W -_ BLOCK 6" D CIDUOUS 7 /.: e.-d-023°21'47" INV=5 9.79 / DRAIN PIPE 4" DECIDUOUS � DECIDUOUS + I - . RETANING R=203.50 INV==504.32 / TREE TREE - THE - 20 0 20 E 25.95' e 4.-. =005° 100 WALL CL=8241 ' 4" WALL fi" R=126.5131, 0" L=8298' r DRAIN PIPE l DECIDUOUS DECIDUOUS I CL= CHD=S23'40"06"W/ INV=7506.20 / TREE 6••� TREE / -°. LP g -' 11.4Y DECIDUOUS U7 _ D=S17°33'S5"W TREE 1 Q dry w 9 W I I 4=022°07'39" 4" WALL - I 127.50' DRAIN PIPE 8" - EX 12" I o . CL=48.93' INV=511.68 DECIDUOUS/ +. WATER LINE _ L 49.24' LP TREE 6" � o / CHD-N26°02'41 "E ck DECIDUOUS 6„ �. a' a DI A -- 4" WALL / TREE / / DECKOUS DRAIN PIPE 6" / f. LP*. / /. L EE SI DECI UOUS R / J Q . I/ INV=513.64 4=008°09'46'" d 3 a REEi 23' INGRESS/EGRESS I WI EASEMENTRID L _28.7 / ,/ � IT- D.B. 4135 P. 249 CHD=N 16°04'05 "E / i �: / < 3 vl Z V it 1 3 I rn Q may I v.. DECIDUOUS / 6,� / 6,. / 6�� o ' ° DECIG�UOUS I v 'a DECIDUOUS DECIDUOUS DECIDUOUS 3 t\ T --- N �I J TREE / l TREE I TREE � / TREE / TREE � o ? � � I HYATr PLACE II Q I DECID OUS I DECIDUOUS / /: 6"' / 6„ 6•, LP TIME 61 W 03-24 ` -a MACFARLANE STONEFIELD LL TREE DECIDUOUS D CIDUOUS // DECIDUOUS ;• _ ..a I T �EEI I / TREE / TREE l TREED a _ ZONED NMD D.B. 4165 P. 1 [� I DEC DUO U / ( r / q' " 6 tI1J DECIDUOUS , I Ile. THE ae TREEDO I / Ie . QI RIGHT TURN -s. l / /_ - / 1 <. o `� ONL' SIGN e a / N H a. BLOCK D-3 II EX VARIABLE WIDTH BUSH 1 HYATT PLACE HOTEL POWER ESMT �u c Qe 6 STORIES r„ D.B. 4160 P. 199 0l � CD 4 / / 9 FFE=496.5 1 I8' DIAJ DECIDUOUS DECIDUOUS / 6gk6"/ �6 0 l TREE l DECID OUS -�a TREE I l e I BUS � TREE TREE DECIDUOUS DECIDU US BOCK D-1 TREE 6" 6„ ¢ _ LP I I / /A DECIDUOUS / DECIDUOUS /lDECIDUOUSDECIDUO VS-8' D�. /REE TREE BDs\ TREE TREE aa< / f � , � I 1Ae I� � � I I I � I I / IL ;` �I I 1.4 I DECIDUOUS ,/ J .. l 3 n= - DECIDUOUS Y I / > LPG l REE 8' DI/. BUSH - LR' � I �P TREE I d - ,e I COMCAST .... I � / / / / / / � ..FILTERRA - - o VAULT / DROP INLET INV=494.67 II NTELOS VAULT l e TOP=494.87 HANDICAP. _a e V7 I 18 DIA. ( / PARKING 13 � / 4 SIGN I 8' DIA 61 6 6" DECIDU US HANDICAP 6' I BUSF� / DECIDUOUS DECIDUOUS fEE PARKING SIGN r e I 3 DECIDUOUS / TREE / S7 TREE DECIDUOUS _ I TREE i ro I� SIGHT DISTANCE / DROP INLET M^SCELLAN�EOU - a SOIL DIVISION LINE 63 � EASEMENT / roP=494.es 62 SIGN + a a QI SOIL TYPE (TYPICAL) ' (TYPICAL) 64 07D.B. 4135 R 249 3 43.6 �e DECID ouS THIS SHEET; DR� INLET „ D DROP INLET SEE SOIL DATA , RIGHT TURN / TOP-501.45 D DECIDUOUS 5 TOP=494.17 - SIGHT DISTANCE ONLY SIGN l a E � \ \ / / � � I TREE �� > : 8" -LCN / _ I J CTION BOX e _ - ® t D.B. 4135 EASEMENT 8. / STOP _ ELECTRICAL STONE DECID \\ I =011°40'27" - - '\ - - - - - "®_- - - - - �208.53 - - - - - P5 ° _ STO k d_ ! ---------- ---_-_ __-__-_ ° 3 SIGN - - WAL� \ .�.� R-260. i' \� 50.77 �e e i vI DROP INLET \. \. CL=52.8 " i \'ems _ - �_ f7.5�Qa w - .. Q . e' TOP-514.83 ,� . � - � . � \ � \ � \. L=52.98' �> . e 1 I D / _ N24°27'48 "E\ ✓ e LP .3 - p LEGEND rn ?I / �� ra•3 46.5 TURN 21C - .. SIDEWALK i I : RIGHT S09 38"30'E -�LAND$GAPED `. � `_ � � � � � � - � DROP INLET MAINTENENCE - 8" PARKING 46.4 3' DIA. 3 13.1 � 43.5 � -SOIL BOUNDARY I N41 °00'51 "E �- AREA TRANSFORMER LP GRATE EASEMENT DECIDUOUS SIGN BUSH 21B Q. - - - TOP=500 46 5 - - - - -F a -' g" D. B.E 413 TREE DECIDUOUS P. 249 8 TRAFFIC e.�. ^e` DECIDUOUS TREE DISTRICT AVE. 8" DECIDUOUS DROP NLEr GRATE 3 i��' CROSSWALK .a DROP INLET PEDESTRIAN DECIDUOUS TREE m C9 POST 46.6 GRATE TREE f OP-494.29 - 88 - UDORTHENTS, LOAM(, o _ _ (-POSSING I TREE IN IN=48g.1 a - 2 TO 25 PERCENT SLOPES c TRAFFIC . (i AHEAD SIGN 46.7 TOP-505.43 I INV UT=488.04 Na3-11'oz"E LIGHT a" � _ _ HYDROLOGIC SOIL GROUP (NO RATING) Mo 26 37' POL DECIDUOUS 3 - _ K FACTOR, WHOLE SOIL RATING (NO RATING) 8-• TREE / VARIABLE WIDTH EX 20' ACSA WATER EASEMENT EX G SLINE EASEMENT K FACTOR ROCK FREE RATING .(N O 24 TRAFRO- _ SDMH e _ _INGRESS/EGRESS EASEMENT D.B. 439.1 P. 331 D.B. 186 P. 321 ' O Q VAULT / I TREE DECIDUOUS .` 8" TOP-508.55 - D.B. 4135 P. 215�249 - - - 3 - I I I 27C - ELIOAK LOAM cD DECIDUOUS - , TREE EX I E D.B. DISTANCE EASEMENT I I _ - 7 TO 15 PERCENT SLOPES j I ! TRAFFIC WATER LINE D.B. 4135 P 249 e , o STO REF IELD / , 1=011ii *39'25" VAULT / w W W w w w w w w w w w w w w w- HYDROLOGIC SOIL GROUP B o I MARQUI SIGN / R-94. 0' w W - SIDEWALK W - W K FACTOR WHOLE SOIL RATING .28 a ✓/ r MAINTENENCE W I W I D JUNCTION I GL=19.G9' EASEMENT Y TO DISTRICT- K FACTOR, ROCK FREE RATING .28 4? (n I BOX i-19:12' s' D B 4ri-35 P. �49. - - ° a AVENUE BIOFILTER � CHD= 36'07'45"E 46.8 - -+ I._.. m - ry a � e.. a n 34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES e = HYDROLOGIC SOIL GROUP B m D II - + c 4 W- - - - - - - _ K FACTOR, WHOLE SOIL RATING .24 - � _ _ -� _ _ - - - K FACTOR, ROCK FREE RATING .24 �yTH OF DESIGNED BY: PROJECT SET BLOCK D-1 SET REV. N0. ENGINEERS JDB FINAL SITE PLAN 3 0p � f �j , � SURVEYORS oP^wN BY., KTAd ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: o V �LI PLANNERS TITLE: * Lic.No. 267 a DIHR BY. EXISTING CONDITIONS C-6 i po �W ASSOCIATES HFYV SHEET NUMBER: �_IyF-,2 tt PO pea na&VA2 46801ymp11DVAnte WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 1 Lynchburg, VA19 8 Olympia e, , Suite �SStO ECG Phone 434,316,6080 Phone 43498a2700 CML H: 1 "=20� fj Of 1 2 NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NAL ..sa�e.net 219040.03 904003C-EX-i.dwg V: N/A 02128120 EX 15' CENTRAL TELEPHONE :.: °` EX 95' POWER � � COMPANY ESMT � ESMT I 0 0 � i I PUBLIC EASEMENT I �z D.B. 4282 P. 743 I D.B. 41 fi0 I I -,-._.: - _ °"-• - .\,:. _ . Q D.B. 224 P. 145 I \ 1 - I � D.B. 741 P. 249 .,- -..., _.. - _-___ __-- _ _ _ /EGRESS /I v I REtnCATE EX NG Ex 20' AGSA WATER EASEMENT 135 P: 249 ��; IRE HYDR INGLE`VQQD DRIVE D.B. 4391 P. 331 EX 12 A DEMOLISH _ WATER LINE I+ I I / - - Q � 6 DECIDUOUS w W W - W - W - W - W STOP~ - - TOP 499 86 - - _ / I� _ _ _ ASPHALT 6R DECID -EW TREE W W DROP INLET YARD INLET GRATE W W SIGN / UT=488.0 E 8" S N \\ UOU W _L • - W 6" DECIDUOUS _ W -- -• W TREE 70P=505.60 TOP=505.37 DROP WLET W NO��- S X SAN A- I W N �1 d W SA AN W _ - - - - - - - - - - _ PK NAIL - --- + wLP � W / EL EL=500.08 a ' xy .a.. . ' : e L .. NO LEFT :�-- NI -- --�' - 6" DECIDUOUS a°- - < . -- -- - t�� N80'21'13"E ' j TURN SIGN SPEED LI IT TREE. - R LI - . -- - - 208. 4 a LP C5 1.79',: ° 20D .4 97SP.M 33 4 25 IGN - BM PK NAIL _ - ° _ w I _ 6 EL=518.28 LING 4 v. /. DECIDUOUS < - £ e < W - 6 - e + + �G V � � TREE � S DRAWING IS A REDUCTION � W � M = DECIDUOUS � 8'" 6"' DECIDUOUS TREE DECIDJOU LEWQ o � I GRAPHIC SCALE MUST BE USED O I - 6' - TREE s RIVE _ D€csuaus- . P REE _ 1 25 SIG a Ir < o TREE 2s slcN SCALE: 1 " = 20' COMCAST 6 DECI T1 H " D U,� BUS - 4" WALL/ N80°21 3 50' l / JUNCTION / STOP TEE �N DRAIN IRE 73.50' 4" WALL SIGN I Q / .: _ - d=023°21'47" V=5 9.79 / DRAIN PIPE OX 4" DECIDUOUS 6ZE S37°os'3o'W BLOCK RELOCATE EXISTING s" D cIDUQus C7I 25.95' - . ' RETANING R=203.50' INV==504.32 TREE THE US - 20 D 20 �. - .,C ¢a<: .ice DEC DUO oa CL= cC=1oo WALL cHD8sz34o'D6'W wDRAI PPE TREE BOM ABY OTHERS JUNCTION DECIDUOUS Dlg REMOVED I E / / _ Tor a R-126. L=8298' r DRAIN PIPE DECIDUOUS BOX ) 3' 8 .. \ I - tor' s TREE AND RELOCATED / . LP I - = n°33'ss"W / CONTRACTOR SHALL PROVIDE SHOOING rD6CE uous CONCRETE / w w w I I d 022°07'39" 4" WALL / _ '.� - 12750' DRAIN PIPE TO PROTECT EMBANKMENT AS RETAINING 8 WALL/IS REMOVED. CONTRACTOR/SHALL SIDEWALK TO BE Ex 12" L 4893' Nv=s11 s8 DEaououS/ PROVIDE SHORING PLANS TO ENGINEER / DEMOLISHED WATER LINE I a, REE s" + a o cHD� N2s'o2'a 1 "E DECIDUOUS 1 O7 APPROVAL. / 6' 4" WALL TREE DE- UOUS 6„ a uia .� / DRAIN PIPE - LPd/ / LP TFj�EE � DECIDUOUS /fir = P DIA. � '� � Q INV. 513 64 4=008°09'46- � � � TREE _ W� R 201.50' / % a 23' INGRESSIEGRESS DEMOLISH EXISTING CL-28.68' EASEMENT RETAINING WALL D.B. 4135 P. 249 L=z8.71' AND HAND RAIL GHD=N1604'05"E Z x / a H 6'CD _ 3 M tl' DECIDUOUS 6" 6„ 6,. _ 6" D 1 DECI UOUS I l� - J TREE DECIDUOUi DECIDUOUS DECIDUOUS N. : / i l TREE 1., - f/ / TREE TREE TREE I3� NL Y I 6" / / / I HYATT PLACE h' Q �6 I DECIDUOUS 6" 6" 6"� MACFARLANTMP EISTOONEFIELD LLC DEaouous / DEMOLISH AND REMOVE D aouous DECIDUOUS l � TREE TREE DECIDUOUS TREE % TREE a p " I 6:. I REE / EXI PANT STRIPING, CAMPG ASPHALT, ING / / DEMOLISH AND ZONED NMD 4 I / ) - < D.B. 4165 P. 1 DEC DUO POSTS, ISLANDS AND f r REMOVE EXISTING DECIDUOUS TREq / LANDSCAPING AS INDICATED LAMP POST / a ORE uous EE DEMOLISH Z I < .< / a _ �I RIGHT TURN-' I � ASPHALT --- ONL SIGN ; / H _ g BLOCK D-3 I I Ex VARIABLE wIDTH BUSH � � `.a p � H'YATT PLACE HOTEL I POWER ESMT w D.B. 4160 P. 199 m Q q. 6 STORIES P Q I 6' 6„ 9 FFE=496.5 DIAJ / DECIDUOUS DECIDUOUS 6 6" 6„ a DECIDUOUS _ TREE DECID OUS BUS% TREE TREE -1 QCK D-1 / l TREE ty TREE DEC U . US I3 <> V / s' �fL 6" / 6" DEMOLISH AND REMOVE a ^ DECIDUOU DECIDUOUS OUS DECIDUOUS Q a. 8' D 4. REE THEr_ / / DECIDuoEE TREE EXISTING/ LAMP POST q BUSH / / f ERRA TO BEFILTRELOCATED �.-. 1: I 4' I .STORM INLET � 6.. a DECIDUOI US i TO BE DEa^ CIDuous I z I REE a' DIg. BUSH 1_ L DEMOLISHED ° a TREE COVAULT T f CONTRACTOR SHALL PROTECT a VAUL- � � � � FILT�RRA o_ EXISTING LIGHT POLES TO REMAIN DROP INLET wv=49a.67 NTELOS VAULT -` FROM CONSTRUCTION DAMAGE (TYP) TGP=494.87 � a �' IV7 I e 8' DIA. ( / L HANDICAP. -a' e- �� ° .BUSH I - % PARKING j SITE DISTANCE SIGN . REMOVE EXISTING 6" 6" EASEMENT TO BE 6" 18 S BUSHES AND TREES DECIDUOUS DECIDUOUS STORM INLET TO ABANDONED DECIDUOUS /EXISTING STORM DEaDu�us HANDICAP � I s" a I I AS INDICATED, (TYP) TREE / TREE BE� DEMOLISHED TREE TOWBE PIPING ' REE PARKING SIGN I DEcl�uous TREE ii ro SIGHT DISTANT- - DROP INLET ° M Sc EOU < EASEMENT DEMOLISHED STORM INLET TOP=494.85 6 SIN t a -� 54 /D_e. 4935 P. 249 (TYP) TO BE 43.6< I1 ` 6.. REMOVE EXISTING DRgP INLET (TO BE DEMOLISHED 61 �I D4 DECID OUS ABANDONED DROP INLET TR LANDSCAPING TOP=501.45 D E" DECIDUOUS TOP=494.17 RIGHT TURN I ONLY SIGN I " E � � � STORM INLET TO � - __ RELOCATE EX9STING TREE c, I s1cHr DISTANCE O BE DEMOLISHED y + D. e. 4135SEMENT 3 \ / STOP - / ELECTRICAL OUNCTION EL AL 2491 c] Q .< DECID Il I - -S4GN STONE \ TR d=1 1 °40'27" \ - - - - P� SIGN _ - o�_ a.. GS _ \Q ' 9 _ I DROP INLET � ux � -�.��.��: CL=5289 < ° a e V I 3 TOP=514.83 _L=52.98' _ _ I . N24°27'48"E\ LPG /43 POST TO B So93830 o LAMP E TURN .. .�..�. - SIDEWALK RIGHT - „E �LAND$GAPED ` � `- � � � � � - � _ DROP INLET RELOCATED (SEE MAINTENENCE - 8" PARKING 46.4 3' DIA. 3 13.1 � 43.5 -- O \ FRfiNSFORMER LP GRATE HO OMETRIC PLANS EASEMENT DECIDUOUS SIGN BUSH N41°008.3b' - -� AREA TOP=500.46 P D.B. 4135 TREE Q. I a � a T I GAS LINE AND - _ FOR DETAILS) P P. 249 B" II EASIMENT TO 43.4 CROSSPOSI T < "^ \. ..\ \ a 46.6 DRO E INLET TREE DECIDUOUS PEDESTR AIDUOUS �D BE 1 DECIDUOUS DECIDUOUSTREE TOP=494.29 m - D ie- I _ _ TREE DISTRICT AVE.DROP NLET GRATE BE ELOCATE O - CROSSING _ TREE INV IN 489.14 I TRAFFIC / 46.7 TOP-505.43 AHEAD SIGN INV OUT=488.04 N83'11'02"E LIGHT 8" - - - _ 3 2637' POL DECIDUOUS - -_ 8" - TREE ' CONTRACTOR TQ VARIABLE WIDTH EX 20' ACSA WATER EASEMENT II EX G�SLINE EASEMENT CONTRACTOR SHALL PROVIDE TREE o TRAFFIC - SDMH e - INGRESS/EGRESS EASEMENT D.B. 4391 P. 331 D.B. 418E P. 321 PROTECTION FOR ALL TREES TO REMAIN. o VAULT DECIDUOUS 8" TOP-508.5s SAW -CUT -EDGE OF D.B. 4135 P. 21 &-24 - - - a, q / I I TREE y e ` DECIDUOUS - ASPHALT TO BE - - 3 TREE DEMOLISHED P EX 1Nf SIGHT DISTANCE EASEMENT j Tf�AFFIC ) WATER LINE D.B. 4135 P 249 sro Er1ELo i 4=o19'3s'zs" VAULT / w w w w w w w w w w w w w w w w- LEGEND O ARQUI SIGN R-94. 0' W W SIDEWALK (� BE W W W_ a MAINTENENCE IN JUNCTION r10N- I CL-1909' I EASEMENT RELOCA m a AVENUE BI TO DOFTRTER a) I CONTRACTOR SHALL PR CT eox s s6�1s.12' -+ m --- =AREAS TO BE DEMOLISHED cn EXISTING MARQUIS SIG FROM CHD=1g36`o7'45"F 46.8 --= CONSTRUCTION AMAGE . .a a)- o _ _ - - - - - - -mow- = DEMOLISHED RE TO / a - � - - - - EXISTING FEATURE of 1 ADDRESSED COUNTY COMMENTS JDB 05/21/20 �yTH OF DESIGNED BY: PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. ENGINEERS JDB FINAL SITE PLAN 3 0p � f rM SURVEYORS Dw,wN BALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: KTM PLANNERS TITLE: * Lio. No. 267 a DIHR BY. DEMOLITION PLAN C- 7 i po �W ASSOCIATES HFYV SHEET NUMBER: �_IyF-,2 tt PO Bcx129 4601ymi Olympia e, DV WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 1 88 ll, SuitMIe L}mehb.ag, VA �SStO ECG Phone 434,316,6080 Phone 4349842700 CML H: 1 "=20� 7 Of 12 NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NAL a e.� 219040.03 904003C-EX-2.dwg V.-N/A �2/2O/Z ►] ITEM PROPOSED AREAS (SF) 'APPROVED AREAS (SF) GREEN SPACE +l- 21,763 +/- 18J11 CIVIC SPACE +l- 23,814 +/- 11,843 OPEN SPACE = GREEN + CIVIC +1- 45,577 +l- 29,954 SUMMARY: PROPOSED GREEN AND CIVIC SPACE AREAS EXCEED APPROVED AREAS. II ■II �I I PI II� % I l I I / / �\\\ / �L N \EE\F� MAI��TCNA��T ' rT �DDI `IONAq F L II TABLE B: RECREATIONAL SPACE (IRS) RATIOS ITEM PROPOSED AREAS (SF) BLOCK D-1: RECREATIONAL SPACE (PUBLIC + PRIVATE) +/- 5,358 PUBLIC +/- D PRIVATE +l- 14,121 PROPOSED IRS RATIO OF BLOCK D-1 AREA +I- 13.07% (AREA / 108,029 SF BLOCK D-1 AREA) TARGET IRS RATIO OF AGGREGATE IRS OVER TOTAL DEVELOPMENT 2 +1. 1.67% SUMMARY: PROPOSED RATIO OF RECREATIONAL TO PROPERTY AREA EXCEEDS APPROVED RATIO FOR OVERALL STONEFIELD DEVELOPMENT. I EASEMENT �/ LANDSCAPED �� / UROP INLLI -NEW 8' SIDEWALK MAINTENENCE & `8" 4` b•+� 3 I I AREA ANSFORMER F O GRATE INGRESS -EGRESS EASEMENT WITH DECIDUOUS / \•mil/J NOTES FOR TABLES A & B - d TOP=500.46 AND ALONG NEW BOUNDARY LINES TREE TRAFFIC y _ _ �'' ' I 0E THE �U 8^ DECIDUOUS 3 GREEN AND CIVIDIN APPROVED ALBEMARLE PLACE C PACE - ULTIMATE PLAN, DATED 3 2PRELIMINARY011,REV. SITE PLAN I DISTRICT AVE. DROP NLET GRATE CROSSWALK - - o -- .a _ DROP INLET TREE UOUS PEDESTRIAN U DECIDUOUS TREE a S C7 POST 46.6 GRATE R r FOP 49A29 �- - 2 — 46.7 TOP-5o5.43 CROSSING TREE INV IN 489. 14 AS DOCUMENTED IN APPROVED ALBEMARLE PLACE PRELIMINARY SITE PLAN, TRAFFIC _ _ — AHEAD SIGN I — INV UT=488.04 ULTIMATE PLAN, DATED 3-21-2011, REV. 1. LIGHT I POL DECIDUOUS -- -- 8" TREE ' VARIABLE WIDTH EX 20' ACSA WATER EASEMENT ADDITIONAL ---_ TRAFFIC _ SDMH D.B. 439.1 P. 331 - - --� DECIDUOUS NGREss/ECREss EASEMENT GAS LINE Q VAULT TREE y� 8" TOP=508.55 - - D.B. 4135 P. 215�249 - - - EASEMENT }-� CAI / - I ` DECIDUOUS - - - I II MARTOJ - R'I TREE EX IN - SIGHT DISTANCE EASEMENT STO EFIELD • I VAULT / W W W WATER LINE W W W W W W W �- W W W W W— - D.B. 4135 P 249 SIGN W W SIDEWALK //�/, r MAINTENENCE W W JUNCTION " * I d ( EASEMENT TO DISTRICT BOs D.R.4ri-35 P. �4 s' - - - - _ a._ AVENUE BIOFlLTER N I .X - - � , - � 9. � -. � �- - �- - - - _ JL e \ I 46.8---- ---- _ 1 ADDRESSED COUNTY COMMENTS; REVISED BUILDING FOOTPRINT JDB 05/21/20 TH OF STONEFIELD BLOCK D-1 DESIGNED BY: PROJECT: SET REV. NO. _ 2 ADDRESSED COUNTY COMMENTS; RELOCATED GAS UNE JDB 07/08/20 vr.Q� ENGINEERS JDB FINAL SITE PLAN 3 f SURVEYORS DRAWN BY., ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: rM PLANNERS TITLE: • DIHR eY.• SITE LAYOUT PLAN C_8 Lic.No. 267 a ASSOCIATES �o D ww FIFW SHEET NUMBER: )A PO pea hbm&V 2 468Olympia 1DVA II WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �� • _ L}mchb�ag, VA 24502 Charl nesvJle, Vw 22911 SgtO ECG Phone 434,316,6080 Phone 4349842700 CML H: 1 "=20� 8 Of 12 NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NAL a e.�1 219040.03 804003C_SP-1.dwg V: N/A �2/20/z ►] e01VA J JDB 1 VI VLI ILLL1 ULIIV I\ V 1 ENGINEFRS FINAL SITE PLAN 3 �sRVE ORS DRAWN JDB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE:DIHR BY. SITE GRADING PLAN C-9 ASSOCIATESFIFYVT NUMBER: hina&V 2 46801ymp11DVAnte1 WWA NUMBER: FILE NAME:DISCIPLINE: SCALE: DATE: Lmchb�B VA19 8 ympi e,VA 21911Phone 4343166080 Phone 434994221 CML H: 1 "=20� 9 Of 'ZN0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATEae.�1 219040.03 904003C_GP-1.dwg V: N/A 02/28/20 I] NOTES, I. 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 PAD FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" 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 N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 6 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS a' r SURFA A'DA!DA e A A° A. BASE D a :e :' SUBS/ 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION c4 �2" R CG-2 SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE 1 SHEET 1 OF 1 201.01 CG-6 NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AT IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D m D D D D D a a A a a ° ° D BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 5'-0" UNLESS OTHERWISE NOTED ON PLANS OTHERWISE NOTEDON THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 1-11 M I �:]:I I M 11=1 I I-1 I r_:I 11=111=1 11=1 I =1 =1 I 11 I 1=1 I I-1 I -1 I I I MZIT_I-III-1 I I-11 �I I I-1 I I-1 I I-11 �I I I- I I II I� I II_II I-III-1I I=11 I-III=11 I-1I I -I I I "11 I H I,ITN=1Ti _I I H I F� 4"-VDOT -I 1' 7 NO. 21 A NOTES: COMPACTED SUBGRADE IAGGREGATE 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 CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES- DCURB WHEN REQUIRED (CO-2 RCG-3 IN LINEAR DETECTABLE WARNING SURFACE IAREA 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 1 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 ,'CENTER TO CENTER ALONG 8 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 10�1 MAX CONCRETE COVER 1'112'. 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 ` 1 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH x�' i- OF THE SHARED USE PATH. g MIN g.m 12;1 MA% CURB RAMP LANDING FLOOR. 12:1 MAX 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS ASp SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NLETSEE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP C. 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 \ THE BACK OF CURB. , 1f 2 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 12�1 MAX yy`-1,�N,' OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5'MIN * ` 11II �I WII�II A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE - - MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.05 II 1 II AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. AT , 2" HIGHER THAN EDGE OF PAVEMENT AT )K X( , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME m n -C o 0 0 0 0 0 0 z 0 O O0 0 0 0 0 0 c) - 0 0 0 0 0 0 0 0 LANDING RAMP + u 0 0 0 0 0 0 0 0 0 0 0 o y O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 0 0 0 0 0 5DX-65X DI BASE DIAMETER O 0 0 0 0 0 0 0 0 0 0 ,;,:,17I/�I TOP DIAMETER DETECTABLE WARNING "{--� - VARIABLE FULL WIDTH OF RAMP FLOOR _ AT BACK OF CURB T "1 0.9"-1 d" SEE NOTE 11. r BASE DIAMETER F- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME 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 CC-12 DETECTABLE WARNING SURFACE REFERENDE (GENERAL NOTES) 105 SHEET 10F 5 REVISION GATE 502 204.01 1 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 MH-IA NOTES: THE LETTERS V.D.O.T.ARE OPTIONAL, 1'-93',' DIA. IF USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION N OP OF 1%z" COVER T' WDE AND RAISED " HIGH Flm AS SHOWN. Ir u,.,,cur,. A I-W u, LETTERING SECTION A -A OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 174 ± 9 LBS. COVER 137 ± 7 LBS, B '. 1111��MEEMEM1 ■ ■ ■ ■ TOP I A II 233'U' DIA 22" CIA. i'i' X 1I SLOT 201/2" DIA O I 4" P-7 " DIA 5" 22" DIA 5" I 1'-91 DIA SECTION B-B BOTTOM xvoor SPEIFICIATIO ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER SHEET i OF 1 I REVISION DATE 224 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.06 302 �6" VDOT 21A PAVE OVER PRIME AT 0.4 GA/SY PAVE OVER PRIME AT 0.1 GA/SY PARKING AREAS PAVEMENT SECTION DETAIL NOT TO SCALE CC-12 A •5 DOWELS, B" LONG I PERMISSIBLE °1 AT 12" C-C 5' MIN. JOINTTRUCTION - 5, MIN MAX. %. y T 12'1 MI 1 12:1 MAX B �� m\ 4' MN QQQ E y y 12:1 MAX ,0 1 N JM WITH BUFFER STRIP ISEENTABLE) fSEEAMPBLEITRANSITION GUTTER PAN SLOPE - C/ A TO 20H THROUGH RAMP LENGTH 5'MIN TRANSITION GUTTER PAN SLOPE i2;t MP% TO 20:I THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 12n Mkx. S>- B-G" MIN SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 48 •1MA 20" 48 :1 MAX EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LANDING 48n MAX. z•Mln. SECTION A -A LANmNc 4e1 Max. aD� SLOPE DETECTABLE 'WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION 5' MIN JOINT CROSSWALK MeX, - i GRASS SECTION B-B OR CURB 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 20:1 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. IF ---II op 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 s 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 ■ LK CROSS CROSSWALK ja�I TWO DIRECTIONS SMALLER RADII TWO DIRECROSSWALK TIONS LL ANGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. %n " - CHAPE TO I . OONTOUR .�' OF PIPE I '9 SLOPE TO DRAIN TO INVERT ` OF OUTLET PIPE SECTION A -A TRANSEEN PI'DIIAMETERSTION WWHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. n ' \ SHAPING OF MANHOLE AND INLET INVERTS IN WITH SSHH NN THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF � SLOPE TO GRAN TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A p PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR V CLASS C7 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4'1 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE II I ' E7' SHALL BE LEFT SMOOTH MEANS HAND LNG. NONE TE E POSED. OF THE COARSE AGGREGATE SMALL REMAIN EXPOSED. • ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - • PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVDO TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION ROAD ANDGE REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING " TRAVEL LANE/PARKING 12MINIMUM 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 GRADE SOLID w M U)BEI O U CMU SHELF Q 1 CMU SHELF -I 12"x3'-O" CONT. FOOTING. STEP AS REQUIRED dT 4'-0" 1- 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 REGO.) STEPS (AS REDID.) WEEP HOLE (AS REO'DJ I I ,I ON w m � I(AS. �$ �� o [T9 STEPS REQ'0.) i. -'� > m 3 ALTERNATE JOINT �• DETAIL IXI } D IXx 11111 II IXI D IXI lulWIRE 6" X 6" - W5.5 x W5.5 WELDED FABRIC OR EQUIVALENT AREA MONOLITHIC 2" 2" �`_ .n FOOTING r LD+8"+2X B-2 DOGHOUSE WITH FOOTING NOTES, SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES. STEP REQUIREMENTS, B" (LIN. FT. FOR MANHOLES) DIMENSIONS. ETC. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. CONCRETE SHALL BE 4000 PSI. WHERE OPENINGS ARE 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 SIZE OF AL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. DIMENSIONS SHOWN ME MINIMUM. ACTUAL DIMENSIONS MAY. VARY WITH MANUFACTURER. "D" IS NOMINAL O DIAMETER. N M E IN THE EVENT THE INVERT OF THE OUTFAL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM •36" 4" 6" 18" 21" 48" 5" 6" 24" 2T' 60" 5" 8" 361, 42" 72" 6" B" 45" 54" 84" 7" 8" 60" 66" 96" 8" 8" 661. 72" 11 9" 8" 78" 84" 120" " 10 8" 90" 96" 126" 101 8" 96" 102" 144" 12" 8"1 108" 1120" OR PONDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER, I7 DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. y} ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ROAD AND BRIDGE ❑ STANDARDS SPECIFICATION STANDARD PRECAST BASE UNITS REFERENCE SHEET 1 OF 7 REVISION DATE 105 08117 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.11 1 ADDRESSED COUNTY COMMENTS JDB 05/21 /20 DESIGNED BY: PROJECT: SET REV. NO. TH OF _ STONEFIELD BLOCK D-1 vr` w ENGINEERS JDe DRAWN FINAL SITE PLAN 3 r SURVEYORS JOB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U ♦ ,fir ►J, ICI PLANNERS DIHR BY: TITLE: C- 1 0 ,4 Lic.No. 267 a ASSOCIATES DETAILS �0� yF �U ww HFW SHEET NUMBER: 1hbur&V 2 96aolymPll DrSuAc WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: / 1� L}mch B. 4119 2 68 CRY.To.,VA 22911 �. r Phone: 4343166080 Phone: 434 AST270(1 ♦ 10 01 12 s`rtONAL ECG W. W.XouateSne) 219040.03 904003C-DET-1.dw9 CIVIL H- N SHOWN 02�20�20 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE V: NSA ►] ''•., ' may %/.ate'///,.� %�%%�max O' ALL BENDS O OR WYE FITTINGS WIDEN•\� ACCOMMODATE ANCHOR IF TT BEDDING MIN REQUIRED t 45- PLUG BLOCKSSECTION 1-1 -2 1. THRUST REQUIRED DIRECTION, DEAD 1 1 AT VALVES. 2. USE .• 3. . OF THE JOINT. BLOCKS.4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST CONCRETE BLOCKS. NTS PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2 00 2.25 2.5D 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 3.16 3.21 0.48 8" 45 2.66 2.88 2J7 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 2.16 2.67 0.13 90 4.83 3.83 3.42 O.B3 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.SB 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 72D" BLOCK W/ 15" MIN. SEAL 4' TEST CONNECTION STRAINER METER 7S' MIN. O5•MI--•►�6'MIN.- 4STANDARD S'MIN. 5" MIN. H (MIN) METERy18.25" ETER=24.25° e 79" MIN. OV x ET ALUMINUM ACCESS HATCH DYER METER AND TEST TAP 80" 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 (Y METER) NTS FIG. W-7D TD-17 • STEPS SHALL BE RUBBER COATED � TEST CONNECTION STEEL COUPLING DRESSER 72" 2- GATE VALVE W// 36' MIN. COUPLING THREADED CONNECTIONS 54' MAX. METER � 2' BRASS PIPE ' STRAINER I 12" MIN. 5' MIN-' •-min" 3p' MAX. BOCK BLOCK T 6' MIN 7 CU, FT. #68 STONE - NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' �8"-22" ''sL. .',•II', 6.. GATE8"-X 6" VALVE 2500 P.S.I. CONCRETE ; •"' V+' BASE AND THRUST ;'•: "i �' :'�;. BLOCK AGAINST`I'�' UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISNRBEO OR WHEN 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' 5'0, 3'B' 2' 3'1' 5'0' 3'B' 3- 5' MIN. 4- 5' MIN. 12' MIN• ' GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES I I � I I I I I I I I I I � I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T,S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS LATCH WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT o- TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -\ 8 1 C a f/ s o .. ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID 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 (CROW'N) 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. / FINISHED GROUND 2' MIN I I SALT TREATED 2 x 4 MARKER PLUG END OF - MA1N LINE 1 SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 VARIES VE BOX WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. THRU W-7E). I COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONN ECL AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-S 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 NITS FIG. W-BC TD-12 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MINI if LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL■ 8"MIN (6" LIFTS) EMBEDMENT ■ THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE L4" - _ BEDDING 6" max min FOUNDATION SHALL BE REQUIRED WH N SOIL CONDITIONS ARE UNSTABLE Am- 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 DESIGNED BY., PROJECT.• SET REV. NO. Tx of _ STONEFIELD BLOCK D-1 LIB ENGINEERS JDB FINAL SITE PLAN 3 rMSURVEYORS DRAWN JDe ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: ,d Lic. No. 267 DIHR BY.• C-1 1 ASSOCIATES DETAILS �o� yF_�U �vw FIFYV SHEET NUMBER: Poa"x4n9 968,lb.-Al,VAn9it Olympia Dr. Suitc WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: _ / 1� Lv chhurg, VA19 Chad , Ile, VA Y2911 Ph m, 434.316.6080 Ph.m, 4349843700 1 1 of 12 s`r1ONAL E� w w�mwau, iwt 219040.03 904003C-DE F-2.dwg CML H: AS SHOWN 02 2 o 2o NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N/A ►] 475 470 M--1011 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 WA PROJECT NUMBER: 208026.02 COMPUTATIONS COUNTY:ALBEMARLE DISTRICT DESCRIPTION: PUBLIC ROADS SHEET 1 OF1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (Tc) RAIN FALL 010) RUNOFF O INVERT ELEVATIONS LENGTH SLOPE DIA MANNING9 n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOPINLET ELEVATIONS INLET DEPTH (H) INLETNG. ACRES C INCRE- MENT ACCUM- ULATED MIN IWHR CPS UPPER END LOWER END FT FTIFT IN CFS FPS SEC FT FT 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 1 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 4.4 505.41 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 &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 from Block D1 494.29 6.25 46.4 46.3 46.2 0.16 0.80 0.13 2.50 5.5 6.5 162 487.12 485.39 167.4 0.0103 24 0.010 30.0 9.5 17.5 1 494.30 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 1 12.8 10A 2.5 Includes lows Bond St 494.33 7.70 43.6 43.5 43.4 0.00 0.90 0.00 0.45 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 0.88 026 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 1 491.94 T75 43.3 43.2 43.1 0.18 0.85 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 1 16.9 1 490.93 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 43.1 23 22 921 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 1 18 0.010 21.9 12.4 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 92.46 0.0069 48 0.010 155.8 12A 7.5 489.27 11.05 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 47427 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 0.010 141.4 112 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 47924 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 47923 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 20.2 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 0.010 216.2 172 15.3 479A2 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 10A5 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 48 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 1 193A 15A 11 A To Medm North S1NM 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 JD8 07/08/20 DESIGNED BY PROJECT. SET REV. NO. TH OF _ STONEFIELD BLOCK D-1 Yr` ENGINEERS JDB FINAL SITE PLAN 3 r - SURVEYORS DRAWN JOB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U • ��LI� ►�� * PLANNERS TITLE: DIHR BY. C- 12 .a Lic. No. 267 a � STORM SEWER PROFILES &CALCULATIONS ASSOCIATES HFYV �o D ww SHEET NUMBER: PO pea ]A hbm&V 2 968Olympia ,IIOV MISuiI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �� • _ /�' 1� Lynchb�ag, VA 24502 Charl nesvJle, Vw 22911 F Phone: 4343166080 Phone: 434984.270(1 12 C♦I 12 s`rtONAL E� e.�l 219040.03 904003C-SWM-1.dwg CIVIL V.-N SHOWN 02 20 2� NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N/A 12" REFLECTIVE ALUMINUM SIGN WITH WHITE RESERVED BACKGROUND, GREEN LEGEND AND PARKING BORDER, AND WHITE SYMBOL ON BLUE 00 BACKGROUND (TYPICAL AT ALL i HANDICAP SPACES) ~� THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN u R 34 35 36 37 w Z GALVANIZED "U" CHANNEL POST ❑ oV) 97 m 0 23 38 78 ow 0 j mo 10 o VDOT A3 GENERAL z1 3311 � M CONCRETE 32 o w 3 TOPSOIL AND SEED 19 31 49 40 73 t° OR CONCRETE SIDEWALK 30 18 50 41 T — 29 1 84 51 42 o n.. 1 16 28 71 83 52 43 O 15 27 70 82 53 44 a. D .. ' ' a 14 26 69 81 54 45 e C n 13 25 68 80 55 46 e e 4" MIN. 12 24 1 2 67 79 56 47 10 65 NOTES: • VEHICLE RAMPS IN PARKING GARAGE SHALL NOT 9 64 128 EXCEED A SLOPE OF 1:15 (6.67%). 8 7 M65 4 3 63 s2 61 60 59 58 57 • REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL HANDICAP PARKING SIGN DETAIL ( c�i DETAILS. NOT TO SCALE IMAMS] - 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 1001M345 346 347 285286 287 288o 161 289 142 334 162 290 333 \\\\\\\\\\\\\ 291 332 344 303 268 292 331 343 304 165 293 330 342 305 HANDICAP178 294 PARKING SIGN 329 341 306 295 328 340 307 296 327 327 339 309 169 297 297 198 181 326 338 309 298 298 197 182 325 337 310 299 299 324 336 311 300 45 323 335 312 r 301 cn g-322 302 Q, 321 0 320 rE 0 10 319 318 317 316 315 314 \ 313 INTERNATIONAL ACCESSIBILITY rfl SYMBOL S 3RD FLOOR LEVEL 4TH FLOOR LEVEL 5TH FLOOR LEVEL 6TH FLOOR LEVEL 4" PAINTED LINES AT I 45• AND 24" O.C. —5' MIN.--] 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�4P-1.dwg H:AS SHOWN 02128120, 1 of 1 N0, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N/A �Illllllfl�l � IIIIIIIII u�" � •1 `I � V'R\� � :1 1 1 1• �IIIIIIII IIIIT� _ INNER� � II ►: ❑ 206 217 218 219 220 221 222 223 224 225 226 227 204 216 239 228 203 215 240 229 202 214 241 230 201 242 231 2 276 243 232 263 275 244 233 262 274 245 234 261 273 246 235 260 272 247 236 259 271 248 237 238 257 256 255 254 253 252 251 250 249 �IIIIIII; I�I � IIIIIIIII `I 1/ 1 1 1. 1 1• u' 1 ftwommam, 1: 1 1 �IIIIIIIII� �_ IIIIII'll �IIIIIII,;I�I � IIIIIIIII 1 ® � mmmE `' :1 1 1� 1 i 1 1; 1• 1 11 1 1 �IIIIT� 11111611 II W W w — — — — — ' a W W 1 AN SAN SA'N S _ w S = cow I w- -- -- - - - a' W ❑ —�. VV i9 - - — E = D:: v Lir- 1 IUD M I— - c a _ ... I 3 ml -- w w � • Q w w I , o 0 / I G ° W,..........._. ° IEll < (�J I I I I,o 3 O / / y I z Ill EXISTING BUILDING I� °° I I v �I I ° i oe . • o I� 4 °O00000000 o°p"000° • �° ° L3.4 L3.3 _ 4v ., ao000000 0000000, 0\ °ooa o000 � �j M Iou UP I c�D f LUU I ° • ®a I I � I I 2 3 Fel I<L° it _______I I — _ `i— � a / V)I 8 (, C d I °. f1 3 _.— _ — _ — _.— _ —._. _ 3 _ 1 i vv I D � I DII V) ' I I I w—w w Tw—w_w w w w w w w w—w w w w w w� , IN M ZE E X I S T I N G B U I L D I N G I .' I Z� v I I C I °.. I � I I I v a, .4 I EXISTING BUILDING I I SCALE 1"=20' i I 4 I ' 0 20' 40' 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 61h Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 808 P2ston Avenue, Suite 200 ChaaaOeewle, VA 22903 PHONE: (43412955624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNrd Street N.E. ChadoOesville, VA 22902 PHONE 434)2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shev ell Avenue Doylesto PA 18901 PHONE (215)230-9623 Phillips Graddick Engineering MEP ENGINEERS MOSugar MITI Road, Suite 10SA, A8m48, G 30350 PHONE:(]]O)650-8061 ��PI,TH OF Gf� c o � U W. uAD3('GI�k,ITI �. led. •"1`4 08/14/20 G pE ARB/SITE PLAN SUBMISSION V O co 0) cy) m > Q 0 C > W N � O LL CN Co z O r The Architect and the Architect's consultants are the authors and owners of Vert respective Instruments of Service Including the Drawings and Sppecifications, and will retain a'rcommon law, sfatuto and other reserved nghts, including copyriplryits. Submittal or dishibution to meet official reoul.iIs req� itnha r.ortprotherpurposes in co7lnec[i6n ve 1(iis Pro eC' Is not to be construed as publlcafion In dem alion of the Architect's or Architects consultants' reserved rights. Drawings and Speclfications are 02019 by Mitchell Matthews Architecls & Planners. DO NOT SCALE DRAWINGS OVERALL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARKI DATE I DESCRIPTION 1 0]MW2020 ARI3ISITE PLAN REVISIONS 2 08114,2020 ARRISITE PLAN REVISIONS PLANT SCHEDULE TREES BOTANICAL NAME CE GR A ER GR SE 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 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 ]TEA 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 I I I� WSW VV _ c� I W I Win � I I� 1 1 13 (2) CHI VIR (45) VIN MAJ (40) ILE WIN a (16) CHA LAT 3 1 (16) ILE INK I I �3 Q I V O 1 I� uZ EXISTING VARIABLE WIDTH 1 POWER EASEMENT II I 3 <I U I � � I I 1 � J I I I D � (49) RUD HIR (2) MAG SWE I I 1 (17) ECH PUR (16) PEN HAM Q (5) COR SIB Q I � I fCn V � I 1 I (3) HYD ANA — — I (28) ILE INK (1) MAG SWE (10) PER ATR � 1 (2) THU SMA I I CD MATCHLINE L3.1 MATCHLINE L3.4 1 I I I b D r■ v � D v I I ■ I v v I I Io I I I D I i I I m r�r o n 1 I ------------------I--------------------------------- vaD e 3 v. I I i m I m I v I of vv � I r D I I� I Iv I I I I I I o I DI I i D D O D v r■■ •� � 0 qG•. � I D v 0 D � IPUBLIC EASEMENT v IEXISTING 16CENTRAL I TELEPHONE COMPANY IEASEMENT >' ' D �-✓ q , 7. uD v v D 0 v. P W W W W W / W W D 0 v ` _ v WI O W� _ �WW� W.Y.yaOLLynWt� +, �LL`* * V 2 A _ W w W W% W W � \- .W.'. .. �_� 4 `a. '' Q -'4 -. =W W �. W aNl NjI a'l I ACE ARM SOD _ TREE PROTECTION z — FENCING - TYP. EXISTING TREE - TYP. / / * (74) VIN MAJ �/� . . W ' . * )� SOD _ -(32) ITE SPI I Q 1 * (42) RUD HIR . — . (9) FOT GAR- (3)QUEPHE f\ SOD. M \ `-Ak.'. .'.*.'.`.'. SOD.'.'.'. _'� .WW..*..._.. * C, o*.SOD601 '. .\ (v . I . ..1 yP2enn ^ 17TAW ' . ' ♦ a. , a a a .r ... wuy,4 .vuy i • 'Nunn^a �DOnnnn.^ +' • Svv.yy00nnnn^ • I a ` JUUVVy�O t�S Onnnn A', Op�tnn ^ c r'a r � *��nnnnn^^ •I a 3,UVOVyy� ^ ' O9 • I • — — N v�OnnnnnA % I'N j • . — \�\1114F�i _ ,,allv��i��ilir,�,nnv�\v�'u/��, q WSOE) W W W W W W W W W W W W Wy W W r. u. ** Y u *' vl W W W. W W W v W • W W W W W W W W W J 00 y W y 0 W W W W W W W >w W N W W O W W W W ''/1 y �, 0 •r W ,✓ Ji�W(0 W�P W .. w '1W OW 000000000 000000000 n / P R O P O S E D • rr, _ • I:1RI MMMOMMOM Li ;� E SCALE 1/8"=V0" 0 S' 16' 1 N 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 808 P2ston Avenue, Suite 200 Cha ia6eewle, VA 22903 PHONE: (43412955624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNrd Street N.E. Chadoff.ville, VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shev ell Avenue Doylesto ,PA 18901 PHONE (215)230-9623 Phillips Graddick Engineering MEP ENGINEERS MOSugar MITI Road, Suite 105-A, Mania, G 30350 PHONE:(770)650-8061 NLTH 0 G4 c W. uA�ar�l�itiTI �o. 14"�'� f. 08/14/20 G sc�pE ARB/SITE PLAN SUBMISSION V O co ttttttJ �' � p 0_ C > J W N 0 LL C%j Co O W Z O v / The Architect and the Architect's consultants are the authors and owners of thelrrespective Instruments of Service Inciutlinaq the Drawings and 5ppecificafions, and -eg retain a common law, sfatuto antl other reserved nghis, including copyriplryits. Submittal or distribution to meet official reoulai0ry req� itements.or fpr other purposes in co7lnec[i6n vnik 1(iis Pro ed Is not to be rAnsfiued as publication In derogation of the Architect's or Architects consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS 1 MARK I DATE I DESCRIPTION 1 1 07/0812020 ARINSITEPIANREVISIONS 23'1 EASE CRESS/EGRESS NT i0 O N '-X 20' ACSA WATER E'' — D. B. 35 1P. 249 N G L E W O O D D R I V E EX 12" N D.B. 4391— WATER LINE F. — — — — — (3) ACE ARM — — — — — — — — - — — — — - _(31) CAR SED (59) HYP CAL W � W W W — W yy — W — (4) HYD QUE I "' (29) FES GLA _ W — W — W — w w (1)ACEARM W—w—w—w—W w—w— . W w— W- -— — w W W 1 ZE W..•.�W•. a .�. •..y.�. �..�.�y (34) CAR SED SOD' SOD . ` 4 P� - a . 1-1 1V- e PRE%:% ' . # 111I 'Im ■ram■■ � ®�w-� �■®I I I X1 G I , IL _" ICJ`, ; AC--L MLNT 0 ALL. ARLA r t 'IST/NG CRESS \ASSP,iI%.� 1 ru .J ice) !n\�' L%i�' 71 1— I1' II � V c c P R O P O S E D I \ I I V EWAN DOWN C11CAST JLFCTION B U I L D I N G LEVEL s iiiiiiiiiiMI[IIiii= s siiiiiiiiiiiif iiiiiiiiiiif _ _ iiiiiiiiiiii[ Iiiiiiiiiiit _ = _ = III iiiiiiiiiiiir Iiiiiiiiiiir timf _ >_[ =W _ Itttttttttttr = tttttt� s t r ltttttt k y 0 0 ,l SAN M TOP=4 I N V ��)) 3A1— / 4Nr -11 v -0 t 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' 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 [TEA VIRGINICA'SPRICH' TM OSM CIN OSMUNDA CINNAMOMEA PEN HAM PENNISETUMALOPECUROIDES'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 v I I u 4 z 1 v U : 4 Q. I 3 4i W—W—W—WL—W—W- W WV WW W—W—W—W—W-- 4 y — EX 12©Q 4 io VATER LINE 0 v 44 8' 1 16' � tttttttR � � ■ 11 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 808 P2ston Avenue, Suite 200 Cha ioneeville, VA 22903 PHONE: (43412955624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNrd Street N.E. ChadoOesville, VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shev ell Avenue Doylesto ,PA 18901 PHONE (215)230-9623 Phillips Graddick Engineering MEP ENGINEERS MOSugar MITI Road, Suite 105-A, A8m48, G 30350 PHONE:(770)650-8061 API TH OF Gf� c o � U W. H III Wd. 14 � 08/14/20 G scPE ARB/SITE PLAN SUBMISSION V 0 co ttJ � U7 Q -0 0 > J W N 0 LL C%j Co O W Z 0 H The Architect and the Architect's consultants are the authors and owners of Neer respective Inshuments of Service Inclutlin the Drawings and Specificafions, and will retain al�common law, sfaunp antl other reserved nghfs, inciutling reAopulai0�trvs fequ�bmeimeln[s olr glPMer puryo�srsffi ial co7lne ?i6n e.901(yis Pro ed Is not to be nStrtled as publication In dom alion of the Architect's or ArchitecI. consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 07/0812020 ARBISITE PLAN REVISIONS 2 08114/2020 ARBISITE PLAN REVISIONS MIN - - I I 3 • � 3 3 I MENU Elm En 3 N� DOW Caj I 3 ULJ P R O P O S E D B U I L D I N G - cis r ✓ — — — — — — — — — - 3 00 ° SOD a LlI/ COMMERCIAL % USE AREA _ •f (n a1 °I I ° N A ° - e . ° �. .. W .. µJ'W � F-. ..". °. W °. °�. �.+.. .. 1. d. y. LL. .•. .\ .° W W .�. ...y. ..�. +. W. tl _. ., /' W SOD y...F ...°.�.° . 1 . (29) CAR SED NEW SIDE (2) TESPIL MAINTENANCE (43) CAR SED EASEMENT I NEW VARIABLE D I S T R I C T A V E N U E WIDTH - TNG_RE-SME_3RES-S EX 12 "EASEMENI D D WATER LINE n w- w _ w— w— w— w— w— w— W SIDEWALK w— w— w w w— w— w— W— � 11- MAI NTENENCE z I z I EASEMENT (29) FES GLA EXISTING TREE - TYP. TREE PROTECTION FENCING - TYP. (30) FES GLA (22) ITE SPI (61) CAR SED EX 20' ACSA WATER EASEMENT D.B. 4391 P. 331 -SIGHT DISTANCE EASEMENT D.B. 4135 P. 249 w— w— w— w— w— w w w w w W w w w W w fu1111222201ALI11 w 1I _ w--y-IN - E X I S T I N G B U I L D I N G M 4 O w = W MATCHLINE L3.2 MATCHLINE L3.3 a� I O Z� I v/ I (34) BUX GRIN (2) ULM ALL mI m (6-0 CAR SED I COR FLO L ASEMENT 1 1 1 I RELOCATED FILTERRA TREE LINE EASEME) T O 104 �2, 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' 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 3 � 3 _ 3 0 �E 3 3 3 3 3 3 3 — w w w w w W w w w—w_�. —w�w�vl- M — M — M 4 av v / 4 ---,z —_—J ------ —___ Ie3 I APO TlO SCALE 1/8"=1'0" J 0 8' 16' - a 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 61h Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 808 Preston Avenue, Suite 200 Charla8eewle, VA22903 PHONE: (43412955624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNr6 Street N.E. Cha0o0eaville. VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 18901 PHONE (215) 2 8623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar MITI Roarl, Suite 105-A, Merge, G 30350 PHONI 6441-8061 SPI TH OF Gf� c U W. uAD3('G1Lk,ITI �. �o'. 14 f. 08/14/20 G pE ARB/SITE PLAN SUBMISSION V O co ttttttJ � W Q - C J IT] � W LS) 0 N � um C%j Co O W z O The Architect and the Architect's consultants are the authors and owners of Neer respective Instruments of Service Inclutlinq the Drawings and Specifications, and will retain a''rrcommon law, sfatutopp antl other reserved nghts, including reAopulai0rtvsfequ�bmeimeln[s olr glbother puryo�srsn ial coin " Ii6n vnik 1(iis Pro ed Is not to be wnstrued as publication In deno on of the Architect's or Architects consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 0]/Ofl/2020 ARa/SITE PLAN REVISIONS 2 08114/2020 ARBISITE PLAN REVISIONS ( MATCHLINE L3.1 IIQ MATCHLINE L3.4 II 1 O (3) MYR BOB I (3) ILE INK I (16) PER ATR (5) THU SMA (n I I3 1 I V) (3) HYD ANA (2) CHI VIR I 1 (12) COR SIB I (19) MYR BOB (7) FOT GAR � I 0 1 1 �3 I Q N I � � O I I DECORATIVE STONE �I(7 1 I� I U Q (18) ILE WIN U (17) ECH PUR 1 (26) ILE HOO I I J (7) ITE SPI (44) PER ATR < 3 1 I3 Q � Ir� 1 I� EXISTING VARIABLE WIDTH Q POWER EASEMENT �I 1 I � � V) I c� 1 1 I I I I\ (28) ITE SPI I I 1 (2) CHI VIR (26) PEN HAM (4) QUE PHE (41) BUX GRN Q O I (46) RUD HIR A I I � 3 I I I� 3 1 1 � I I 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 THUJAOCCIDENTALIS'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' 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 ]TEA VIRGINICA'SPRICH' TM OSM CIN OSMUNDA CINNAMOMEA PEN HAM PENNISETUM ALOPECUROIDES'HAMELN' GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA ECH FUR 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 ii off, =JIM t t t t t I— — t MCI t 0 000000000 o130000000 (12 1) HYP CAL O iiii ieSr�irri rrrir p. "♦' � ii�rrri O r 000000 00000 .Or r r (2) AM ARB (3) ACE GRI (13) CLE HUM (ILE HOO F(5) 5) GIN PSG (202) FES GLA �Q41/7i \VIIUO Q\III/p Ir• .SOD ♦ \ 7i\tllllii \011gii \\tlllliir \ \\ \ i //IIIAA //IIIAA //IIIAA I ///IIIAAAv' W/IIIAO W/IIIAA A \ O C' P O 0 L • (52) ITE SPI (87) CAR ELA 0 � II P R O P O S Lj (41) ITE SPI (83) OSM CIN I I I I II I� j o 00 f 00 LOB O��O O O • O 00 - O �IO O - - ♦ D V 0 . r �nn000 000 .r D O IO�`O - , O ♦ . Cl � �. - - j�',< ,9 "t�1:j+C ;<X,zi(`, �j;� �< X'�K`�� . ` . ` .. ` . ` . ., ` . ` w � ` _ � �`" � ' 4 . "� �r / Y p/ h i / ( �/-z'�y / r `r r ♦ - �� ex i. ,O ,. r r ♦ r r \ ;M x.�+ �'" �9 �.> ,�V* I(>.. x� 'Y� + 4 , _ �� 4 7 4 ` • • • • • • \\\\\ - .�. .. .. .. ., .. \ Y%' 7`'/<x •/p Y 7Ji t `Y F' .�` — d .4 ... .. 4 r a r r ` .. ♦ ` . ` . " ♦. " . `.. ♦ \ s < ^Y �' :; , n fit/ G / o / � \�\�\\� \\\\\ \\\\\\\� 1. ♦ ♦ � �'�r� ��` � . ` r' .�`-+` - � E (2) U LM ALL 14 l�o.` - (143)PAC TER 31/ (3) THU SMA I woo EXISTING TREE - TYP. .00 00 — — `. TREE PROTECTION go00 I CDR SIB o ` (12) HYD QUE FENCING - TYP. 0go d 4 / go SOD r . ` . ' . .. W . (69) PER ATR `.. . 00 y y (1) QUE PHE go 35) MAJ \ / (1VI G o 00 10 EXISTING PLANTINGS M TO REMAIN � O j I go 10 I ' DID 2 2 i, mlm C I � i E481 IV. 1 16' 11 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 808 Preston Avenue, Suite 200 Cha ionexotle, VA 22903 PHONE: (434129SS 4 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNr6 Street N.E. Cha0o0eaville, VA 22902 PHONE: 434) 29351]1 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestovm, PA 181 PHONE (215I230. m Phillips Graddick Engineering MEP ENGINEERS M( Sugar MITI Roan, Suite 1II Atlanta, G 30350 PHONE:(770)850-8081 SPI TH 0 Gf� o C, U W. III �0'.14� 08/14/20 G pE ARB/SITE PLAN SUBMISSION V 0 co J m > 0 0 > IT] � LV lS) N 0 LL C%j Co CID W z 0 I'^ v / The Architect and the Architect's consultants are the authors and owners of Neer respective Instruments of Service Incllnq the Drawings and Specifications, and will retain a''rrcommon law, sfatutorY antl other reserved nghts, induding copyripbts. Submittal or distribution to meet official reoulai0ry req� Ir ments.or fqr other purposes in co7lnec[i6n vAtk 1(iis Pro ect Is not to be wnI as publication In tlerogalion of the Architect's or Architects consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS DETAIL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 07/Ofl12020 ARBISITEPIANREVISIONS 2 08114/2020 ARBISITE PLAN REVISIONS 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 128 DAYS CONCRETE STAIRS 1" = 1'-01, PI I L: HANDRAIL AND GUARDRAIL TO BE STEEL COLOR: BLACK RAILING ELEVATION V= V-0•' 2 ' INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1-. 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 WIT NATIVE SOIL. INCORPORAi SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS V 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 3 X ROOTBALL DIAMETER -� O M METAL HANDRAIL , CHEEK WALL BEYOND 1/2" CAULKED EXP. JT. 4" CONC. SLAB 'il-iIIII� III II-IIh'�- -III I I III III 11= -III,,�IIIIIII�IIIIIII vvIX . 1XIII-II-u vim.r vvn I ,-.. VLla,l,V, - 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 8" DIA. CONC. FOOTING - 3000 PSI @ 28 DAYS - TYP. COMPACTED SUBGRADE - 95% S.P.D. 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 CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR 12 GAUGE GALVAN WIRE BASKET FROM TOP JY33 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 COMPOST LAYER 1" 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 I 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 1/3 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 �— 3-2'1 HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2'k2" 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 4-1 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 to: 65580705-633D-4510-9481-CC777B6FCEDA County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp Ill-284-111-297 for complete specifications) L The following shall be shown on the plan; be shown on the plan: ® Trees to be saved; Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Al Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: M All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation andEguiOment Operation and Storage: M 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- 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: iN Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fenciae: ® 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 wail shall be provided; and a construction detail submitted for approval. 11. Trenching Tunnetin�Tunnetin�: ZI 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 ]urge tree shall be considered as an alterative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: IM Protective fencing shall be the last items removed during the final cleanup. 13. Damned 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. 4/30/2020 1 6:14 PM EDT (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 WRAP TRUNK 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 CITY 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 illwG 1 G L A N 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 CITY 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 CDR FLO 6 CORNUS FLORIDA EASTERN DOGWOOD 8' HT. B&B MAG SWE 3 MAGNOLIA VIRGINIANA SWEET BAY 8' HT. B&B SHRUBS CITY 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.ISPRD. 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 PENSYLVANICA-BOBZAM- BOBEE NORTHERN BAYBERRY 24" HT./SPRD. I CONTAINER 36" D.C. SHRUB AREAS CITY 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" o.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 CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR SED 370 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 12" D.C. ECH PUR 34 ECHINACEA PURPUREA CONEFLOWER 1 GAL. 18" o.c. FES GLA 495 FESTUCA GLAUCA BLUE FESCUE 1 GAL. 12" o.c. HYP CAL 180 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. 12" o.c. PAC TER 143 PACHYSANDRA TERMINALIS JAPANESE SPURGE 1 GAL. 18" o.c. PER ATR 139 PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 1GAL. 1 118" 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 SEWERAVATER 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 808 P2ston Avenue, Suite 200 Cha,.11. ill., VA 22903 PHONE: (434) 295-S 4 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 170 TNr6 Street N.E. Chadonesville,VA22902 PHONE: 434) 29M171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shevrell Avenue Doylesiovm, PA 1801 PHONE (215)230-9523 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar MIII Roaq Suite 105-A, Manta, G 30350 PHONE:(77°)a50-80a1 API TH OF Gf� U W. III �o'.14� 08/14/20 G pE ARB/SITE PLAN SUBMISSION TOM 0 CID tttttttttttttll m > QC J o run IT] 0) W LS) N 0 L lO Co i W z 0 v / The Architect and the Architect's consultants are the authors and owners of Vert respective Instruments of Service inclutlin9 the Drawings and 5pecifica6ons, and will retain aocommon law, statutopp and other reserved nghts, including raAe�apulaip�p((tyys-f�Squ�bmittal r distribution to meet official reRne"Ri6n a this Pro eCt Is not to be Cof'Mi ed as publle'di n In tlerogalion of the Architect's or Architects consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS LANDSCAPE NOTES AND DETAILS PROJECT 1814 DATE May 21, 2020 REVISIONS 1MARKIDATEIDESCRIPTION-1 1 OTMW2020 ARINSITEPIANREVISIONS I VV VV VV LF 7 II 00 I I I I I Q • I - I S i yJ (/ I � 0, _ o+ , _ e o a` a `e °� + + + + + + + + + + �+ +4° +° i +°' + e -+ +ax + + I + ate/ +++ _+ I N G L E W O O D D R I V E _,�1 +n—■IOU ■■■■■■■■■■■■■■ + + + +,.; "+ '+ +N "+ + "+ g`+-.. + "+ _+ ^+ '.+ +zp. +13 'i� - W.- - n m n o +90 +90 +w •+°:9--' " d:, +oP + ! e u zi v p I5 Q 61s, SAN � SAN SAN ME g + _ - W —^y 01, r+ ,..+ - +I _ ` � n � .1—_ --.-: •:. `+ -+ "+. + "+,...•_. + +i e+.,+ �+ - i- —s—; : m x_ " n 1 3 I,Az o.0 90 a, -' ql a1 oa os ,a zi a.e D a . '+ "+ -+ +1, 6 6 i +. +. +.. +. + - "vi -,a ,a nu qs. 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' +14 +24 �, + I +„ e 9, m +az +a g u., I oz az uz • J xv v t h IL _ os o v. +zz +s 01 v0f If 46 \ \\\ U) + + t +4c+Ax � +sa 4A3 0444 04 b - + e 1� +Aa QCD +62 +i 4 6 �. +A L �111 � +6+" ++s 4 11 + t +� + d +122 +15e +,u4 +¢9 V f+Ut ++ P. U 4 � ^ taO+9, + z i 4.SAS+3° d. —_ +� --- i i . .�':. ... 494 1 + +... r.+.? +. .: +'.�;.. a 4+ ...L..+ .. •' inn— �+ + y — + f — 1 - - W 'dV 'dV 'dV 'dV 'dV VV V W W W W IN W W W N yy — W . rllnl ION- 0 Vq Iy F o 0 / /—I W w a — I M - — / I I EXISTING BUILDING -- d I �I I Q I EX I STI N G B U I LID I N G I s I I ad I SCALE 1 "=20' 0 20' 40' 11 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 808 P2aton Avenue, Suite 200 Charla6.,,il1e, VA22903 PHONE: (434) 295 4 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNM Street N.E. Cha,lo6eaville, VA 22902 PHONE: 434) 29M171 Integrated Aquatics Engineering POOLCONSULTANT 75 Shev ll Avenue Doylesiovn, PA 18901 PHONE (215)230-9623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar MITI Roatl, Suite 105-A. Atlanta, GA 30350 PHONE(TM) 650-9061 H OF Lr �c 0 '2 u W. H� lII o.149 08/14/20 G �w PE ARC ARB/SITE PLAN SUBMISSION O co J M N Cy) W �>, Q T W VC ^�, J W W N o L 04 W 04 CO O The Architect and the Architects consultants are the authors and owners of their respective Instruments of Se"d ce InCa'o'a9 the Drawings and SOecifications, and vm retain alrcommon law, statutory and other reserved rights, including copy'9bIs Submittal or distribution to meet oficial regulatory regwrements or fqr other purposes in connectidn vnth this Pro ect is not to be construed as publication in tleroga{ion of the Architect's or Architect s consultants' reserved rights. Dravnngs and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS PHOTOMETRIC PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 07I0812020 ARBISITE PLAN REVISIONS 2 08/14/2020 ARBISITE PLAN REVISIONS RADEAN Bollard LED Site Luminaire leeae Catalog RADB LED P3 30K SYM MVOLT BTT Number BCC DDBXD Type TYPE - B Hit the Tab key or mouse over the page to see all interactive elements. Introduction The Radean LED Bollard is an award -winning, energy -saving, long -life solution designed to perform the way a bollard should. SpecificationsOnm sec of " " The Radean LED Bollard's rugged construction, durable finish and long-lasting LEDs will provide Diameter, (2= 8.25" 20.96cm years of maintenance -free service. H eight: H 5.41 Ca Standard BrsarM etc erraadea ersws inriad ear Ili; 1m) Weight 20lbs (mat): (9.07Kg) 7• (n.7ecm) • EXAMPLE: RADB LED P4 30K SYM MVOLT BTS BCCDNATXD DBLXD RADB LED - 9 AA06 LFD ASY As mmetrk' MVOLP Shipped installed Slim Top Tall Top 120 7L!LJ SYM Symmetric' PE Photoelectric cell, BTS Slim top, painted to match � Tall ty painted to match 2081 button type0 shafts shaft DMG 0-10Vd1mming BTSDWHXD Slimtop,whiteb WDBLBXD Talflop,blacktextureclB 240a driver (nomntrols) BTSDBLBXD Slim top, black legate SB BTTDBLXD Tall to; black° 277 E7WH Emergency battery backuµ(emfied BT508LXD Slimto ,black;B BTTDDBTXD Tallta darkbrome p e 347 In CATRk20 ed BTFDDBTXD Slim top, dark brans texture 480 MAED851w textured S1 BTTDDBXD Talitaµdarkbronel FAO Held adjustable BTSDOBXD Slim top, dark brans" BTfDNATXD Tall tag natural aluminum output BTSDNAT%D Slim top, natural aluminum textured a FIR Motion sensor texturala` BTTDNAXD Tall top, natural aluminum BI-level 3$4' BTSONAXD Slim top, natural aluminum sA BTrDWHGXD Tall top, white textured BTSDWHGXD Slim upwhhensured° BTTDWHXD Tall top, white° Dee Crown Flat Crown B(( Deep crown, painted to match shaft° BIT Flat crown, painted to match shaft° WOW= Deepcmwn,white° B(FDBLBXD Hatcrown, blacktextured° BCCDBBXD DeeperuwD,blacke BCFDBLXD FlatcamllaW BCCDBLBXD Deep awn, black textured° BCFDDBTXD Flat crown, dark bronco textured° BCCDDBTXD Deep trust, dark bronco texmred° BCFDDBXD Flatiotromdarkbrons° BCCDDBXD Deep crown; dark bronze' KFDNATXD Flat crown, natural aluminum textured° BCCDNATXD Deep down, natural aluminum textured B(FONAXD Rat crown, natural aluminum° BCCDNAXD Deep crown, natural aluminum B BCFDWHGXD Flatcrown,whitetextured° SCC VII Deep down, whitetelmued' B(FDWHXD Hatdown,whits GWMa.,dA�'C' A .. RADBABD Andorbehl(4) RKIRADB 60(IT(FINISH) 0 Ommwrwfthbeft aps RADBABCODWO Replammadandlorboltaysis RKIRADB EMTESTMAG U Bnergentyteststylus (spMfyfinish)(4) R2441 24" overall height H300.9 30"overall height HI Woverall height UAB Withoutanchor bolts DOBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD While DDBTXD Textured dark Mons DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white NOTES 6 OWN and FIR only, available in full height Not 1 P5 only available in SYM distribution. available with H24, H30 or H36. 2 ASY has only two illuminated quadrants driven 7 FIR not available with E7WH. at higher drive cements to generate similar 8 Archrtechrtal and custom colors available output as the SYM-0-quadrant product (addtonal leadtimes and cost may apply). 3 FIR not available with 2DSV or 24OV. 9 42" Height is standard. H24 H30 and H36 have 4 PE only available with ASY. larger leadtimes. 5 PE, FIR and FAO not evallable with BTS. fA Lff""NL4 COMMERCIAL OUTDOOR One Uthonb Way • Conyers, Georgia 30012 • Phone; -B00-705-SERV V378) • www.lithonia.com L/GNT/N!s m 2012-2M9 Acuty Brands Lighting, Inc All rights reserved SITE LIGHTING CUT SHEET as TYPE B Options Only available With BTrtops 14.r.'�l Ip�i�ih �Illl�br��` t, Iammssrcmcass 9ar1aNT➢F Only available with ASY Lumen values are from phad metric man performed in accordance with IESNA LM-79.08. Data is considered to be representative of the configuretiom shaven, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user envimementand application. Actual wattage may differ by+I. B%when operating between 120480V+/-10%, n-1------- M- ■ ■ '12 Perfemiance System G9ht Engines Paclta9a watt, llllllll�©llll�ll�ll�l�' 27001( 3000R 3500K 4600K 5000K Lu,neus B U G LIPW lllr��ll�' lwnbns B U ll�l�' G LIPW Illtillll�' Lumens 8 U 6 LPW ll�l�ll��III�''' Lunteos R U ll�l�ll�' U LPW ©lllll�ll�lll�l�' LOmem B U G LPW Illllllllll�lllllll�llll�ll�I�lll�ll�IIII�©Il�ll�ll�llllrilllll�ll�ll�ll�llll�®II�II�II�' t , III®II�' Ill�ll�° III . , IIIIIIIIIII�®IllllIl��J,�lllilll�ll�©lllll�"' Ill�lll�ll�llll�®Il�ll�ll�llll�lll�ll�ll�ll�Illi�llllll�lll�lll�ll�' IIII� IIIIII�IIII�III(�ll�ll�ll�lll�lllll�ll'II�II�III�II�II�I�II�II�III�I�I�II�IIp��IIIIY'iY'�II,II�II�II� IIIIIIIIII�®IIII""�II�IIII�II�' ®IIII®' III�II�II�' III�IIIII�II�II�II�' IIII�®II�II�II�' Illli�llllll�ll�lll�ll�' III -' llllllll�lllll�llll�ll�ll�llI�,�©R,�llll�ll�' l��©llll�ll�' III��l�lll�lll . „..- llllllllll�®llll�ll�lll�lllellli'�llll�ll7�l�ll�®Illlll�ll7�ll7ill�lll�llll'i�ll7�lll7�ll�1©IIIY'i4'�II�II�I�IIf� �Fl��ll�ll��ll�ll�lllllF��ll�l�ll�llf!iE��. -IIIIIIIIIII�IIIIII�®III�III�ll�llll�lll�llr�ll�llll�llll�Ilrllr�Ill�®Ililll�lll�llll�lllll�ll�lllllll�l� -Note: Lumen output varies based on finish. Silver color shown, for black (worst) or white(best)photometry, we specific photometric files downloadable from weevacuitvbrands.com Projected LED Lumen Maintenance Data wideness the extrapolated performance projections for the platfam a noted in a 251. ambient, based on 10,000 hours of LED testing masted per IESNA LM-80.08 and proected Per IESNA TM-21-11). To alculam LU, use the lumen maintenance factor that corresponds to the assured number of operating hours below. For other lumen maimerrmes values, contact factory, 25p00 501000 )5,am 100,0on Pi 034 a." 0.05 am P2 034 0.89 0.85 on P3 D.91 0.89 0.85 am P4 D34 0.99 Oa5 am P5 11.91 0.09 0.85 am Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for amage'temperatures from 01(32-104"F). M Still 5 6 0.0444 0.0301 0.0279 0.0265 9 9 0,0441 0.0319 P2 SYM -9 10 0.0734 0.0461 0.0421 0.0391 13 13 00502 0.0363 P3 SYM 13 14 0.112 0.067 04598 oAs44 18 18 0.0502 0.005 NSYM 16 19 0.1535 0.09N 0.0796 OD713 22 22 0.0691 1 0.0499 PSSYM 31 31 03597 0.1527 0.1326 0.1149 35 36 0.1079 1 0.079 '. LITNON64 COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV(7378) • www.11thoniaxom L/G/5/T/NG. O2012-2919 Acuity Brands Lighting, Inc All rights reserved. LUMINIS® o 0950 SELED TYPE - C 8" EXTERIOR RECESSED DOWNLIGHT TYPE: ANTITY: PROJECT: CATALOG NUMBER: FIXTURE SUFFIX REFLECTOR VOLTAGE FINISH OPTION OPTION OPTION Coolant light module is designed with _ a tilting mechanism allowing forward and back light adjustability. The t309 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. Coulon; 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 (50-60Hz), operating temperature range of-40eC/-40aF to W-C/131eF, 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 60,000hm L,6Bro (based on IESNA TM-21 Test Method and LM-80 data). Up to 135,000hrs Leda. (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 coating is applied through an electrostatic process and oven cured for long term finish. 1- Driver housing with gasketed service door. 2- Fixture secured with three locking tabs. 3- Fully sealed cast aluminum light assembly. 4- Sealed cast aluminum lens frame. S- Clear tempered glass lens. 6- Faceted specular aluminum reflector. 7- Light module. Optional regressed light module. 8- Trim secured by two wire springs inserted in slots in the mounting flange. 9- Cast aluminum trim available in mutliple colors. All stainless steel hardware. OC950 OC950-RG Shown with regressed option (RG) MOUNTING Max weight: 17.4 Has (7-9 kg) Remodeling type fixture designed to fit in a 0 9.5" (241mm) opening on a ceiling 0.5" (13mm) 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 B" (203mm) clearance in ceiling. NOTE Fixture is norl 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 0.5' (127mm) 01a" Note: Requires 8"(203mm) clearance in ceiling 262Smm) 0 e 7.7- (119mm) 095.6mm) ,L T 0 Ir IN O ry LUMINIS Toll free: 866.586.4647 Fax: 514683.8872 Email: info@)Iuminis.com I @ 260 Labrosse, Pointe -Claire (CC) Canada H9R 51_5 Luminaires may bealtered for design Improvement or discontinued without prior notice. SITE LIGHTING CUT SHEET as TYPE C LUMINIS.COM 4 OC950 L1 L40 RI 120V XX K3 LUMINAIRE SELECTION 0MODI ® LED LIGHT SELECTION 0REFLECTORs TRIM SUFFIX lWUTWATTS DEUVMMDLUMENS CON CCT•K ❑ LIL20 20W 2.157 80 4000 515 Narrow optics 129 ❑® SOW 4092 80 4000 (nor awasel nLII ❑ 1_11_60 61W 5878, 80 4000 0 R30 Flood optics 28e (standard) AMBER LED IDA - Dark Sky Approved ❑ R40 Flood optics 38e ❑ L1L4K2A 11W "0 AMBER ❑ R55 Wide flood optics 55e LIGHT MODULE ❑ OC950 VERY NARROW DISTRIBUTION 13 L1L25NR 44W 2565 80 4000 ❑ R9 Very narrow optics 9e Field angle 21e (56,363 candela) OC950 SERIES OCULUS - LED 0 VOLTAGE � FINISH TRIM BTRIM LIGHTMODULE 120V COLOR (select one) STANDARD COLORS ❑ W HT Snow white Optional ❑ BKT Jet black ❑ 347V ❑ BZT Bronze ❑ MST Matte silver O GIRT Titanium gray ❑ DGT Gun metal ❑ CHIT Champagne ❑ SET Steel gray ❑ BGT English cream OPTIONAL COLORS ❑ CS Custom color ❑ RAL RAL# color NATATORIUM SUITED COLORS ❑ NWHT White ❑ NBKT Black OPTIONS (Refer to Page 3 for details) LIGHT at OPTICS ELECTRICAL Alternate OCT eK LED (LCF: Lumen conversion factor) ❑ PS Fuse Ei K27 2700K OCT 80 CRI (LCF: 0.91)s IDA - Dark Sky Approved ❑ DMX/RDM DMX/RDM control dim to dark (01il ❑ K3 SGOOK CCT 80 CRI (LCF: 0.94) IDA - Dark Sky Approved ❑ RD Remote driver. Consult factory. ❑ K35 3500K CCT 80 CRI (LCF: 0,983)s - ACCESSORIES NOTE. Other CCT 8 higher CRI avadeble, please consult factory. - ❑ CPB ❑ FIG Regressed light module (light module color is BKT when RG is ❑ HL selected, trim color must still be chosen, not limited to BKT)' ❑ SL - O LSL EMERGENCY O REML2-50 7W remote emergency battery backup for LED. 90 min. GL Remote mount 50ft -12" (305mm) square enclosure with access cover.a Concrete pour box Hexcell louver Solite lens (light loss factor (LLF]: 0.9) Linear spread lens (Asymmetric lens distribution is achieved when light module is tilted) 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 cut-off 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 website). S- K27 and K35 options not available with the R9 optics. LUMINIS, LUMINIS Toll free: 866.586.4647 Fax: 514.683.8872 Email: info luminis:com I @ 260 Labrosse, Pointe -Claire (OC) 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 LOGN LOGN LOGN WHITE AND STATIC COLORS WHITE AND STATIC COLORS WHITE AND STATIC COLORS Project Name City, _ 9 . Finish 10. Control (1) , , , Type TYPE - D Catalog / Pad Number 1 2 3 4 5 6 7 8 BK Black Sandtex® NO On/Off control Bronze Sandtex® UCTL Universal control (compatible with 0-1 OV, DALI SI SilverSandtex� car OMX1RDM systems) S�•.'1'`"-, w WH Smooth white nl A Law -Voltage Control Box ILCBXI or Low -Voltage SprMer am (MI and Lurmi (LID) must 9 10 11 12 i e CC d finish (please specify RAL Custom color an be specified. ,,.i . ,_ ,'. mr3, _, _ - -� I.. __ _ -- ❑ color) (1) (2) (3) 11 . Options $ry + ':=-- - -_ J - - '' I " -. - •_-' LOGN 2W 48V 12 30K 1OX30 CL UMPN BRZ III Lumenputse offers o vide selection of RAL CLASSIC(K71 colors with a smooth texture and CRC Corosion-resistant Goofing for hostile • - h - high-glces finish. Piecee consult factory for a lst of available, V colors, other RAL textures and environments I ) Top view glosses, or to match oltemate color chants. Final color matching results may vary } c _ P e h 1 dousing 2. Wattage 1E) Charges apply for RAL colon. Consult factory for details. 111 use only when expose salt spray an hash chemicals. fia option is act required for to C a 11, -1 , 5-=n � 3, '- v o` � y _ ua7�. i LOGN LumenfacadeTM Nano 2W 2 W/ff 111 ial Longer lead fumes can be erected for custom RAL color finkhes. normal outdoorexposure. no louttl _ 1 12. Certification 9, w L 1� T 4W 4W/ff • , , - - - „ „ - ,e'>• UL ILL compliant - 01 Not available for static red, green or blue color options. CE CE complianT 3. Voltage 4. Length -"lside views 48V 48 VDC 12 12 3/4 in (1.41bs) Photometric Summary Description 24 24 3/4 in (2.9 Ibs) 411t, 4 W/it, Delivered Intensity ,, I The Lumenfacade Nano White and Static Colors is a high- 36 36 3/4 In (4A Has) 4000K output Jim) (peak cd) efficiency linear LED luminaire that goes where no facade 48 48 3/4 in IS Has) 8°x8° 1,530 J 41,352 lighting has gone before. Available in 12 in, 24 in, 36 in or 48 in I 10°z10" - 1456 32,2621 sections, the Lumenfacade Nano is the right fit for general 5.Color and Color Temperature (1) 6. Optics 10°x30° 1 435 9 1 - urban structures, historical buildings and those hardest to reach - -10"x60" 1,427 places. The Lumenfacade Nano packs all the bells and whistles 22K 2200K 8XII 80 x80 r 2, of the larger members of the Lumenfacade family and can be 27K 2700K IOx10 100 x 100 101 1,424 ' 5 2551 51 I: configured with a wide number of options, including: optic for 30K 3000K 1 Ox30 10°x 30° 30 xl O° 1 439 9,098 grazing, floodlighting or wall washing; a choice of outputs; 35K 3500K 1Ox60 101 x 60° 30x30" 1,767 4,079 various color temperatures or static colors; various mounting '30'si 1,713 2,581 4 options, finishes, accessories and controls. The Lumenfacade. 40K 4000K 1Ox90 100 x900 30°x90" 1,726 11,865 ' I Nano is also available with a unique asymmetric distribution, RD Red 18 301 300 x 100 - 60°x1CH 1,426 5,647 providing exceptional uniformity and brightness for walls and GR Green (2) 30x3O 300x300 '_- 60°z60° 1,730 1,279 signage. BL Blue (2) 30x6O 300x 600 60°x90" 1,719 1,540 301 301x900 90°x90° 690 045 Features Consult factoryfor ovollobaity, of static Royal Blue, MOOK and 904 CRI. L,-- W (120`) 864 N/A (2) Static colors mode to order 8.10weeks. 60x10 60°x100 - - - - Color and Color Temperature 2200K, 2701O )K, 4000K, Red, Green, Blue 60x6O 601 x 60° _ WW 1524' 7, 393 _-_-- _ ''ef dlWnelnc penfnnnurtu q nx,asuteilLS compllunec( Optics8° x 8°, 10° x 10°, 10°x 30° 10° x 601. 101 x 901, 30° x 101, 30° x 60x90 600 x 900 -�a1-.�-4'I I' 301300 x 600, 30' x 900, 60° x 100, 60° x 600, 600 x 901900 x 900, 90x90 90, x 90 Optics Wide 120°, Asymmetric Wallwash W Wide 1200 _ Options Corrosion-fesisfant coating for hostile environments W W Asymmetric Wallwash 'r' I '1 1 ' 1 1 Power Consumption 2 W/ft, 4 W/ff 7 . Lens 8. Mounting Options (1) , ' Warranty 5-year limited warranty CL Clear lens 11I SAMN Slim Adjustable Mounting Nano FIR Frosted lens (2) uMPN Fixed Mounting Nano Performance Hill Half -frosted lens (3) UMASN Universal Adjustable Mounting Nano Delivered Output 8841m (2 W/ff, 48 in fixture, 4000K, 30° x 30°, UCTL), 1,7671m WAMN2 Adjustable Wall Mounting Nano 2 in ) � (4 W/ff, 48 in fixture, 4000K, 300x 300, UCTL) 01 Not available finex8, 10,10, W or VIA optics. WAMN6 Adjustable Extended Arm Mounting Nano 6 in , (2) Not available for W W optic. e e DeRvered lntemity 20,676 cd at nadir (2 W/ft, 48 in fixture, 4000K, 80 x 80, UCTL), it Available For W, I0x10 or WW optics only. WAMN12 Adjustable Extended Arm Mounting Nano - - 41,352 cd of nadir (4 W/R 48 in fixture, 4000K, 80 x 80, UCTL) 12 in WAMN78 Adjustable Extended Arm Mounting Nano Illuminance at Distance Minimum 1 Pc at 144 ft (2 W/ff,.48 in fixture. 4000K, 80 x 80, UCTL), 18 in Minimum 1 fc at 203 ft (4 W/ff, 48 in fixture, 4000K, 80 x 80, UCTLJ I11 One mounting bracket provided for 12 In 1Nlures. Two mounting brackets provided for 24 In, - color Consistency 3 SDCM (2 SDCM for 80 x 80, 100 x 100, 100 x 300, 100 x 600100 x 36 In and 48 In floures. 91 x 10°, 60° x 10°, W and W W optics) lumenpulse 1220 Mark;-wctomn and., LongueuL QC J43 2JI9 CA T Uroad States 617.307.5700 I Con ado 1.877.937.3003 1 514.937.3001 F 514.937.6289 " 1220 Morie-wctodn We., lumenpulse Longueua, GC AG 2H9 CA T Uniled Stores 617.307.5700 1 Canada 1.877.937.3W3 1 514.937.30m F 514.937.6289 1220 Marle-wctorin ENI Longueu0, QC AG soli? lumenpulse CA T U"ad States 617.307.51W 1 Con ado 1.W.937.3003 1 514.937.31 F 514.937.6289 hfoalumenpuism e.cawww.bre"pulle.com www.bmenpube.com/pmducb/1= hfoelumenpulse.com www.4raenpube.com www.bmenpube.com/pmduc&/1= hfosalumenpube.cam w"Junnenpuke.com www.Wmenpube.com/pmducb/ISM Lumenpulse Group he- reserves the right to make changes to this product at any tiro a without prior nonce and such modification shop be effective immediately 1 / 14 Lumenpube Group he. reserves the right to make changes to this product at anytime without prior notice and such modification shot be effective one ediately 13 / 14 Lumenpuise Group he- reserves the right to make changes to this product at any tiro a without prior notice and such modification shot be effective Immediately 14 / 14 2019.12.02 copyright a 2019 Lumenpulse Group Inc. 2019.12.02 copyright C 2019 Lumenpulse Group Inc. 2019.12.02 copyright a 2019 Lumenpulse Group Inc. SA - R6 SA - R6 SA - R6 SITE LIGHTING CUT SHEET se TYPE D LUMINIS.COM 2 0 Of 0 IN Q MITCHELL / MATTHEWS ARCHITECTS 8 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, VA22903 PHONE: (4341295-5624 Dunbar, Milby, VifIliams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 all Street N E. Chatlottesville, VA 22902 PHONE: 434)293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestovm. PA 18901 PHONE. (215)23(18623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar MITI R.M. Suite 105-A. Atlanta, GA 30350 PHONEQ70) 6501 PI,TH Op Lr �c NKW.H� III W0.149 08/14/20 !,U d�,1PE AR C ARB/SITE PLAN SUBMISSION TOM O co J � QC > J m � W N o L C:) Lim 04 CO Z O The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service Including9 the Drawings and 50ecificat ions, and will retain at common law, statutory and other reserved rights, including copyn lots. Submittal or distribution to meet official regulaiorfvy requirements. or for other purposes In connectlbI with this Pro eat Is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS 1 MARK DATE IDESCRIPTION 1 1 07nN2020 ARBISITE PLAN REVISIONS gotham° E v 0e Multiple Layers of Light 6" Feature Set e • Batwing distribution with feathered edges • Fixtures are damp location standard; wet loca- provides even illumination on horizontal and tion option (WL), covered ceiling vertical surfaces • 20 standard colors in matte and gloss finish; • Bounding Ray'ru 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® Certified product • 2.5 SDCM; 85 CRI typical, 90+ CRI optional Distribution very narrow narrow medium 0.5s:MH kl'0.7&101 0.95:MH medium wide wide 1.0 S:MH 1.2&NIH Superior Performance Luminaire Type: TYPE - E Catalog Number: Nominal 250 Boo 750 1000 1500 2000 2500 3000 3500 4OW 45M 5000 6000 BODO Lumens Delivered P97 519 776 994 1471 2006 2537 3077 3542 4027 4533 5256 6371 8247 Lumens Wattage 3.4 62 8.2 M 14.7 19.7 24.7 29.5 33.8 39.0 47.3 48.7 57.6 74B Lumens 874 83.7 per Watt 94.6 103.5 100.1 101.8 102.7 104.3 104.8 103.3 95.8 107.9 110.6 110.1 Coordinated Apertures I Multiple Layers of Light 3 3 m Z a NO K *^ 0 --I N LGeneral Illumination Layer I EVO `'i High Center Beam Layer I Incito L_ I EVO + Incito- Multiple Layers of Light 4 1, . : 0 0 ►. - �., Core Damlighl Open Lensed Cylinder Downlight Adjustable Lensed Cylinder wallwash wallwash wallwash Healthcare MRI Su ical Patient )Mots Room t ► - .-_a Special Applications Dynamic Food Service Vandal Dean Room Shamir EV06SC GOTHAM ARCHITECTURAL DOWNUGHnNG 1 1400 Lester Road Conyers, GA 30012 1 P 800-705SERV (7378) 1 gothamlightingtom page l of 1 02014-2019 Acuity Bonds Lighting Inc. All Rights Reserved. Ru.10/30/19 Specifications subject to change without notice. SITE LIGHTING CUT SHEET - TYPE E CL315/CL325/CL345 SERIES LUMINIS. LumiSTIK - LED E - G 3" WALL T PE TYPQUANTITY: PROJECT: CATALOG NUMBER: FIXTURE WATTAGE VOLTAGE FINISH OPTION OPTION OPTION OPTION 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 LumISTIK wall is matte of seamless extruded corrosion resistant 3S6 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 3.00" (75) lens. The assembly is designed toprovide a uniform illumination. 31 ELECTRICAL DRIVER Standard driver is 0-10V dimming -ready (dims to 10%) with:120- 277 multi -volt compatibility (50-6OHz), operating temperatures of-30aC/-229F to 60eC/1409F, output over voltage protection, CL325 output over current protection, output short circuit protection with auto -recovery. - LED Standard 4000K CCT/80 CRI. Optional 3000K & 3500K. -/ed Removable modular LED platform. CL315 LIFE 4" 50,000hrs L85B50 (based on IESNA TM-21 Test Method and LM-80 data), (toz) Power 0 FINISH `petl Five -stage preparation process including preheating of cast aluminum parts for 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" 35. term finish. 0189) (610) (90 MOUNTING 34.8" lz" 23.5" Weight: CL315: 7.8lbs (351<g), CL325: 8.71les (4kg), CL345: IDA Res (4.71og) (884) (305) (597) The mounting plate Is designed to fit on a 2X4" (51x102) rectangular electrical box using 3.156" (80) C/C mounting holes. Optional trimming plate for J octagonal jhox (option MT4). CERTIFICATION Tested to UL1598 and CSA222 #250. ETL listed wet location. Rated IP66. CE Certification on request. •OAH increases whe See Note #3 on p92 CL345 Power reea 70.8" - 48" 59.5" (1798) (1219) 0511) LUMINIS I Toll free:866.586.4647 Fax:514,683.8872 Email: info@luminis.com LUMINIS.COM 260 Labrosse, Pointe -Claire (OC) Canada H9R 51_5 Luminaires may be altered for design improvement or discontinued without prior notice. SITE LIGHTING CUT SHEET - TYPE G gotham E v o a_ o bytUcalorr1Hooludnd. a led EV06SC 30/15 AR MD LD MVOLT WL DDBT ar,•, s z EXAMPLE: EVOBSC 35/15 AR MIND LSS MVOLT EZI IBXCC OWNS 0 3 y z 6" Luminaire Type: Catalog Number: Series Color Temperature Lumens Reflector Color Distribution Reflector Finish Voltage EVOBSC EVO fill Surface 271 2700 K 02 250 lumens R Clear VND Very narrow '- MVOLT 120V- 217V LD Matte diffuse Ceiling Round N 3000 K 05 500 lumens PR Pewter (0.5 s/mh) 120V er CylinCylinder Open d gM 351 3500K 07 750 lumens Writ Wheat NO Narrow (0.7 277 277V LS Specular 40/ 000 K 10 10001umens Gold 3472 347V MO Medium (0.9 s/rah) 50/ 000 K 5 W R' White painted 15 15001umens BR' Black omens MWg Medium wide 25 2500lumens WRAMF' White Anti-mi- (1.0 s/mh) 30 3000lumens crobial WO Wide (1.2 s/ 35 3500lumens BZR' Dark Bronze mh) 40 4000lumens painted 45 4500lumens 50 5000lumens 60 6000lumens 80 8000lumens Drivers Mounting Control interface' GZ10 0-10V driver dims to 10% IBX Integral driver, Re- (blank) No controls GZ1 0-10V driver dims to 1% cessed or Surface J-box NLT KLTER' nLight° dimming pack. nLight' dimming pack for EZ10 eldoLED 0-IOV ECOdrive. Linear dimming to 10% min. Ell eldoLED 0-10V ECOddve. Linear dimming to 1% min. IBXCC Integral driver, Surface Max with fixtures on emergency circuit EZB eldoLED 0-1OV SOLOdrive. Logarithmic dimming to<i%. Conduit Covers NLTAIR2 nix hte AIR dimming pack. g EOAB' eldoLED SOLOdrive DALL Logarithmic dimming to <1%. KLTMRER2' nLight® AIR dimming pack for EOXB45 eldoLED POWERdrive DMX with RDM (remote device management). Square Law dimming to 4%. fixtures on emergency circuit Min:1D00LM; Max: 8000LM. ECOS25 Lubone Hi-Lumee 2-wire forward -phase driver. 120V Only. Minimum dimming level 1%. Min: IOOOLM; Max: 4000LM. ECOD' Lutrbne ECDSMemO digital Hi-Lume 1% soft -Dr, fade to black. Min:250LM; Max: IOOOLM. Options Architectural Colors - Powder Paint" SF Single fuse. Specify 120V or2TN.. OWHAMF Gloss White with Anti -microbial finish FO-BBTJ Textured Dark Bronze 90CRI High CRI (90+) DDB Gloss Dark Bronze GOLD Matte Black N80 nLight Lumen Compensation DBL Gloss Black OWNS Textured White HAO° HAD High Ambient Option (40°C) OWN Gloss White BONN Textured Bronze WP Wet Location OMB Gloss Medium Bronze GNAT Textured Natural Aluminum DNA Gloss Natural Aluminum DSST Textured Sandstone OSS Gloss Sandstone OSPD Textured Dark Grey DGC Gloss Charcoal Grey DSPE Textured Green DIG Gloss Tennis Green DSPH Textured Light Red DBR Gloss Bright Red DSB Gloss Steel Blue ACCESSORIES -order as separate catalog numbers (shipped separately) CYUBOXADPT 4SR20CT- 4in Square l-box to 4in Octagonal Max adaptor. Replace with Architectural Color or PRIM 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 Tach 240 for compatible dimmers. 8. Only available up to 2500 lumens. Not available with wet location or ECOS2. 4. Includesterminator 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 DOWNUGHNNG 1 1400 Lester Read Conyars, GA 30012 1 P800-705SERV(7378) 1 gothamlighting.com gotham° page 2of8 02014-2019 Acuity Brands Lighting Inc. All Rights Reserved. RM.10/30/19 Specifications subject to change without notice. TYPICAL PHOTOMETRY SUMMARY CL315/CL325/CL345 SERIES LumiSTIK - LED ADA Compliant CL345 L224W20 120V BZT K3 Please visit our web site www.luminls.com for complete I.E.S. formatted download data. LUMINAIRE SELECTION �MODE'L�LA I " 111 ❑ CIL 5 Ll III ❑ CL325 OPTIONS LED LIGHT SELECTION (4000K/80CR0 SUFFIX INPUT WATTS DELIVERED LUMENS CL315 ❑ L56WIO low 830 DELIVERED LUMENS SUFFIX INPUT WATTS CL325 ❑ L1121V10 low 830 ❑ L112W20 2OW 1640 ❑ L112W30 3OW 2250 SUFFIX INPUT WATTS DELIVERED LUMENS CL345 13 L224W20 20W 1660 VOLTAGE 111 FINISH STANDARD COLORS ❑ WHT Snow white ❑ ART Jet black OIBZTI Bronze [I'll Matte sliver ❑ GIRT Titanium gray ❑ OGT Gun metal ❑ CHIT Champagne (Refer to color chart) OPTIONAL COLORS ❑ CS Custom color ❑ RAL RAL# color ❑ SS3 #316 Stainless steel body ELECTRICAL REFLECTORS A UP/DOWN LIGHT COMPONENT' ❑ FS Fuse Alternate reflector optics (26° Standard reflector) Reflector/Spread lane c0lnblrmdotts ❑ REML2-50 7W remote emergency battery backup for LED, 90 min. can be selected mdependently for up/down light. Select both reBedor type by adding Remote mount Soft -12" square enclosure with access cover U a DYo the suffix. (i.e. R40U R26D is 40n up and 26' down) MOUNTING D R26 26° reflector optics (standard reflector) ❑ MT4 Trim panel for Octagonal box ❑ Re 40° flood optic ❑ SWK Adaptor box for surface 3/4" conduit feed ❑ UL Uplight 02W, 1078 delivered lumens) ❑ OIL DownRght 02W, 1078 delivered lumens) LIGHT A OPTICS ❑ UDL Uplight and downlight (24W 2156 delivered lumens)4 Altercate OCT'K LED (LCF: Lumen conversion Factor) K3 3000K CCT 80 CRI (LCF: 0.94) El Ks 3500K CCT 80 CRI (LCF: 0.983) NOTE: Other CCT & higher CRI available. please consult factory. 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: CL32S-L712W2O/Lll2W30 (OAH=54.5"), CL345-L224W20/L224W40 (OAH=78.5") LUMINIS. LUMINIS I Toll free: 866.586.4647 Fax: 514.683.6872 Email: info@luminis.com 260 Labrosse, Pointe -Claire. (OC) Canada HEIR SL5 Luminaires may be altered for design improvement or discontinued without prior notice. LUMINIS.COM 12 rn O WDGE1 LED Catalog Number Architectural) Wall Sconce Noes ,..•..4 TYPE - F . _ ab key or mouse over the page to see all interactive elements. Introduction The WDGE LED family is designed to meet specifier's every wall -mounted lighting need in D2 a widely accepted shape that blends with any Specifications architecture. The clean rectilinear design comes in four sizes with lumen packages ranging from Depth (D7): 5.5" 1,200 to 25,000 lumens, providing true site -wide Depth (D2): 1.5" H solution. Height: 8" WDGE1 delivers up to 2,000 lumens with a soft, Width: 9" non-pixelated light source, creating a visually Weight: 91bs (without options) comfortable environment. The compact size of W D7 WDGE1, with its integrated emergency battery backup option, makes it an ideal over -the -door wall -mounted lighting solution. I WDGEt lFA 4W - - 11200 2,DDO - - -- - WDGE2LED low law Standalone/nLight 1,200 2,000 3,000 4,500 6,0% - WDGE3LED 1SW low Standalone/nLight 7,500 8,500 IO,OW 12,0GO -- - WDGE4LEO - - Standalone/ought 12,0DO 16,000 18,000 20,000 22AN 2SOOD WDGE1 LED P1 30K 80CRI VF MVOLT DDBXD • EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD 1 WOGE7 LED Pi 27K 2700K 80[RI Q Visual mmfort forward throw MVOLT Shipped included P2 30K 3000K 90CRI VW Visual comfort wide 3472 SRM Surface mounting bracket 35K 3500K I(W Indirect(anopy/(eilingWwherbmcket(dry/dampioationsonly)s 40K 4BOOK Shipped separately SOK' 5000K AWS 3/81nch Architectural wall spacer BBW Surface -mounted back box PBBW Premium surface -mounted bade box (top, left right conduce entry) RWHa Emergency battery backup, CKcompliant (4W;0°C min) PE' 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 Fi;ture(for use with an external control, ordered separately) BCE Bottom conduit entry for premium back box(PBBW). Total of entry points. Accessories o,daredendsh. w awn t WDGEAWS DDBXDU ii Wind, Arhite[fait) wall space(speny finish) WDGEIPBBWDDBXD U wom Premiwn orcat-mounted Nd box(meter finbh) Visual Doing Surface- malted back bm(spedfy finbh) DDBXD Dark bronze. DDBTXD Texaneddarkbmnze DBLXD Black DBLBXD Textureciblack DNAXD Naturalaluroinum I DNATXD Textured natural aluminum DWHXD White 1 DWflGXD TextuadwhBe DSSXD Sandstone I D55RD Textured sandstone NOTES t 50K notavallable In 90CRL 4 PE not available with DS. 2 347V not available with 5 Not qualified for DLC. Not "WH, DS or PE. available with E4WH. 3 E11WHnotavailablewhh PE or DS. Lumen Output Lumen values are from photometric tests Performed in accordance with IESNA IM-79-08. Data is considered w be representative of the configurations shown, within the tolerances allowed by Ughting Fans. Contact factory for performance data on any configurations not shown here. I W 1 11120 112 0 0 0 1,161 1 116 1 0 1 0 0 1,194 119 0 0 0 147 123 10 1 0 0 1,235 U3 0 0 0 P1 low VW 1,122 112 0 0 0 1,163 116 0 0 0 1.1% 120 0 0 0 1,2N 123 0 0 0 1,237 124 0 0 0 VF 1,806 120 1 0 0 1,872 125 1 0 0 1,925 128 1 0 0 1,978 132 1 0 0 1,992 133 1 0 0 P2 15W VW 1,809 120 1 0 0 1,876 125 1 0 0 1,929 128 1 0 0 1,982 132 1 0 0 1,996 133 1 0 0 Electrical Load I II nuance Pt I Syskrn Wafts III =ODU Ill :n(IA; 4nV 277V 347V ®� 1I: 1r It,• a Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen outputfor average ambient temperatures from 0-00°C (32-1091R. 0°C 32°F 1.03 10°C 50°F 1.02 20% 6rF 1.01 25°C 77°F 1.00 30°C 86°F 0.99 40% 104°F 0.98 Lumen Multiplier for 90CRI 27K 0.845 30K 0367 35K 0.845 40K 0.885 SOX 0.898 Projected LED Lumen Maintenance Lumen Output in Emergency Mode (4000K, 80 CRI) V E4WH VW 647 Data references the eztiapolated performance projections for the pladorms noted in a 25°C ambient, based on 10,(N10 hours of LED testing Heated per IESNA LM-80-08 and projected per IESNATM-21-11). To ®Iculate LLF, was the lumen maimenance factor that corresponds to the desired number of operating hours below. For other lumen maimenance values, meted factory. 0 1 25,000 1 50,000 1 100,000 1.0 >0.96 >0.95 >0.91 . L/THON/A COMMERCIAL OUTDOOR One Uthonia Way • Conyers, Georgia 30012 e Phone: 4-80D-705-SERV (7378) • www.lithoniasom WDGE1 LED . L/%HQ/t//it COMMERCIAL OUTDOOR One Uthonm Way • Conyers, Georgia 30012 a Phone: 1-WO-705-SERV (7378) wswxOthonia.com WDGE1 LED L/GHTING, 020192020Acuity Brands Lighting, Inc. All rights reserved Raw. 04115M ' ViI+H%/Hi-I 02019-2020Acuity Brands Lighting,Inc. All rights reserved. Rev.04/15/20 SITE LIGHTING CUT SHEET - TYPE F STI134 LED Recessed Wall Luminaires 1/6 �I 2.36" 1 10.04 x 1.97" I I I ll l 10.631, 0.39" 3,54" TYPE - H Description IP66, Class I. IKOT 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-D Keystone Drive I Warrendale PA 15086 U.S.A. Tel +1 72474200301 Fax +1 724742 00351 irdo.usm@we-efcom wwvv.we-ef cam 115-12-201917:33 SITE LIGHTING CUT SHEET - TYPE H STI134 LED Recessed Wall Luminaires 3,/6 Choices Light Distributions STI134 615-7321 RAL8019 Nominal Nominal Colmar Temperatures Colours Lumen Watt 690 5 3000 K ■ RAL9004 Black 720 4000 K ■ RAL9007 Grey Metallic L_J RAL9016 White RAL8019 Dark Bronze WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 1508E LI S.A, Tel +1 724742 00301 Fax +1724 742 00351 irdo.usmW,wa-of.com vw.w.wa-ef.mm 116-12-201917:33 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 61th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 808 Pastor Avenue, Suite 200 Cha1.1traville, VA 22903 PHONE: (434) 2 !ifc24 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNm Street N.E. Chadottesville, VA 22902 PHONE: 434) 29M171 Integrated Aquatics Engineering POOL CONSULTANT 75 Showell Avenue Doylestown, PA 1801 PHONE (215) 2ao-8623 Phillips Graddick Engineering MEP ENGINEERS .sob Sugar MITI Road, Suite 1(i Aaa ill GA 30350 PHONE:(]]0) Genteel 1 PI OF Gf� W. III Wd. 14 11 08/14/20 C) pE ARB/SITE PLAN SUBMISSION V 0 co J ( \\ QC J M m 0) WLo N 0 O Co mm Z 0 The Architect and the Architect's consultants are the authors and owners of Vert respective Instruments of Service inclutlin9 the Drawings and Specifications, and will retain alrcommon law, statutopp and other reserved rights, including coopyn?, ssfeSqu�bmimal or di ribution to meet official co7lnec[i6n Vnik 1(iis Pro ed Is not to be construed as publlcafion In dery alion of me Architect's or Architects consultants' reserved rights. Drawings and Specifications are @2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 0]mfl/2020 ARBISITE PIAN REVISIONS 2 Olv' / 20 ARBISITE PLAN REVISIONS FLB141 LED #4 Symmetric 675-5876 1/8 TYPE -I WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150061 U.S.A: I Tel +1 724742 00301 I'm +1 724 742 00351 info.usa®we-efcom I wwvirm,efconn 12444-202011:53 SITE LIGHTING CUT SHEET - TYPE I PLS420 LED TYPE-K as_ Surface Mounted Wall Luminaires I/6 I 10.431, I 2.76o I I I 8.8611 a 0.24" I I 9.15' 10A3'I Description IP66. Class I. IKOB. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Safety glass lens. Silicone CCG® Controlled 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 LIGHTING USA LLC 410-0 Keystone Drive I Warrendale PA 150B61 U.S.A. I Tel +1 724742 00301 Fax +1724 74200351 info.um@weef.com I wwwme-ofcom 101-05-2020 23:09 SITE LIGHTING CUT SHEET - TYPE K FLB141 LED #4 Symmetric FLB14144675-5876RAL8019 675-5876 2/8 Description Beam Type symmetric, wide beam [W] IP66, Class I. IKO8. 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-Gptimised optics for superior illumination and glare control. OLCO One LED Concept. Knuckle permits 3500 horizontal and 1800 vertical aiming of optics. Nominal Luminous Flux (Ito) LED Lumens 390 Im LEDs 6 Total Lumens 23401m Tj 85 eC Delivered Lumens Flux (Im) LED Lumens 305.21m Total Lumens 1831 Im Ta 25 pC Rated Input Power 21 W WE-EF LIGHTING USA LLC 41D-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 72474200301 Fax +1724 742 00351 info.us OmPef.com I www.we-efcom 1 T4-D4-2o2011:53 PLS420 LED Surface Mounted Wall Luminaires 3/6 Choices I PLS420 620-7577 RAL8019 Light Distributions Nominal Nominal Colour Temperatures Colours Lumen Watt 1476 12 3000 K BAL9004 Black [S701 Type II Short 2340 18 ■ [A601 Type IV Very Short 2700 26 4000 K HAL9007 Grey Metallic 2993 ■ © [H651 Type IV Medium 3453 E RAL9016 White ■ RAL8019 Dark Bronze © symmetric, medium beam [MI esymmetric, narrow beam [NI WE-EF LIGHTING USA LLC 41D-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 72474200301 Fax +172474200351 info.usa®we-efcom I www.wa-efcom 101-05-2020 2329 FLC240 LED TYPt-J Symmetrical Floodlights 1,125 fI Description IP66, Class I. IK07. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Silicone CCG® Controlled i13,4R Compression Gasket. Safety glass lens. One cable gland. Second gland for through wiring on request. Integral EC electronic converter, thermally 'M separated. CAD -optimised optics for superior illumination and glare control. e0.4fi OLCO One LED Concept. Factory installed LED circuit board. 0-1 OV dimming � 7.28' a ,a11. as standard. Maximum one internal optical accessory passible. 1.77 WE-EF LIGHTING USA LLC 410-0 Keystone Drive I Warrendale PA 150061 U.S.A: I Tel +1 724742 00301 Fax+1724 742 00351 info.usa®we-efcom I wixw.we-efcom 101-D5-2020 22:30 SITE LIGHTING CUT SHEET - TYPE J TYPE-N 111cIIII 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, & O-1OV' 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®usurm Circuit Board Color Black Dimensions LXWXH [Reel Length] x 9/16" x 3/16" LEDs Per Foot 18 Operating Temp. -220F to 140OF (-300C to 600C) Connector Inspire V4 Outdoor Water -Tight Pin Connector (1-Foot Leads on Each End) Environment Outdoor, Wet IP67 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 *40K 240K MACADAM ELLIPSES 1.5 1.5 CPA (Ra) 94+ 94+ FIDELITY (R9 86 88 GAMUT (Re) 93 95 V4-OUT-27-SB-BLK-5 5 Feet iJ 2700K V4-OUT-27-SB-BLK-15 15 Feet ® 2700K V4-OUT-27-SB-BLK-25 25 Feet ® 2700K V4-OUT-30-SB-BLK-5 5 Feet 0 3000K V4-OUT-30-SB-BLK-15 15 Feet 4 3000K V4-OUT-30-SB-BLK-25 25 Feet 3000K Each end or Inc 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 [WI 5178 5512 symmetric, medium beam [MI 6180 ® 6515 symmetric, narrow beam 144U ® 7517 symmetric, very narrow beam [VN] 7920 8880 9360 symmetric, very narrow beam, 'sharp cut-off' [VNSI 9516 10130 © linear spread, very narrow beam [VN] 10358 10903 linear spread, very narrow beam, 'sharp cut-Dff' ® 11358 11971 Rwallwash 13813 2-1 Nominal Colour Temperatures Colours Watt 48 2700 K ■ BAL9004 Black n 104 3000 K ■ BAL9007 Grey Metallic El 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 72474200301 Fax +1724 742 00351 info.usa4A of.com I www.we-efcom 101-05-2020 22.30 Connectors & Extensions Hardwire Connector Connects a run of the Inspire V4 Outdoor to a hardwire driver. Available in a 25- foot length. Part #: V4-0UT-00N-HW-25-6LK 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 # IF 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. 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 # (12AWG): WR-12AWG-2C Part # (14AWG): WR-14AWG-2C Part # (16AWG): 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 61h Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 808 Preston Avenue, Suite 200 Charlotlesville,VA22903 PHONE: (4M) 29S5624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 170 TMre Street N.E. Cha0o0esville, VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Showell Avenue Doylestovm, PA 18901 PHONE (215)230-9623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar MITI Rose, Suite 105-A, Marrtd, GA 30350 PHONE:(770)a50-e0a1 PLTH OF Gf� c o � U W. III Wd. 14 � 08/14/20 G Vs �� C9PE ARC ARB/SITE PLAN SUBMISSION V OICU rrrJ � N t7) m > Q 0 0 > WLo N 0 LL O L W Z O v/ The Architect and the Architect's consultants are the authors and owners of Vert respective Instruments of Service includin the Drawings and Specifications, and will retain al�common law, statutopprY and other reserved rights, including reeglai0?rtvs fequ�bmimelnts distribution lr or other puryoesteiofficial co7lnec[i6e ve 1(iis Pro eciIs not to be rAnstrued as publlcaUon In derogation of the Architect's or ArchitecI. consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS 1 MARK I DATE I DESCRIPTION 1 OTM812020 ARRISITE PLAN REVISIONS j. 14J', 26 , 3& ', 5IT6 it �=cca"111111 Top view 3. 1. Minimum 9 9 end to end spacing 9 i II II II IQ �6 2 F- 4T6(2jeon 12-configuration) 1�16'�I Miinniimum cove 1. Input Cable (no jumper cable needed) Front and side views The Lumencove XT Direct View is a system of direct view linear LED luminaires for media fagades and delineation of large-scale 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 Rrdomalrk pedom once is measured in complionre with IESNA IM7908 temperatures; controls, finishes and mounting options. Ill Use 0.25 multiplier bar each 12in [305mm) sadon rA Estimated. Ca cult websir for R1e low photometric likes. Features Average Luminance, Color and Color Temperature 2200K, 2700K, 3000K, 3500K, 4000K, Red, Green, Blue Based on48infixture flu,4000K —_ Length (nominal) 12 in, 24 in, 36 in, 48 in Angille LWrrP) (Cil/m') (1110d1mil 460 5765 I 4929 4953 550 SA39 4671 4835 65' 4959 j 4483 A805 759 3762 ! 4430 4940 Bye 1293 4759 5335 Specification Sheet lumencove Lumencove XT Direct View LXTD WHITE AND STATIC COLORS Project Name city Type [= Catalog / Part Number Photometric Summary, Based on 48 in fixture (1) aT Deirert . I DPW feli i Parr IWl ERia�y BIBI/WJ 220001 526 1 19 28 27WKM 748 19 39 3000K)=t 765 19 40 3500Km 799 1 19 42 4000Km 850 19 45 Optic Direct view Options Corrosion -resistant coating For hostile environments, 3G ANSI C 136.31 Vibration Rating for bridge applications, CE (certification covers European Economic Area), Clear end caps Power Consumption 5 W/ft Photometric pedanwno: is memured in compliance with IESNA Warranty 51eor limited warranty IMr79D8. III Use 0.25 multiplier far execs 12in (305mm) section. Performance optic Maximum Delivered Output 850 Ica (4000K, 48 in fixture) 19 Color Consis" — — —_— 2 SDCM Color Rendering Minimum CRI 80 Direct New Lumen Maintenance L70 126,000 hrs (Ter 25 eC and To 40 'Cl, L95 19,000 hrs (To 25 eC and To 40 eC) lumenpulsew 1220 MaieVictorin Blvd., Latgueuil, QC 143 21-19 CA T United Sates 617.307.5700 I Canada 1.877.937.3003 1514.937.3003 F 514.937.6289 Inkalumenpulw.com www.lumenlpmn8e.mn www.lunrnpulmcam/produm/1826/lumercws-xtdincWwN4me Luminosities Group Inc re.ecres the. debt to make changes to this product It any Hie without prior notice and such modification shall be effective immediately 2019.06,05 copyright 9 2019 Lumenpulse Group Inc. EM-R10 SITE LIGHTING CUT SHEET - TYPE M Specification Sheet Colors and Color Temperatures Physical lumencove Lumencove XT Direct View LXTD WHITE AND STATIC COLORS Housing Material Low copper content extruded aluminum 2200K 2700K 3000K 3500K 40001K Lens Material Tempered glass lens combined with extruded acrylic UV and impact resistant opal diffuser • • • Hardware Material Stainless steel Red Green Blue End Cap Material Aluminum, Acrylic (CEC option only) Controls Gasket Material Silicone ON/OFF 0-10V DALI Surface Finish Electrostatically applied polyester powder coat ,.,amxrdm eve lumen Weight 12 in : 3.7 Ibs, 24 in : 5.6Ids, 36 in : 8.8lbs, 48 in : 10.8lbs Rating Electrical and control IP66 Fixture Coble Power and data in one cable, End -to -end standard configuration: 16 in input cable (no jumper cable needed) Certifications Leader Cable Conductor 5C #16,5 UL CE a Fixture Cable and Connector Color Black or white cable (black connector) e er ,....�.�'. Maximum Cable and Fixture Run length Up to 350 It (On/Off, DAU, DMX/RDM, Lumentalk, 277V, RO version) Control On/Off control, Lumentalk, 0-10V dimming, DALI dimming, Lutrorl@ EcoSystem® Enabled dimming, DMX/RDM enabled Resolution (DMX/RDM) Per foot or per fixture (configured with Lanni V3 software), 8-bit or l6-bit Environmental Storage Temperature -40 IF to 122 IF (device must reach start-up temperature value before operating) Start-up Temperature -13 IF to 122 IF Operating Temperature -13 IF to 122 IF 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 cons guration), Ethernet enabled (daisy chain or star configuration), Lumentalk Data Bridge Control Systems LumentoneTm 2, Pharos® kit Diagnostic and Addressing Tools LumenlD, LumentolklD lumenpulsew 1220 MaieVkbrin Bh l Longueuil, aC AG 2H9 CA T United Sates 617.307.5700 1 Canada 1.877 93' 3003 1 514.9373003 F 514,937.6289 inkalumenpulr.com www.lumsrryubcam www.lunnenpmAra.oxn/paducn/1826/Wmmrrxvw-sTdirM.wewdmh Emsnpulse Gray Inc. re-rws Bm right up make charges to this product at 1, time without prior nonce and such coo lificmian shall be offie rre immedlatety 2019.06.05 Papyri a 2019 Wienpulse Group Inc. Date: Customer: Se�uDiscera 4 LED Project: x seLux TYPE-XB DSC4L Type: - QtY� 15 Discera 4 LED MATCH EXISTING FIXTURES ADJACENT TO SITE (400 mm Order Code: Pole Order Code: - - - Series Height Finish Options Series DSC4L Discera 4 LED Optics R1 R2 R3 RS Type Type It Type Ill Type Distribution Distribution Distribution Distribution. Mounting Si 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 (18T) Mount Wall Moum — Light Engine LG4500 LG4700 LG4105 500mA/51W 700mA/65W 1050mA/100W CCT 30, 35 40 50 11MAppro✓el 3000K 3500K 4000K 5000K Power Cord 12 15 18 20 25 XX2 wed length aam,dnd hNgMaf paleto Length 1' is, 18, 20' 25' xx' dertermlm paver cord ength. Finish WH BL BK BZ SV SP White Semi -Matte Black Bronze Sliver Specify Premium Color Black Voltage 120' 208' 240' 277 120V 208V 240V 277V ,Sperry �on for Options DM5 HLXX5As PC Dimming HELD Photocell MW,240V,&D7Vo*. (0-10v) Switching 4G4700& LG4105 Light Engim only. ' A or DM only. Canna be combined Motion Sensor /Optlonal Photocell (Meets Title 24 Requirements) e page 3 for Order Cade WLI9 -yyezy UNION IP663.0113 WEr9 � --�y ll mica°v wl,rtl-- wra •a(440mm 4/e. (105mm) 1%" L�o �41m Specifications Specification Sheet LXTD 120 48 30K UMP 13RZ lumencove Lumencove XT Direct View LXTD WHITE AND STATIC COLORS 1 2 3 4 5 6 7 8 1 . Housing 2. Voltage Lumencove® XT Direct View, 5 W/It T 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 (3.7 lbs) Ill 22K 2200K 24 26 3/16 in (5.6lbs) 27K 2700K 36 38 1/4 in (8.8lbs) ® 3000K ® 505/16 in.(10.8lbs) 35K 3500K IU To connect 12 in fixture lengths to the Li m npolk system, DIM or DMX/RDM most be specified os the 40K 4000K =nhol option, and a lummrtalk Data Bridge (LIM) is required. See the typical wiring diagrams in the RD Red (2) ,is.18ca6on eheet far details. GR Green Izl BILL Blue (2) M Consult factory far ovailobiliy of static Royal Blue, 6500K and 90. CRI. PI Static =tom made to order 8-10 weeks. 5 . Mounting Options 6. Finish UMP Fixed Mounting 0) BK Black Sail UMAS Universal Adjustable Mounting it) BRZ I Bronze Sandtex® WAM2 Adjustable Wall Mounting 2 in SI Silver Sandtex® WAM6 Adjustable Extended Arm Mounting 6 in WN Smooth white WAM12 Adjustable Extended Arm Mounting 12 in CC Custom color and finish (please specify RAL color) (1) PI Suitable to use when 3GV option is specified. (11 Lumenpules orders a wide selection of RAL CLASSIC (K7) colon with a smooth textureand highglose finish. Please consult factory for a list of available 19 colors, other PAL tetlua and gmass , or to match alternate color chum. Final call matching results may vary. lumenpulsew1220 inky0umasubtlsecan d., tesseeketimpC�st.conAG C wl� P Sim T6/17 /7W�IloCanad m93 514.937.3003 F514.937.6289 2 1 lumenpulu Group Inc. reserves the right to make changes to this product & any time without prior ndice and such modification shall be effective immedimely TO / 11 2019.08.05 copyright a 2019 Lumenpulsa Group Inc. EM-RlO Fixture Housing - Made from high pressure die Glass Lens - Tempered and screened glass lens 5 Year Limited LED Luminaire Warranty - cast, 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 Gasketing - Continuous molded silicone gasket Tool -Less Latch - Toolless 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 ail luminaire connections. date of shipment. This limited warranty covers Access Door - Lower casting features tempered the fixture, LED driver and LED light engine Fitter - Cost fitter for direct connection to glass lens and a stainless steel hinge that when installed and operated accordingto 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'/4 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. 250C 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 Luminaire 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, Ill, or finished in our Tiger Drylac certified facility and V distribution. IDA-ApprovedT" Dark Sky Friendly undergo a five stage intensive pretreatment at 3000K CCT 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 -35aC (-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 (201oA 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. 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 In a continuing effort to offer the best Product possible, we reserve the right to chcm a without notice, specifications or materials that n will not (Rev- 022020) In a continuing effort to. offer the best product possible, we reserve the rtgint to change, without notice, specifications or materials that In our opinion will not alter the furtltion of the pmduct. 5peciifficotlam sheets found at www.iebx.us are the most recent versions and supercedeall other printed orrelectranic versions. DSC4L SS_v3.0 alter the function of the product. Specification sheets fou nd at www.selux.us are the most recent versions and supersede all other primed or electronic versions. SITE LIGHTING CUT SHEET - TYPE XB Discera 4 LED selux Motion Sensor Features The Selux outdoor rated sensor incorporates Passive Infrared (PIR) technologyfor motion sensing and also includes a built-in photocell. Designed to mount directly through a'/? KO in a single gong faceplate on pole/column, the SBO utilizes 100% Dighal Passive Infrared (PIR) technology that is tuned for walking size while preventing false tripping from the environment. Series Optics Hand Hole Program Color Photocell voltage Orientation Feature Ms 1 270'coverage- 00 DO(OV=O%) W71 White Y Yes UNV Single Sensor Motion Sensor 09 D7 (1V=10%) BK Black 347 N No 18 D3 (3V=30%) 480 BZ Bronze. 27 D5 (SV=50%) NOTE: Motion sensor comes programmed at 30%dimmed level with a 5 minute deloyas default. All programming required after shipping by others. General Pole Drawing For / Example Only Sensor angular orientation from hand hole Ole 90--jincrementsclockwise arouncLpole_(Type 00,09JEA TYPE09(W HANDHOLE LOCATION TYPE 00(0) TIEPVE 4� Page 2 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, www.selux.us (Rev. 022020) In a continuing effort to offer the best product possible, we reserve the rlg6t to change, without notice, specifications or materials that In our opinion will not DSC4LSS_0,0 after the function of the product Specification sheets fou nd at wwwselux.us ore the most recant versions and supersedeall other primed or electronic.,ons. TYPE78(18B1 Page 3 of 11 (Rev. 022020) DSC4LSS_v3.0 11 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 Bin Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charloffesville, VA22903 PHONE: (434)2D55624 Dunbar, Milby, VViIliams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 Tfgra Street N.E. Chark"werville, VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Showell Avenue Doylestown, PA 18901 PHONE: (215) ZK-6623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar MITI Road, Suite 105-A. Atlanta, GA 30350 PHONE(TM) 650-9061 �PLTH OF Lr �c 0 2 u NK W. H� lII WC0.149 08/14/20 !,U d�,1PE AR C ARB/SITE PLAN SUBMISSION Tel 0 ICU J � Q M0 > J W W N 0 L LL OCO W Z 0 The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including9 the Drawings and SOecifications, and will retain at common law, statutory and other reserved rights, including copyri Zs. Submittal or distribution to meet official rega alory requirements, or for other purposes In connectldn with this Pro act Is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS 1 MARK I DATE I DESCRIPTION 1 1 07ION2020 ARBISITE PLAN REVISIONS Discera 4 LED Motion Sensor Features • 100%Digital PIR Detection, excellent RF Immunity • 270a coverage pattern • Up to 30ft mounting IP66 Rated for outdoor applications e Built-in lkV 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 WEATHERPROOF WIRE CONNECTOR 600V 18-8GA (SUPPLIED) General Pole Drawing For Example Only y WITH 2 ZIP TIES (NOT SUPPLIED) Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F845-834-1401, wwwrelux.us In a continuing effort to offer the ben product possible, 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 wwwselux.us are the most recent versions and supercede all other printed or electronic versions. Discera 4 LED Wiring Diagrams Standard Wiring for UNV Standard wiring for 120-277Vwith no additional options, SURGE PROIECIOR a mso x ff 0-10VDimming Option QNI)Widngfor UNV 100% light output at IOV,down tol%lightoutputatOV. Hi-LoSwitchingg Option(H MWiring 120P140/27NWhen red is energized, light output will be at "Loe level. mie LIGHTENGNE Standard Wiring for 347/480V Standard wiling for 347/480V with no additional options. SURGE AUTO PROTECTOR TRANSFORMER 0-10VDimming Option DM)Widnggfor347/48OV 100%light output at 10� down to 1%light outputatOV. SURGE AM PROTECTOR TMNSFORMER selux Page 4 of 11 (Re I o2rzo DSC4L55_v3.3.0 selux UGHTIVAINE DIR Discern 4 LED Mounting SW Short Arm Wall S1Single Short Arm 52 Double Short Arm EPA -0.65Pt' (0.13m0 EPA=Ob5W (0.13m°) EPA. 1.2ft' (0.11m?) Weight=23 lbs. (10kg) Weight=23 RES. (10kg) Weight =46fibs. (21kg) (66 " t6246-al1.2" 321mm Selux Corporation a 2018 T845-834-1400 800-735-8927 F845-834-1401 vul x.us wen al econtinuln effort to offer the best Specification possible w reservetheright to change, without notice specifications dsu ar materials thatInouropinion will not 9 P P 9 9 alter the function of Me product. edfication sheets found at wwwselux.us are the most recent versions and su .iced. all other rioted or electronic versions. P P e P P Discera 4 LED Optional Accessories BC3 Optional Base Cover (AT535) Die cost aluminum, two-piece ZZmmy field installable base cover. 5'/d 1�4516mm1r-'1� (ATIll (AT optional Bose Cover L(]52mm4� Die cast aluminum, two-piece field installable base covet 8 rA� 205mm) 20Y.an(51S1Bmm) -► Bose Cover BCcost (AT74) Die cast aluminum; two-piece alumin field installable base cove, 3 i ^ 91mm) `•--13`1 m lei -f (9>�l 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, UGP�TENGME please consult factory for wire segregation. r2'/:' y7nmm)� PhotocellWhing Available for all configurations except Short Arm Wall Mount (SWI), Single Pole Adapter (SA) L1 N FROM OO LINE CORD POSSIBLE RED 4TH AND 5TH ORANGE CABLE Selux Corporation a2018, T 845-834-1400, 800-735-8927, F845-834-1401, www.selux.us In a continuingeffort to offer the ben product possible we reserve the I Mt change, without aotice specifications or materials that in ouropinion wlllnot P P 9 9 P otter the function of the product.Specification sheetsfound at wvrw sdlux.uebre the recent versans and zu rcedeallotherprinted brelectronmversions. PPe SITE LIGHTING CUT SHEET se TYPE XB TO FIXTURE HEAD oR 4A O selux Page 5 of 11 Rev.02/2020 DSC4L_55_v3.0 selux PC (Phatocall) Option DetuB Note: Photocell is available for all pole and arm mounting configurations except Direct Mount 35 1 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 USE; 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 & 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, IF 845-834-1401, www.seluteus (Re ) 02 020 Inacantinuln en of the after the best Specification sheets found atwewsal httachan a most versions s endsu smaeall other thine ouropinion wlllnot 9 P P 9 9 P DSC4L55_v3.0 alter the function of the producp5pedfication sheets found at www selux us are the most recent vers ores and supercede all other printed or electronic versores. Discera 4 LED Mounting LW Long Wall Mount EPA =.75fit (0.13m� Weighi 23 Ibis. (10kg) L1 Single Long Arm EPA=1.7W (0.111 Weightiz 521bs. (23.6kg) L2 Double Long Arm EPA = 2.5W (0.23m') Weight=69.7 lbs. (31.7kg) 1'�I 38" 1v66mm) 'I I'�I 76" 0932mm1 '�'I Selux Corporation a 2018, T 845-634-1400, 800-735-8927, F 845-834-1401, www.selux.us In a continuingeffort to offer the ben product possible we reserve the right to change, without notice specifications or materials that in ouropinion will not P P 9 9.. P. alter the function of the roduc,5 Specification sheets found at wvrwselux.us are the most recent versions and su coed. all other primed or electronic versions. P P Pe P m ro Discera 4 LED Photometry RI Optics / 103W / 5000K OCT Catalog #: DSC4L-XX-LG4105-R1-50-120 Report #: LM-63-1995 Delivered Lumens: 8918 Input Watts: 102.5W Efficacy: 87 CCT: 5000K CRI. (Ra): 72 Maximum candela of 7222 at 55"from vertical. IES classification: Type I BUG Rating02-UO-Gt Power Factor: 0,992 Total Harmonic Distortion: 6.82% R2 Optics / 102W LED / 5000K OCT Catalog #: DSC4L-XX-LG4105-R2-50-120 Report #: LM-63-1995. Delivered Lumens: 8779 Input Watts: 102W Efficacy: 86 CCT: 5000K CRI (Raj: 72 Maximum candela of 5549.5 at 60" from vertical. IES classification: Type II Mounting Height; 16' (4.9 m) BUG Rating: B2-UO-GI Power Factor: 0.992 Total Harmonic Distortion: 6.82% R3 Optics / 102W LED / 5000K OCT Catalog #: DSC4L,XX-LG4105-R3-50-120 Report #: LM-63-1995 Delivered Lumens: 8393 Input Watts: 102W Efficacy: 82 CCT: 5000K CRI (R.): 72 Maximum candela of 4891 at 65- from vertical. IES classification: Type III Mounting Height: 16' (4.9 m) BUG Rating: B2-UO-GI Power Factor: 0.992 Total Harmonic Distortion: 6.82% no-r�aouawses: l war wasx«..w., wwaw.rr-a wwea.orrwwn, is iri-+Ar..ar w.rara.wwr..in Page Page 9 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, wwwe elux.us Rev. 2/2020 O in en ortto offer ben product possible, found ratwewerl httachan a strecent versions z edflmtipsmed all other that ouropinion wlllnot ( ) 9 P P 9 9.. P. DSC4LSS_v3.0 alter the function of the produce Specification sheets found at wvrwselux us are the most recent vers ores and supercede all other printed or electron,, versions. Discera 4 LED seluxPole Information Refer to pole specification sheets for construction details, anchorage information and additional options. A35&S35 5635 AT535/635/64/74 Round Straight Round Supped Tapered Aluminum Pole Aluminum. Round St•4rele straight Steel Pob Page 6 of 11 Rev.02/2020 DSC4L55_v3.0 selux Pole Data Chart selux Optional Base Covers for Poles Die cast aluminum, one- or two-piece field installable base covers. Ill optional Base Cover (Ass IS $35) Die cast aluminum, tyro -piece (B9mm) field installable base cover. 5'/.^ 134mm I",12 V.i • -[316, no BC6Optional Base Cover (5635) Die cast aluminum, one-piece 6'/." field installable base cover, (168mm) We Itile al (doormat Die c Optional Base Cover (AT74) Die cast aluminum, two-piece field installable base cover. Bolt EPA Information Pole Series Circle Height Finish Options 70mph F80mph 90mph 100mph 110mph S635 3 V" Diameter Stepped Sat Pole 09" 45.6 1 35.0 27.3 21.6 17.8 1010 iL WH White BK Black BC3 Dominative Can Aluminum Base Cover (AT535 poles only) A353ve Diameter Straight Aluminum Pole 07 %." 12.4 9.3 7.1 5.4. 4.3 S3531/2"Diameter Straight Steel Pole 071A" 11.4 8.6 6.5 4.9 3.9 BL Semi- BC9 Dec.muneeast $635 3 %" Diameter Stepped Steel Pole 09" 37.6 28.7 22.3 75 14.4 Matte Black Aluminum Base Cover (AT64 poles only) A353'/:" Diameter Straight Aluminum Polo- 07 /" 9.9 Z3 5.4 4.0. 3.1 1212ft. BZ Bronze BC10 Decorative Cost v S353"Diameter Straight Steel Pole 07 'A" 9.1 6.7 4.9 3.6 2.8 SV Silver SP Specify AluminumBase Cover (AT74 poles only) REC GFCI Receptacle with AT535Vita 3'/"TapperedAluminum Pole 081h" 19.4 14.4 10.9 8.6 6:9 S6353'6" DlameterStepped Steel Pole 09" 31.7 242 18.6 14.6 11.9 1414ft Premium Color weatherproof cover' (120V only) REC2 GFCI Receptacle with padlockoble iri cover' (120V only) MS Motion Sensor with Optional Photocell (Meets nits 24 Requirements) A353'/f`Diameter Straight Aluminum Pole 07 s/" 8.0 9.8 42 3.0 22 S353'/z"Diameter Straight Steel Pole 07 'A" 73 5.3 3,8 2.7 1.9 AT535 3Yi' Diameter Straight Steel Pole 08'/a" 12.9 9.4 7.1 5.5 4.4 S6353'A'Diameter Stepped Steel Pole 09" 21.7 15.8 t2.3 9.6 7.6 1616: ft. A353'/s"Diameter Straight Aluminum Pole 07%" AIR 3.2 22 1.4 0.8 Y. S353 " Diameter Straight Steel Pole 072j^ 4.4 2.8 1.9 1.2 0.6 T35 for Tenon(R polesf for mountinpolesfol arm mounting) AT535Vito 3%"TopperedAluminum Pole 08'/z" 10.7 7.7 5.6 4.2 3.3 AT535 5" to 336" Tappererl Aluminum Pole 08 ile 11.1 7.8 5.6 4.2 3.2. 18 16 ft. AT643%s"Diameter Straight Aluminum Pole 01 15.7 115 8.7 6.9 5.5 AT64 3 /e Diameter Straight Aluminum Pele 07 %" 13.5 96 71 5.6 4.4 20 20 ft. Alienable EPAmlmlated dcmrdmgto AASHT0 Roil and Include allowance Por1.3 gunfactar See Mounting Canfigureaan pagesforf roure or,n weight and EPAvolues. Selux Corporation a 2018 T845-B34-1400 800-735-8927 F845-834-1401 ww w.seluteus Ina continuing effort he offer the best product passible, we reserve the right to change, without notice, ns and or materials that in primed or opinion will not 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. Discera 4 LED Photometry R5 Optics / 103W / 5000K OCT Catalog #: DSC4LAX-LG4105-R5-50-120 Report #: LM-63-1995 Delivered Lumens: 8406 Input Watts: 102W Efficacy: 82 CCT:5000K CRI (Ro): 72 Maximum candela of 3966 at 65" from verticdl. IES classification: Type VS BUG Roting:B3-UO-GI Power Facto, 0.992 Total Harmonic Distortion: 6.82% Conversion Chart Values hood on 16 (4:9) mouminp 1hoti Mounting Height Multiply to- (3.0 m) 127 12' (3.7 m) 1.16 14' (4.3 m) 1.07 16 (4,9 m) 1.00, 181(5.5m) 0.84 wwoi ....er•ea"a•xe., LED CCT Prorate Table Values based on Flux Bi OCT Theoretical Multiply 3000K 1.000 35BOK 0.961 4000K 1.073 5000K 1.115 LED Information Standard Power Electrical S eciflcotion IT V Shown) Color Temperature 5000K 4000K 350OK 3000K Drive Current mA) 1 1 1050 1 700 1 500 1 1050 1 700 1 500 1 1050 1 700 1 500 1 1050 1 700 1 500 Performance Delivered Lumens(Im) 18406 16023 1 4480 18094 15800 1 4314 1 7251 1 5196 1 3865 17540 5403 4019 Wattage W) 1 102 1 68 1 50 1 102 1 68 1 50 1 102 1 68 1 50 1 102 1 68 1 50 Efficacy(Im/W) 1 82 1 88 1 89 1 79 1 85 1 86 1 71 1 76 1 77 1 73 1 79 1 82 Page 10 of 11 Selux Corporation a 2018, T 845-834-1400, 800-735-8927, IF 945-834-1401, www.selux.us Rev. 022020 Inacantinuln effort to offer the best Specification possible, found atwew.sol httachan a meet versions specifications dsuar materials prime ouropinion wlllnot ( ) 9 P P 9 9 DSC4L_SS v3.0 olterthefunctido of the product specification zheetzfound at www selux us are the most recent vers ores and supercools all other primed brelectronic versions. Page 7 of 11 Rev.02/2020 DSC4L_55_v3.0 selux Page 11 of 11 Rev. 22020 0 DSC4LSS_v3.0 IN 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 08 Pa slop Avenue, Suite 200 Charlatlesville,VA22903 PHONE: (434) 2955624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNN Street N.E. Charlottesville, VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shesoll Avenue Doylestown, PA 18901 PHONE (215)2369623 Phillips Graddick Engineering MEP ENGINEERS 501 MITI Road, Suite 105-A, Maine, GA 30350 PHONE:(770)650-9061 PLTH OF Gf� c Q U W. III Wd. 14 08/14/20 V s�9PEti ARB/SITE PLAN SUBMISSION V O to J � QC J o W m (2) WLo N 0 L O W Z O The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications, and wil( retain a''rrcommon law, statutopp and other reserved rights, including reAopulai0�rtvsfSubmittal en[s distribution lr glbother puryo�sPofficial co Tea i6rim rk tliis Pro ect Is not to be construed as publication In derllion of the Architect's or Architect's consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matmews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 OTMW2020 ARBISITEPIANREVISIONS 2 08114/2020 ARBISITE PLAN REVISIONS DESCRIPTION I SITEMATCH EXISTING FIXTURES ADJACENT TO 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 BALLASTTRAY: Ballast tray is hard -mounted to housing interior for cooler operation. DIMENSIONS ARM MOUNI DIMENSIONAL DATA 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 MOUNT Fixture A B C D E F GSM it- 1279MMI 3-112' 189MMI 19-1/4' 14BOMMI 21-314" 1552mm) 6'1152mm] 15"1381mm] 14- P56MMI 16" [406mm] GSL 14-12' (279mm] 41/4' [108mm] 25-7/6" 1657mml 27- (68Bmm) 6' (152mm] 18-3/4' [476mm] 141 [356mm] 19-3/4' 1602mml NOTE Tap cap used on GSM win 1000W flat glass cfNcaly lapped optics only FA*N Powering Saviress.WDdMitle 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 "M' 2-5/16' 159mml 314" 119MMI Die. Hole 2-7/16" 162mm1 4-7/8' [124mml (21 5/8" [16mm] Dia. Holes SITE LIGHTING CUT SHEET - TYPE XA-3 TYPE - XA-3 GSM/GSL GALLERIA SQUARE 150 - 1000 W Pulse Start Metal Halide High Pressure Sodium ARCHITECTURAL AREA LUMINAIRE ENERGY DATA CWA Ballast Input Watb 150W MP HPF (185 Watts) 175W MP HPF (198 Watts) 25OW MP HPF (283 Watts) @ 25OW HPS HPF (295 Wets) 40OW MP HPF (452 Watts) @ 40OW HPS HPF (457 Watts) 75OW MP HPF (820 Watts) follow HPS HPF T 100 Watts) EPA Effective Projected Area: (Sq. Ft.) [Without Ann] GSM: 2.40 GSL 3.90 [Spider Mount] GSM: 2.86 GSL 4.45 SHIPPING DATA Approximate Net Wright: GSM: 79 lbs. (36 kgs.) GSL: 88 Its. (40 kgs.) 1 hY 11 TD500016EN °°T April 5, 20188:44 AM page GSM/GSL GALLERIA SQUARE MOUNTING CONFIGURATIONS AND EPAS Wall Mount Arm Mount Single Arm Mount 2 @ face Arm Mount 2 @ 90e Arm Mount 3 @ 120e Arm Mount 3 @ 9V Arm Mount 4 @ 90e GSM: 2.9 GSM: 5.8 GSM: 6.8 (Round Pole Only) GSM: 9.2 GSM: 10.4 GSL 44 GSL: 8.8 GSL 9.8 GSM: 9.2 GSL 13.7 GSL: 15.6 GSL- 13.7 E* []=El ORO 10 ORDERING INFORMATION Sample Number. GSM-AM-400.MP-MT-3VSG-BZ-L Product Earn- Mounting Method Lamp Wordage Lamp Type' Voltage' Distribution Lens Type Color 1B lly I GSM=Galleria Arm Mount Pulse Start Metal High Preswre HPS--High 120V=120V IF -Type I Formed '° SG=Sag Glass AP=Grey Square AM -Am Mount' Halide Sodium Pressure 24011 2F=Type It Formed FG=Flat Glass BK=Black Medium AIS=Arm Included 150-150W ioo-t00W Sodium 277V=277V 2S=Type II Segmented'tw " BZ=Bronco GSL=Galleria for Square Pole 17rr=175W 150=150W MP=Pulse 347V-347V SF -Type 111 Formed WH=White Square AIR --Am Included 250--25OW MO=25OW Start 480V=480V ° SS --Type III Segmented n•" DP=Dark Large for Round Pole 320-32OW 400=40OW Metal MT=Multi-Tap' 4S=Type IV Segmented^^2 Platinum Mount 350--350W 7511=750W Halide TT=Triple-Tape 5S=TYpe V Segmented Ird GM=Graphhe Spider Mount 400-40OW' 1000=1000W FT=Forward Throw Metallic SM2=Spider Mount 750-75OW SL -Spill Light Eliminator "- (3"O.D. Tenon) 1000=1ONW° mtr SM3-Spider Mount CA=Crrtoff Asymmetric w/EHS (112' O.D. AR=Area Round Tenon) AS=Area Square 3V=Type III Vertical RW=Rectangular Wide 14 Options (Add as Suffix) Accessories (Order Separately) re F-Single Fuse(120,277 or 347V) GSM-EXTHS=External House Side Shield -2.24 EPA MA1014)0(=2@90e Tenon Adapterfor 3-1/2" O.D. Tenon FF-Double Fuse(208, 240 or 48OV) GSL-EXTHS=Extemal House Side Shield -2.46 EPA MA7015XX=2@120° Tenon Adapter for 3-1/2" O.D. Tenon L=Lamp Included MA1004XX=14' Ann for Square Pole -1.0 EPA 21 MAf016XX-3@90e Tenon Adapter for 3-1/2" O.D. Tenon EM=Quart, Restrike Money 0 MAIMXX=6" Arm for Square Pole -0.5 EPA MA1017XXdingle Tenon Adapter for 2-3/8"O.D. Tenon Q=Quartz Restrike11 MAIOMXX=Direct Mount Kit for Square Pale MAIOIBXX=2@1809 Tenon Adapter for 2-3/8"O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MAlW7XX=14' Arm for Round Pole -1.0 EPA MA1019XX=3@120' Tenon Adapter for 2-M" O.D. Tenon EHS=Extemal Adjustable House Side Shield MA1008XX=6" Arm for Round Pole -0.5 EPA MA7045XX=4@90e Tenon Adapter for 2-111" O.D. Tenon HS=House Side Shield'° MAIMXX=Direct Mount Kit for Round Pole MA1048XX=2@90' Tenon Adapterfor 2-3B"O.D. Tenon VS=Vandal Shield's MA1029XX=Wall Mount Bracketwith 10"Arm MA1049XX-3@90e Tenon Adapterfor 2-318"O.D. Tenon MA1208XX=11-12" Arm and Round Pole Adapter -0.8 EPA MAIOGI=House Side Shield for GSM - Field Installed u OAI066XX=Mast Arm Adapter MA1062=House Side Shield for GSL - Field Installed u MA101000I Tenon Adapter for 3.12"O.D. Tenon OA/RAf016=NEMA Twistlock Photocontrol - Multi -Tap MA1011XX=2@ 1SW Tenon Adapter for 3-12'O.D. Tenon OA/RA1027=NEMA Twistlock Photocontrol-48DV MAi012XX=3@ 12M Tenon Adapter for 3A2' O.D. Tenon OA/RA1201=NEMA Twi shock Photocontrol-34W MA1013XX=4@Sao Tenon Adapter for 3-1/2" O.D. Tenon No7es: L Customer is responsible for engineering analytic to meson pole and flow se compatibility for all applications. Refer to our whoa paper WR813001 EN for addPoonal ouplad Iefore anon. 2. Arm rot included. Sae Accessoro. a. Arm length vanes based on housing alas: 11-1W for GSM and West GSL. 4. standard Wial mospI-bete lamp watch. Manage gailmility varies by housing site, tee wattage table. 5. Requires reduced envelope ED-28lamp when used with GSM housing and fig glow vemselly lumped disks. 6. Requires retlucetl envelope STV lamp when used with GSM housing. 7. Consuh an Eaton representative for IampAeftet Wpoondltage compatibil'uy. a. Pulse start metal halide View 481 requires high nauseam to meet EISA requlrame rs. 9. Mulct -Tap balled to 12MOM24027Nwired VN. Triple -Tap belled is 120IZ7/34Nwimd to 347V. TO. Medium housing fixture only. 11. Require reduced envelope lamps. 12. Not available in 1DOOW or large housings. 11 Must use reduced envelope lamp, not available In GSL housing. 14. M optic not available with fiat glow. Is. 1000W available only in reduced emeloP e. Not awilable In "M' congestion. 16.OMerfiption. net available, 1finS matoll line of RAL color matches. Commit let IiOM1ang representative at Eaton for more Information. t7. Guom opibna not available with SL optiw. 19. Howesside s Orly, not available with 5s, M. AS, All, SL and CA optics. 20. Arm mount only, old, maximum. 21. Replace owhomldrsufnx. 21. Use for ble with fixtures d tic increment.. 22 Compatible wiN sag lens vertical odiw only. Eaton 4 1121 Highway 74 South 302 Peachtree city GA 3026g Smeniwdons end P: npd86a93D dimensions subject to Powering asinws WaltlM'tle www.wton.mmai9Ming Menge without notice. TD50001SEN April 5, 2018 8:44 AM Schedule Number Lumens Lumen MOUNTING Symbol Label Image OTY Manufacturer Catalog Number Description Lamp Lamps Filename per Lamp Multiplier LLF .adage 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, X-6" AFE Lighting MVOLT DDBXD 3000 KELVIN, DARK BRONZE 30K_SYM_DDB BUG FINISH XD.ies RATING: Bi - O B U1-GO Nw+: 799[d 4 Luminis Canada OC950-L1L40-R15 Oculus S" RECESSED WET (1) Nichia NFDWJ130B- 1 OC95G-L1L40- 3927 1 1 45 100% Direct Type - 85'-0" AFE O Inc. RATED DOWNLIGHT, 3000 KELVIN, DARK BRONZE FINISH V2L CAN Philips- XIO55C18OVO54BSJ1@ R15.ies Downlight C 120.00V 4 131 LUMENPULSE LOGN-2W-48V-12-30K- CEILING MOUNTED BALCONY 1 LOGN-2W-48V- 165 1 1 2.2 100% 10'-0" AFE LIGHTING 1OX30-CL-XXSI RUN LIGHT, LINEAR SPREAD, 3000 12-30K-tOX30- D LONGUEUIL, AT48 VDC KELVIN, DARK BRONZE FINISH CL-XX-SI.ies QUEBEC 23 Gotham EVOBSC 30115 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 LO SURFACE CEILING MOUNT, 80 CRI, 3000K, 150OLM, MED AR_MD_l-Wes 0=0.89, SC - 90=0.88 DIST, CLEAR, MATTE DIFFUSE, 3000 KELVIN, DARK BRONZE FINISH 6 Lithonia WDGE1 LED P7 30K WDGE1 LED WITH P1 - 1 WDGE7_LED P 1161 1 1 10.0002 100% TYPE II, 10'-0" AFE Lighting 80CRI VF PERFORMANCE PACKAGE, 1_30K_80CRI_ VERY B 3000K, 80CRI, VISUAL COMFORT FORWARD OPTIC, VF.ies SHORT, BUG RATING: BO - DARK BRONZE FINISH -UO-GO =- _ 2 Q e:aa4 8 Luminis Canada CL345-L224W20 Lumistik CL345 Wall (M1 OCC84OD56N3S) t CL345- 1660 1 1 20.7 100% Type V, 10'-0" AFE G Inc. White 20W SSL C/w Thomas Research Driver L224VV20.ies Shoat �^�� LED50W-072-CO700-D 120.00V Nw+: 17nd 4 COOPER GSM-XX-250-MP-XX-2S MEDIUM ARCHITECTURAL AREA 250 WATT PULSE- 1 GSM-XX-250- 0 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 FGAES EXISTING O MCGRAW- DARK BRONZE FINISH FIXTURES XA-3 EDISON ADJACENT o (FORMERLY SITE AND NOT EATON) Herr 1669Z,cd TO EXCEED za'-0'• 9 SELUX DSC4L-X-LG4500-R3-30- Formed aluminum housing, 30 white LEDs t DSC4L-X- 4013 1 1 49.3086 100% MOUNTING Corporation -XX-120 specular reflector, clear glass I LG4500-R330- HT. TO MATCH O ens XX-120Jes EXISTING FIXTURES ^^��..�� XB `L!Rd ' ADJACENT o SITE AND NOT Ma,.: dam TO EXCEED 20'-0" 42 WE-EF USA 615-7321 STI134 LED, Wall Luminaires / Mid Power LED, Wane i 615-7321.ies 112 1 1 5.6 100% l'd" AFE Recessed STI134 IP55:LED- White 5W/3K;STI134 LED, Wall LEDLUMENS=690.0 Ins, Luminaires / Recessed, 3000 LEDs No=1, o H Kelvin, Dark Bronze TOTALLUMENS= 690.0 Ins, Tc=25 C LEDLUMENS=112.31m, LEDs No=7, TOTALLUMENS=112.3 Ins, Ta=25 C 3 WE-EF USA 675-5876 FLB141 LED T4, RAIL66 FLB141 6 LED, Warm White - 6 675-5876.im 305 1 1 21 100% 10'-O" AFE [W] IP5S: ED-. 120 angle of beam 6/18W/3K:FLB141 LED T4; LEDLUMENS=390.01m, RAIL66, 3000 KELVIN, DARK LEDs No=6, ❑ BRONZE FINISH TOTALLUMENS= 2340.0 Im, T]=85 C LEDLUMENS=305.2 Im, LEDs No=6, 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'-O" AFE [M] IP66:LED- 120 angle of beam 24148W/3K;FLC240 LED, LEDLUMENS=271.51m, Pmjectols, 3000 KELVIN, DARK LEDs No=24, O J BRONZE FINISH TOTALLUMENS= 6515.0 Im, TI=85 LEDLUMENS=245.91m, LEDs No=24, r-m,.: _+Dorm TOTALLUMENS= 5901.6 Im, Ta=25 C 4 WE-EF USA 620-7577 PLS420 LED, Wall Luminaires / 6 LED, Warm White - 6 620-7577.ies 214 1 1 21 100% 22•-0" AFE Surface Mounted PLS420 [A60] 120 angle of beam IP66:LED-6/18W/3K;PLS420 LEDLUMENS=390.0 Ins, LED, Wall Luminaires / Surface LEDs No=6, K Mounted, 3000 KELVIN, DARK TOTALLUMENS= 2340.0 BRONZE FINISH Im, Tj=85 C LEDLUMENS=213.7 Im, LEDs No=6, m;.. a+;cd TOTALLUMENS= 1282.3 Im, Ta=25 C 24 LUMENPULSE LXTD RO-120-48-30K- LUMENCOVE, 3000 KELVIN, i LXTD RO-120- 871 1 1 19 100% 22•-0" AFE e M XX-XX DARK BRONZE FINISH 48-30K-XX- XX.ias 180 LEDI V4-0UT-30-SB Inspire V4 Outdoor 3000K Super 2835 1 V4OUT-3O-SB- 181 1 1 4 100% 12•-O"AFE, Bright LED Tape Light- 1 Foot 1FT-typeC.ies AND 38'-0" N Units for total of 1801inear feet. AFE 3000 kelvin, dark bronze finish SITE LIGHTING SCHEDULE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Balcony + 4.3 fc 4.4 to 4A fc 1.1:1 ICA Cale Zone 1 + 4.5 fe 16.8 fc Q0 fc WA WA Cale Zone + 3.3 fc 6.8 fc Q6 is 113:1 5.5:1 Cale Zone 3 + 4.7 fc 10.1 fe 1.3 fc 7.8:1 3.6:1 Cale Zone + 3.7 fe 9.6 to 0.8 to 12:0:1 4.6:1 Calc Zones + 2.1 fo 7.7 It 0.0 fe WA N/A Calc Zone6 + 0.2 fc 1.9 It 0.0 fc WA WA Calc Zone? + 0.2 fc 0.3 It 0.0 fc WA WA Cale Zone + 0.2 fc 1.9 fc 0.0 fc WA WA Cale Zone 9 + 0.4 fc 6.7 fC Q0 IC WA N/A Cale Zone 10 + 1.6 fe 4.0 he 0.1 fc 40.0:1 16.0:1 Cale Zone 11 + 5.2 fe 14.8 f. 0.0 fo WA WA Cale Zone 12 + 2.6 fc 16.0 fc 0.0 fc WA WA Cale Zone 13 + 1.1 fc 8.8 fe Q0:fc WA WA Cale Zone 14 + 3.3 fic 3.5 to 3.1to 1.1:1 1.1:1 Cale Zone 15 + 1.2 fe 42 fc 0.0 f0 WA WA Cale Zone 16 + 1.3 It; 6.8 to 0.0 INC WA WA Cale Zone 17 + 1.0 fe 1.8 to 0.0 fc WA WA Cale Zone 18 + 1.5 fo 3.2 It: 0.1 fo 32.0:1 15.0:1 Cale Zone 19 + 0.8 fo 1.6 It 0.1 fc 16.0:1 8.0:1 Calc ZOne20 + 1.5 In 6.5 fe 0.0 fc WA WA Calc Zone21 + 1.6 fe 6.4 fC Q0 fe WA N/A Calc Zone 22 + 1.0 fe 4.1 fe Q0 fe WA N/A Calc Zone 23 + 1.4 fc 5.7 fc 0.2 fe WA WA Cal. Zone 24 + O.9fc 3.7fc 0.0 fc WA WA 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 61h Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 08 P2slon Avenue, Suite 200 ChadoaesMlle,VA22903 PHONE: (4M) 2955624 Dunbar, Milby, Williams, Pittman and Vaughan,PLLC STRUCTURAL ENGINEER 110 TNrd Street N.E. Chadooesville, VA 22902 PHONE: 434) 2935171 Integrated Aquatics Engineering POOL CONSULTANT 75 Showell Avenue Doylestown, PA 18901 PHONE (215) 230-86M Phillips Graddick Engineering MEP ENGINEERS apostates MITI Road, Suite 105-A, Among, GA 30350 PHONE:(TT) 850-9061 1 PI OF Gf� c Q W. III U W0•.14� 08/14/20 G pE ARB/SITE PLAN SUBMISSION V 0 co ttttttJ •� Q 0 C J o 0 co Lo W N 0 0 L L O � W Z 0 /Hw) The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includ the Drawings antl Specifications, and will retain al�common law, ffi statutopp and other reserved rights, including reAopulai0�rtvsfequ�bmeimeln[s olr glbother puryo�sPsn ial co7lnec[i6tr unlit 1(iis Protect is not to be construed as publication In derogation of the Architect's or Architect's consultants' reserved rights. Drawings and Specifications are ©2019 by Mitchell Matthews Architects 8 Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS 1 MARK I DATE I DESCRIPTION 1 07/O8/2020 ARB/SITEPLANREVISIONS :i I I IN I I 10 ICSIZA I *I:] I a I] I BLDG OVERLAP AT SLOPING GRADE (@ District Avenue) S P E C I A L EXCEPTION ALBEMARLE C O U N T Y _ _ m^ Ian ROOF APPURTENANCE ROOF APPURTENANCE SETBACK 6 8 T ----- — ----- ----- rn 6 7 g > 5----------------------------------------------------- _ --- ------------------------------------------ 0 � 5 - 6 5 H- CD --- 4------------------------------------ n U) U C0 0 3 4 5 4 r ~ ---------------------------------- ---------------------- ------------------------------------- - rn HYDRAULIC 2 3 q 3 0 Q RD-------------------------------------- ------ ----------- ----- —--------- -- ----- ----------------------------- - U) J z 12------- 3 2 o CO 2 O oous E BOND z's2z;z;zs'>'s;;zzsis!....................ss; ssi ssz;zzi,,,,,,,,,,,,,,,, , 's %Y„3,ir,'Lis 's 'szs£i 's%%'si 'ss 'si 's 'sfi'ssii3,'s' 'si'z' HEIGHT ST U b's?s 3,i z's >%„ii z'si„'siis£i ? s£i"r„'sss £i £'si %3's; ;;;;;; ;;;,;,,,,,;,,,,,1 4i....J w ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, W ,,,,,,,, ,,,,,,,,,,,,,.,,,,.,,,.,,,,,,,,,,,,,,,,..,,,..,,,.,,,,.,,..,,,,,:,,.,,.,,,,, „ , ,,,,..,,,.,,,,.,,,.,,,,,,.,,,.,,,,,,,,,,..,,..,,,.,,,,,,,,,,,,,,,.,,,.,,,,,,,,,,,..,,,.,,,,.,,,,,,, ,,,,,,,,.,,,,,,,,,,,,,.,,,..,,,.,,,,,,,,.,,,.,,.,,,..,,,.,,,,,,,,.:,,..,,,.,,,,,,,,,,,,,,, - 370 +/- LL cc W Q Z.5; Ow Hm NQ BUILDING STORIES @ DISTRICT AVENUE MITCHELL • MATTHEWS ARCHITECTS & PLANNERS CHARLOTTESVILLE. VA 434.979.7550 08 2019.12.23