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HomeMy WebLinkAboutSDP202000024 Plan - Approved Final Site Plan and Comps. 2020-11-06N ilia I .. 0. i U-1 0 lumm OLN K IL I SHEET NO. DRAWING NO. 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 L.5.0 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-N 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' . - -, ._ er �'111 � PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 7 WP02011-00055, SDP2011-00047 SDP2019-00057 0 J Q-� pQQ FASHION r SQUARE MALL wN! RD OD 0 Gp a0 ry h�v `i SITTE SITE o a� eo 4CppPO SEMINOLE pip 4 SQUARE SHOPPING y% CENTER 0 Q, �o9oGG c� US taW`f 2e/250 '9 �Ao�yo� gYpA55 Gn w � � �a VICINITY MAP SCALE: 1 "=2000' BLOCK D1 PARKING REQUIREMENTS: BLOCK D1 APARTMENTS (RESIDENTIAL): 370 SPACES BLOCK D1 RETAIL: 9 SPACES BLOCK D1 TOTAL PARKING REQUIRED: 379 SPACES STRUCTURED PARKING PROVIDED: *347 SPACES (INCLUDES 12 HANDICAPPED SPACES) *PARKING REDUCTION APPROVED BY ZONING, PER LETTERS DATED FEBRUARY 26, 2020 AND JUNE 23, 2020. TOTAL PARKING PROVIDED: 347 SPACES. SITE DATA A 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: ODESAIOOCONNORCP.COM WW ASSOCIATES, INC 968 OLYMPIA DRIVE, SUITE 1 CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: JOHN D. BEIRNE, JR., P.E. EMAIL: JBEIRNEOWWASSOCIATES.NET 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. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECMON AREA: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: AREA EXISTING USE: PROPOSED USE: inix :A YARD REQUIREMENTS: PROPOSED BUILDING HEIGHT: BUILDING GROSS AREA: TRAFFIC GENERATION: (PER TTE TRIP GENERATION MANUAL, 8TH EDITION) TOTAL VPD: WW ASSOCIATES, INC DATED: MAY 29, 2013 WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: SEPTEMBER 20, 2019 ALBEMARLE COUNTY, VA JACK JOUETT N/A (NON -WATER SUPPLY WATERSHED) TM 61 W, PARCEL 3-19A NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR & AIRPORT IMPACT PARKING LOT RESIDENTIAL (APARTMENTS) COMMERICAL ON -SITE DUMPSTER THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. 88' MAX. (VARIES; 6-7 STORIES) 65,080 SF APARTMENTS (USE 220) 6.65 TRIPS/UNIT/DAY 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 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 %) 1 ADDRESSED COUNTY COMMENTS JDB 05/21/20 TH 0 r ' + � ic. No. 0 r�04� 10 r a7- p) ���r ":� S, �1 sr T� .4+•� 'Sir►.,,ONA` Y� ♦1 ENGENEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 968 Olympia Dr, Suite 1 Lynchburg, VA24502 Charlottesville,VA22911 Phone: 4343www.0 Phone: =134.98=1.2700 WWW.WLY8550C131e5.ne1 aEsrc�E>�DB: PROJECT: STONEFIELD BLOCK D- 1 FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 4 2 ADDRESSED COUNTY COMMENTS JDB 07/08/20 3 ADDRESSED COUNTY COMMENTS JDB 08/14/20� DRAWN BY. KTM DRAWING NUMBER: C- 1 4 ADDED DEED BOOK AND PAGE INFO FOR NEW EASEMENTS JDB 10/27/20 TITLE: COVER SHEET DtNR eY:HFW SHEET NUMBER: 1 1 of i 2 WWA NUMBER: ^/ 90 �} 190�0.03 L V T FILE NAME: 0 O C 9D40i13C_�/S-i'd1Vg DISCIPLINE: CML Lltrt SCALE. A� H:/"{.7 SHOWN J V. NIA DATE: o21201z0 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE EX SYMBOL LEGEND NEW AIR RELEASE VALVE $ BENCHMARK/FFE BLOW OFF VALVE m BOLLARD U Q� BORE HOLE ❑o BUILDING COLUMN BUSH ® CABLE BOX Q n CEMETERY CONIFEROUS TREEWE ABBRMATIONS ° DECIDUOUS TREE 0 AFF ABOVE FINISHED FLOOR HB HORIZONTAL BEND RT RIGHT � DRAINAGE INLET GRATE � AHD AHEAD HC HANDICAP R/W RIGHT OF WAY (0= DRILL HOLE ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHYLENE SAN SANITARY SEWER (i) ELECTRIC METER BOX p BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE f, ELECTRIC PANEL BOX fQ BF BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN 7E ELECTRIC PEDESTAL [E] BFF BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE E) ELECTRIC MAN HOLE BM BENCH MARK INV INVERT SL SLUDGE Z FIRE DEPARTMENT CONNECTION BK BACK IPF IRON PIPE FOUND SQ SQUARE FIRE HYDRANT BOV BLOW OFF VALVE IRF IRON PIN FOUND S.S. STAINLESS STEEL PY b FLAG POLE BW BOTTOM OF WALL IRS IRON PIN SET SSMH SANITARY SEWER MANHOLE n GAS MAN HOLE CAN CABLE TELEVISION JB JUNCTION BOX STA STATION wi GAS METER G CG CURB &GUTTER LAT LATERAL STD STANDARD HI GAS VALVE � CIP CAST IRON PIPE LF LINEAR FEET STL STEEL ® GENERATOR 0 Q CENTER LINE LP LAMP POST SW SIDEWALK GROUND LIGHT +� CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED GUY POLE CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED � HANDICAPPED PARKING CONC CONCRETE MF MONUMENT FOUND TC TOP OF CURB ® HEAT PUMP ❑H COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE 0 IRON PIN CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL 0 LIGHT POLE 0 CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL 16 MAILBOX � DI DROP INLET NF NAIL FOUND UG UNDERGROUND MONITORING WELL DIA DIAMETER NO NORMALLY OPEN UGT UNDERGROUND TELEPHONE MONUMENT FOUND DIP DUCTILE IRON PIPE NS NAIL SET UGU UNDERGROUND UTILITY MONUMENT SET EF EACH FACE NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED PANEL POINT EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND POWER METER ELEC ELECTRIC OC ON CENTER VHD VEHICLES PER DAY POWER POLE 0EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER -~,-� ROAD SIGN -�- EOTL EDGE OF TRAVEL LANE PF PLANT FLOW WAS WASTE ACTIVATED SLUDGE � SANITARY CLEAN T OU � EQPT EQUIPMENT PGL PROFILE GRADE LINE WL WATER LINE ) SANITARY SEWER MAN HOLE EW EACH WAY PP POWER POLE WM WATER METER -a- SIGN --- EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION U SPRINKLER HEAD FF FINISHED FLOOR PRV PRESSURE RELIEF VALVE WT WATERTIGHT (,[�TU ) STORM DRAIN MAN HOLE FH FIRE HYDRANT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC E TRAFFIC LIGHT POLE 0 FM FORCE MAIN PVC POLYVINYL CHLORIDE XING CROSSING (T TELEPHONE MAN HOLE G) FL FLOURIDE PVMT PAVEMENT YDS YARDS ❑T TELEPHONE PEDESTAL FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT 4=4- TELEPHONE POLE - J- GALV GALVANIZED RCP REINFORCED CONCRETE PIPE TELEPHONE JUNCTION BOX GV GATE VALVE REQ'D REQUIRED TP � TEST PIT 61 NOTES: 0 TRAFFIC CONTROL BOX 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. 0 TRAFFIC JUNCTION BOX Q TRAVERSE A UTILITY MARKER POST 0 UTILITY POLE C-0-3 O VENT PIPE 0 (Wi WATER MAN HOLE (W ATE WATER METER WATER SURFACE ELEVATION wv lxj WATER VALVE wv I WELL 11J YARD GRATE SHEET REVI BY I DATE I NO. REV® BY I DATE TH OF ----Lie. No. % 7,61-- 'f"ONAL � EXISTING --- R/W - - R/W OHCT UGCT OHT UGT OHCT UGCT UGCT DRN OHT UGT OF UGT OHE OHE - UGE UGE — X a o � o GAS GAS PF R A SS FM FM SAN SAN TO B TO B OHU OHU UGU UGU WAS W W W BW BW BW D D D FBW FBW FE FE FE FW FW FW NPW V+JP WP WP RAW RAW ENGINEERS SURVEYORS PLANNERS SOCIATES PO Box 4119 969 Olympia Ur, Suite 1 Lynchburg, VA 24502 Chad°ue ill,, VA 22911 Phone: 434.316.6080 Phone: 134.984.2700 www.wwassociates. net 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 LI N E 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 li OF UGE UGE —0-0-0-0 PF TO B TO B WAS w w w Bw Bw Bw Cw CW Cw D D D FBW FBW FE FE FE FW FW FW HW HW HW NPW wP wP wP RAW RAW DESIGNED BY: PROJECT: STONEFIELD BLOCK D-1 JDB FINAL SITE PLAN DRAWN BY. ALBEMARLE COUNTY, VI RGI NIA KTM TITLE: DIHR BY: ABBREWIATIONS AND LEGEND HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 219040.03 904003C_ND-?.dwg CML U. NIA 10-3128120 SET REV. NO. 4 DRAWING NUMBER: C-2 SHEET NUMBER: 2of12 I Q as 9 w 1 NO. 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). 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 9OL BS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT 1000L.BS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/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 80L BS/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. 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 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 IIS 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 HYDRANTALL 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 UNES 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. 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 PLANTS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. 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 APPLUCATION 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. 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. S. 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 (HORIZONTAL -VERTICAL). 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 WfTH 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. 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 FUGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE. LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. THE PROPOSED APARTMENT BUILDING SHALL BE PROVIDED WITH A BACKFLOW PREVENTION DEVICE IN ACCORDANCE WITH SECTION 8 OF THE ACSA RULES AND REGULATIONS. STORMWATER NARRATIVE STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE PERMANENT NORTH SWM FACILITY LOCATED IN THE ADJACENT COSTCO PARKING LOT. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023 AND WPO# 2013-69. AN ASSUMED POST DEVELOPED IMPERVIOUS COVER OF 90% WAS UTILIZED IN THE DESIGN OF THE UNDERGROUND DETENTION SYSTEM FOR ALL ON -SITE COMMERCIAL AREAS. THE PROPOSED IMPERVIOUS COVER FOR BLOCK D1 IS 83.4%. THEREFORE THE EXISTING NORTH UGD IS ADEQUATE TO PROVIDE STORMWATER DETENTION FOR THE PROPOSED IMPROVEMENTS AND THE POST -DEVELOPED RELEASE RATE HAS DECREASED FROM THE ORIGINAL ANALYSIS. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023 AND THE BIOFILTER INSTALLED AS PART OF THE STONEFIELD BOULEVARD ROAD PLAN, WPO# 2011-00036. THE ORIGINAL BMP ANALYSIS FOR BLOCK D1 WAS DEFINED AS PART OF THE STONEFIELD BUILDING 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) THIS SUBMISSION RETAIL 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 1 2,073 0 220 306,425 264,975 459 308,498 264,975 679 JDB 05/21/20 .4++V o� 0 DESIGNEDJ��: PROJECT. STONEFIELD BLOCK D-1 O� r ENGINEERS FINAL SITE PLAN Y. SURVEYORS DRAWNsALBEMARLE COUNTY, VIRGINIA ms Z PLANNERS TITLE. i ic. No. 0 DIHR BY. GENERAL NOTES ,No��r r AsSOClATES PO Box 4119 968 Olympia Dr, Suite 1 S 7 °�0 ti"� Lynchburg, VA 2450 �,,3 �an�=Y ��t. VAz2911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. t�S.j•DNAL F'# Phone: 13d316.6089 Phone: 434.984.2700 2l,9O 0.03 904003C-ND-2.dwg CAL H: N�'A (a2 8 �O BY DATE No. SHEET REVISION BY DATE 004#4♦4*N WLVWhVLVa550C1ate5.iCf r ff V. N/A SET REV. NO. 4 DRAWING NUMBER: C-3 SHEET NUMBER: 3of12 NO, EARTHWORK REQUIREMENTS I.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEA11HERED 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 X 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. ill__:_: �i �► 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, ML, 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 f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 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. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 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 %-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. SHEET REVISION BY DATE S ,TH 0p 1 1, ---Lie. No. 05267'-,, A.141 Klr,OXAL EZ,G 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 BACKFIWNG: 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 BOADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS do 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 DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 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. 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. 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 SAND 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." GEOTE MLE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL WASTE IUNSUITABLE 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 BACKFlLL 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 ,® DESIGNED BY. JDB ENGINEERS SURVEYORS DRAWN BY.• XTU PLANNERS D1NR BY: HFW AssOCIATES PO Sox 4119 968 Olympia Dr, Suite 1 Lynchburg, VA 24502 Cl a l.ne ,Ile. VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.ner WWA NUMBER: 219040.03 PROJECT. STONEFIELD BLOCK D-1 FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE. EARTHWORK REQUIREMENTS FILE NAME: DISCIPLINE: SCALE. DATE: 904003C_ND-NDCML H: N/A 02128120 V. N A SET REV. NO. 4 DRAWING NUMBER: C-4 SHEET NUMBER: 4 of 12 Im 311: 'O 4 11 I J 7- I Q W) C) !� Q Ql .,-� e 0 a,L Q) -W rn -6 C 1Z W) a C; 1* 43 0) V- C4 .-� C �a a. ID :t W 'a 4) tit 0 r_ 0 V- I L-J 8 � 0) V� N 1-01 I --- --- - - , "" !1'�,�'J,:,.,�J�u-1,!-. I I J -.,i :,I 11I . )�,`, % D I .. AJJI� �) ' ') I I I',; ,,;4 0 � I I COUNTY OF ALBEMARLE �-I'(� -1--­­11­­.,--,_, - J)epa villicat Of Community Development 401 Tvicintire Road, Nof th Wing Charlottesville, Virgillia 22901,.4596 Ttione (434) 296-1.�832 Fax I 6134) 972-4126 - March 23,2012 Valerie Long 321 E, Main St., Suite 400 Charlottesville, Va 22902 ffer Anientimprit RE: ZMA201100007 Albemarle PlaceiSt011efield Pro 0-0-00-01990 (as it has been TAX MAP, PARCELS: 061WO-0-00-019AO, 061VV subdivided), 013*10-03-00-02300, 061WO-03-00-02400, 06-1WO-03-00-02500 Dear Ms. Lonq� The Board of Supervisors approved the above referenced application on March 14, 2012 in � accordance with the attached proffers dated March 13� 2012. Please referto this document for any future applications and requests on this property. please be advised that although the Albemarle County Board of Supervisors took action may lawfully on the project noted above, no uses on the property as approved above begin Until all applicable approvals have been received and conditions have been met. This includes: . compliance with applicable PROFFERS; SPECIAL USE PERMIT; . compliance with conditions of any applicable . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . of a ZoNING COMPLIANCE CLEARANCE. approval if you have questions or, .roments regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. Sincerely, - I �, - V. 'P�ayl�n rillimberg Director of planning cc: pl,,,�,, Albemarle Place EAbAP,.LC Albemarle Place EAAP LLC C/O Torn Gallagher P 0 Box 528 7200 ftsconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Afficruarle Place/Stonefield PROFFLRFORM Data: March 13, 2012 ZMA # 2011-00007 Albemarle Place/Stonefleld Tax Map and Parcel Numbers: 061WO-03-00-019A0, 061WO-03-00-019BO (as it ]ills been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO-03-01l 65.034 Acres zoned Neighborhood Model ll (NNID) it) be rezoncd to Neighborhood Model District (NMD) Alhernarle Rcalty (E&A�), LLC, a South Carolina limited liability company is the oviner oftwo parcels (if land that Were subdivided froin tax inap parcel 061WO-03-00-019BO, which parcels are shown as "Lot D2", containing 5.487 acres, and "Lot DT', contairlitig- 1.010 acres, each on a plat entitled "Plat Showing Subdivision of Stoncheld, Jack JoutU Magisterial District, Arbemarle County, Virginia" dated July 15, 201 1, last revised Novtinbtr 10, 201 1, prepared by W.W. Associates, which plat is of record in the Clerk's Office, of the Circuit Court of Albemarle County, Virginia in Deed Book 41 3.5, page 215 (the "�uhdi vision Plat"), Thellavellat Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that , ,v,,issLibdivi(It�(Ift(iiultixnlnppai'cL;106tWO-03-00-019BO,-�viiichpar(;elissliowtias"[,oti�.2�' containhig 7.638 acres,, oil tile Subdivision Plat. For the purposes of these proffers, Albemarle Place FAAP, T,r.(', and AIll Realty (E&A), LLC are collectively referred to liefein as (the "Owlicr"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fiee simple owner (the "Owiier") of tax inap parcels 061WO-03-00-019AO, 061 WO-03-00-02300, 061 WQ-03-00-02400� 061 WO-03-00-02500, arid the. residual portion?. of tax map parcel 061WO-03-00-019130 that -,vcre not conveyed to eithet Albernarlo Realty (E&A), LLC orTho Haven at Storiefield, LLC. Forthe purpusus of these proffers, Albernarle Plact EAAP, LLC, atid Albemarle Really (E&A), LLC are collectively referred to herein as (the "Owner"). . Tax mapparcels 061WO-03-00-019AO, 061WO-03-00-02300,06t-'AiO-03.-00-02400,061WO-03- 00-02300, and 061 WO-03-00-019BO (including the lots created theze From pursuant to the Subdivision Plat) (cullectively, the ;'Property"), arc the subject of zoning map aniondincut application number ZMA 2011-00007 originally submitted as "Albernarle PhIc5 Proffer Amendment," which application riame has been renlined io "Stoliefield." , Ptmquatu to Section 333 of the Albernirfe County Zoning Oydinarice, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, whichsh.all be, applied to the Property if the rezoning is approved by Albuinarlu County. These condi Lions are proffered as part Of �hc rezoning and it is auknowlud,.�:d that [he conditions aru fcasurtall The Albeirlinle Pliu.;L/Stuntfitld piojecl. was originally approved by the Couilty 3uard of Super visors oil Octobei 22, 2003 as ZMA 2001-007, along with proffiN hroirt the prior o\vripi dated Outober 22, 2003. and a Code ofDevelopinent prepared byThe Cox Company dutod Original Proffer: Amendment: X October 15, 2003 (Willi Exhibit A to the CodQ of Dcv�AoPlIMit Imt, rcyised July 8, 201 0) (Lh,,, "Code of Developinmt"). 'I he Code ofDeveloprrient inclucL-d all application plan (the "Application Plan"). The improvements proposed for the Property are collectively tefcri:ed to as the "Ilro�jtct " 3 lie tcrni "Owner" as referenced lierein shall include within its ratanim, the owner of record and silccc�qsors ill interest. ']'Ile term "Application Plan" relefs to Exhibil, Z Th�e tenii "Code of Development" refers to Exhibit B. The proffers dated October 22, 2003 that were approved with Z,\/IA 2001-007were amended by profl�cis dated July 23, 2010 that were approved With ZMA 2008-0003 by the County Board of Sall on August 4, 2010, arid by profl�ers dated August 5, 201 1 that were approvoci with Z-MA 2011-0004 by the County Board of Supervisors oil September 7, 201 1. J liese proffers airend and supersede tile proffers arcepted in conjunction with the approval of ZRIA 2001-DO7, ZMA 2008-0003, and ZMA )O 1 1-0004. . The headings of the proffirs set forth below have been fa-cparcd ror convcnicrlucor ruPurorce only and shall riot control or ttffic!, thu, tricaning or be takint as all intcrilfetation of any provisions of the proffers. I . Phasing of Improvements: The Owner .,hall phase development of the Project as follows; A. Phase 1: Phast I of the Pi!qject shall be composed ofBlooks A, B, C ,aid D as Shown on theApplicaticii Plan, and as shown in more detail on Exhibit A- I attached hereto ("Phme l'),and shall include street and utility iroprovenicitts to sci-vc the planned building improvements contained within Pha.�L; I � As part Or Piias� I, the owner shall design Laid constroul. District Avenue (I"binierl v known as Albemarle Place Boulevard arid as Fourth I Strect/Ccdar I -Jill Road) ("District Avenue") from Hydratilic Road to the point where District Awaae wirnects with the new planned western entrance to the Sperry Marine facility in the, location shown oil the Application Plan, and as shown in inore dotait oil Exhibit A-1. This first phase of District Avenue shall include all supporting utility infraStRIVnJIVe (In Such StYnt, arid shall be completed prior to issairicc of a final certificate of Occupancy forany buildings , xithin Blocks A, 13, C and D, Construction. of tilt first phase of District Avenue shall be dcomed cornpleic when it is constructed ill conformance with the plans approved by Alb--imile County or by the Virginia Department of Transpoftation ("VDOT"), Us applicab1c, arid ill any evetittfic County Enaincer his approved it for Vehicular travel No moft than. three hundLed severity thousand (370,000) square feet of commercial.space and one hundred seventy (I 70) dwelling units may be constructed within tilt Ploject until the remainder olA)istrict Avenue is constructed to the new planned intersection with U.S. 1(oute 29 as shown on the Application I'lari. Notwithstanding anything to the cotilracy contained in this Paragraph I A, tile Owner shall be permitted to utilize portions of till Phase 2 land (as shown on Exhibit A-1) for the installation of infraso-oclure lo serve die Plla,w I building impirove.ments to be constructed in Blocks A, B, C and D. B. Phase 2: Phase 2 of the Projuct shall be composed of BloGlc5 F, F and G as shown (in tile Application Plan arid as sho-wn in more detail (in Exhibit A- I ("Phase 2"), arid shall include ' street and utility illiprovernents to Stfvc tile planned building improvements contained within Phase 2. As part of Phast 2, the Owner shall design arid construct District Avenue froin the Original Protlbr� Amendment: X IMillt Where it cOnIleCtS With the llc,,v planned western entrance to the Sperry Marine laGitity ilorth and east through Blocks E, Fand G to the new planned intersection with U.S. Routc� 29 as shown Oil the Application Planand asslinwr in move detail on TNNbit A-1 � Thi,ssccond phase of District Avenut shall iucludeall supporting utility infirastructure onstich .street and shall be EonilActed prior to issuance of a final certificate of Occupancy for anybuildillp's within Mfocks F, F and 0. Construction of the second phase of District Avenue shalt be (Icemcd Complete when it is Const-ucted in conformance with the plans approved by Albemarle Counly Or by the VDOT, as upplicablt:, and ill any event the County Engineer has apl,roved it for vehicular tiavel. Notwithstanding anythiug to the cohlrary contained in this . Poritograph IB, the Owner shall bo permitted to utilize portions of the Phase 2 land (as shown oil Exhibit A-]) for tile installation of infastructure to serve the Phase I building improvements to be constructed in Blorks A, B, C arid D. Notwithstondiligallything to tile cuntrary contained in this paragraph IB or in paragraph IA above, final certificates of occupancy may be, issued for buildings within Blocks A, E3, C, D or E beyond the threshold levels coutaillecl in paragraph IA, provided that (lie Owiwr (i) has, wastructed It[ least a temporaly road (at standar& acceptable to (lie Director Of CD111ORInity Dcvclopmuni.) conriecting the, tirst phaw Of District Avenue to tilt new planned intersection With 03. Rmito 29, Or (ii) can derrionsishtc during the site plan review process, through traffic analysis accciptable to th�; Dirc4.Jor of Conuri�uuty D,-velopruerit und VDOT, flint additional tratfic front suvh buildings, when aggregated With the traffic generated by the uses fbr which certificates of occupancy have been issued for buildings in Phase 1, will not Cause the � Rydraulic Road/U.S. Route 29 intersection to fall below an acceptable level of service. All final site plans for the Pro ect that hicludo any portion of District Avelitleshall include ,I note J reserving the portion of the pioporty comprising District Avenue for future dedication as a public road, andwithin sixty (60) days after wrifteu request for such dedication, the Owner shall dedicate the portiori of the property comprising District Avenue for a public road. Tfthe pnblic right-cf-way is not dedicated by subdivision plat, the Owner shall be TCSpOuNible fOl' die cost of asurvey and preparing tile deed to convey the public right-of-way, to tht County. . C, Landscape improverricats and associated strettscape improvements to serve the planned building improvements coiitaitied within each block shall be reviewed at the finie of final site plan review for each block, The Project shall havea consistently desigiled alid planted strettscape. along Route 29,uid Hydraulic Xoad, 2. Community Development Anthoriky Participation: Upon Ye(piest by the County the � " Owner shall petition for arid consent to all tax inap parcels used for tion-residential purposes participating in a Conarrarinity DcvcIopjacnt Auth I od(y ("CDA") cstablislied pursuant to Section 15.2-� 152, or seq, of [lie Code of Virgirda ('Code") to lie created 1`01- the Purpose Of implementing Route 29 legional transportation imp'rovcmciiL,�, including but not. li).nited to transportation �nprovumcntN within the "qUJ)Cr Block" (1-110 gCOgfRpJIiUHI area 11OLIndcd by Rou[k; 29, Hydraulic, Road, Commonwealth Drive, aml Otuvitbrior Drive) and itacrscclional iinpruvcinunts m,souiatud therewith, 3. Cash Proffer for Route 29 Regional Transportation: Tile Owner will inake a cash contribution to the County for tht IvIP0129H250 Phase 2 Route 29 regional transportation stuciy in the. 21nount of One Hundred Thoumid Dollars ($1 00,000,00). The cash contribution Original Proftcr: Amendment: X 8hall be made by the Owner within thirty (30) days upon request b)l tilt COLL11ty. This profl'cr has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calming linprovenieuts: Tho Ovaier shall contributc Tcn Thousand DollaTq ($10�000�00) to the City of Charlottesville for the construction by the City of traffic calining imptoycnicris oil 9waiiNon Road, Cedar Hill Read and othef City streets intersecting Hydraulic Road ill tile vicinity of SLonufuld. The cash contribution shall be inade by th-- Ownerwithin thirty (30) days Up011 Tuilucst by (lic CiLy. if tile traffic calming hoplavetaclats arc� not implPrinented by October 15, 2007, all Unuxpunded fluids shall be refunded to the 0-mier. The City constructed the traffic callaint, improvements, and requested the prior owner of the Property to pay the coirtribution On November 9, 2005, but there are no ilianediatety availabic t=orcls that such coiltlibirticii wag evcr received by the City. Upon evidence of prior payment of such fluids that is satisfiac�tory it) tho County, the requiremcilts of this Paragnipli 4 sll be clteined galisl In the event ill(; OwnQr has not produucd such cviduriv; to the County by Nlarch 3 1, 201 0, the Owner shall coutributo the fluids to tllu City witbin thfity (30) days of a written request from the City, provided that such request is made no sooner than April 1, 201 1. At the time such funds at,- delivered to the City, 6it Owaer shall provide notice of such payment to the County. S. Cash Proffer for Charlottesville Area Transit ("CXr") Commercial Corridor "Jifiley Service": Upon the request of Ole Colinly, the Owner shall contribute Twenty Thousand Dollarr ($20,000.0) per annum or an arnomit equal to twenty percent (20%; of the annual operating and inaintcnaTicc costs, wiiielicver is luss,lbi- a period no� to exceed Five, years for operating and/or maintaining a dedicated "jitney hus" .,;crvice LO retail commercial developments, including Stonefield, along the Routo 29 Corridor. T17 tile CAT "jitney service" is riot placed into operation by the date of issuance of the Cirst occapancy pern-lit for a colinnefdal bitilding ill Stonc.field, thcri the Owner shall CUIltFibLIte SQvcn TlioLmuud Dollars ($7,000.00) per alinurn, for a period not to exceed five years, to CAT for costs associated with operating existing CAT bus routc(,q) (hat provide scivicu to StOuQficld. 6. Cash Proffer for Capital Improvements; The Owner shall contribute One Million Five Hundred Tll Dollars ($1,500,000.00) (hereinafter referred to -Its tlie "Total Contribution") to the County for the purpose of fun(ling capital irapro-VInilents related to Stonelield. The contribution shall be paid as follows: (it) Thruc.1-Jundi-cd and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to the County vvithin thirty (30) days - after the first final site plan or subdivision plat containing residential dw�,llillg uliit�5 is approved for Stonuftold; (b) ,in additional Three Hundred arid Seventy Five Thousand I Dollars ($375,000,00) of the total contribution shall be uoruributed to the County prior to the. issuance of a rertificatt Of Occupalic- y for the first residential dwelling unit in Stoneffield, arid (c) the. remaining Seven Ilundred Fifty Thow,and Dollars ($750,000,00) of the 'lotal Contribution shall he paid on a pro rata basis of Three Thousard Dollars (S3,000.00) per fesidelitial dwelling UDit tit the dine certificates of occupancy are iFisucd for die first two hundred fifty (250) dwe ,11ing units. No additional contribution shall bc i-uquirucl for (,he next two litindred fifly (250) dwelllngg units. Original Proffer: Atri(nidiTiml.: X V, fim, (5) years doin the date of approval offlw tlr,�t final site plan or siibdivisioii plat for residential dwcJing units, the Total Contribution has not been fully paid, the balance of the. Total Contribution shall be coirtribuied to Ilic County within thirty (30) days upon request by (lie County. If this Rind has riot been cxhaustud by Ilic County 14T tile suted purpose within five �5) years from flic daLL: die lost Contribution is made, all Uncxpuridcd funds shall be refunded to the Ownw. Ili addition to the foregoing, after buildin., permits 1-lave been issued for the first five hundred (500) dwelling Units within Stonefit1d, the Owner shall pay to tile, County 'lluet Illourand Dollars ($3,000 00) prior to thc Nsuance of a building permit for each new resideiitial dwel ling unit thereafter. 7. Construction of Frontage Improvements on Route 29 ,,Ind Hydraulic Road: At its expense, the OwocT shall pluu, design, bond aral coo�truct travel fEWC iI-npI-0VCITlCDtN to be &dicatcd 1'or public ww oil its Ilydranlie Road and Route 29 froittage. The design ,,hall be ""ubloit[ed with the first site plau for the initial phase of Stonefield. The subject firontagc improvements are depicted by Exhibit F, "Short Terin Route 29 Transportation huprovenients." The County may require these improvements to be completed as a pief,-qukite to the issuance of any certificates of oucupancy. Tho construction of the sub ect improvements shall be deemed coniplete when they are coustruct(�d in conformance with j the plans appioved by A'DOTand opened to public use, as approved by VDOT, S. Construction of Off -Site Improvements: Upon request by the County or as provided herein, the Ow-nctshafl plan, design, bond and construct off-sitt' transporlation improv.-nients in the County arid the, City, as depicted oil Exhibit F, "Short Term Route 29 Transportation Improvements". If the improvements are requited to be construu(edt the County may require these improvements to be couipItted us u prerpiptisite to the issuance. of any certificates of Occupancy, Construction sliall be doemed complete when the improvements are constructed in conformance iArflh the plans approved by VDOTand opened to public iise as uppioved by VDOT. A� Off -site Improvements in tile County at the Northwest Quadrant of the Hydraulic Road/Route 29 intersection. The erigineering, plats and rwistruction dorlanclits for off -site improvements in thc County ,ihall be submitted with the first final site plan for Phasc i of Sloticl 11 Off-sitt Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Route 29 Intersection (numbered items 4 and 1.1 on FAIlibit F). Thc Ownev shall submit the Qngineering, plats arid construction documents (tire. ';Plans") for the improvements in the City of Charlottesville to the City of CharLc,titesville by Janunry I 1, 2012, I lie Owner shall diligently pursue, approval of the Plans in the City. If tile City does not approve the Plans by July It, 2012, the Owner shall riot be required by this proffer to construct any improvements for which 2pprovals have not been obtailied. The Owoer shall riot be required by this proffci� to acquire oi- otherwise pay for right of way in tlie City for these improvements. Original ProfTer; Amendment X If ffie improvements ore tecluiied to be coilsoucled, tfit; Owiter shall cornplotc Construction 01'[110 ifill)VOV0111cuts for which lighit ofway is available within twelve (12) months after flit issuance of the first certiR(cate, of occupancy within Stonatield. Construction shall be deenied complete whert the iinploveluelits are constructed in Coll 1,01-311811cu Willi (lie plans approved by VDOT awd opened to public useas approved by VDOT, This Paragraph 8(B) is subiect to the tarnis of Pailagraph Ill, "�&Kititll(Cd TransporLatior 1111pnovp1lienta." 9. Resorvittion and Dedication of land for Regionial Route 29 aiid Hydraulic Road Intersection Improvements: The Owner shall mserve for (hu futuxt dediQation to the Commonwealth of Virginia certain land on the Prope.�rty in tile COLUlty for cortain short-term transpor[ation iniprovernews for the Route 29 arid A,.ydraidic RoaJ irittrspetion (the "Short - Term Route 29/Hydraulic Road Iniprovcorcrus") as tbAlows: (a) the land shown as "Parcel A 6,511 S.F." on. thu plat, of Kirk Hughes and Associiati;6 dated March 3, 2009, last revised March 25, 2010, which plat is atutched hereto as Exhibit H; and (b) ally portions of the "Parcul Tvio Future Right of' parcels shown as "Parcel Out Future Right ofWay 1,, I 17 S.F.," Way 9,079 SY .... .. Parcel Four Future Ri0it of Wa)y 1,660 S.F.," arid "Parcol Five Future Right of Way 790 S.P.," on the Official Map adopted[ by die County oil December 2, 2009. a copy of which. Official Ma il is attached hereto as Exdhibit 1, that are required by VDOT for the Shorl:-Terra Route 29/Hydrautic. Road Improw,ineirts (collectively, tile "Short-Terru Improvements Dedication Arca�% provided, however,, that the subdivision plats depicting the Short-Tetm Trilproverntrits Dedication Area are suil to final approval by tile County Depallnient Of CMPTOUnity Development arid that flhc precise boundaries and size of the Short-Terin Improvements Dedication Area may be adijusted accordingly. '1he Owner shall dedicate the Short-Terrut fMp)rDVCuients Dedication Area to tile Corainuiiwealth of Virginia in fee simple by October I,2010, or within thirty (30) days allcr - (lie County approves the subdivision plat nec(essary to dedic2te flit Shoyt-Terut Improvements Dedication Area, whictiever is first to occur. Ili addition to the dedication of the Sholl-Term Inniozovernents Dedication Area, the Owner shall dedicate and colivey all necessary drainageand construction easements for th(-- Short-1 enn Route 29/ilydfatilic Road brpj-ovQmcnLs. 7t' the Shoirt-Terru Improvements Dedication Area is riot dedicated and C011VC Ud HN Purl Of d SUbdiViSi011 plat, (lie Owaci- shall pay all costs of surveying and y llvepating legal docunicats iu a forin acceptable toi thu Officc of flic Attorney General necessary to dedicate arid convey the Short-Terni lwpirovcui(�uts Dedication A:rcu land. Alter dedication and until the, subject regional transportation improvements are funded for construction, the Owner shall, at'the request of the County, and with flit, consent of the isnionwcalth of Virginia, inaintain tbe Sll Improvements Dedication Area land Cot until requested by the, r-ourity to no longer do so ptovidod the Owner is grantpal the right to the exclu3ive uge of the tand for landscaped open space, a pocket park, temporary parking, fencing, signage, utilities or Other purpose as may lie app-oved with the Final site plan for the first phase of Stonefield, Upon boing requested by the County to no long-cl- maintain the Original Proffer: Amendment: X land, the Ownri-shall cease all use of (lie haid and removu all inip�ovelllellts established by tile Owner that the CounLy rcqm�sts be removed. Ili the event that the adopted design lbr future public intersection improvements does not require the utilization of all of the Short -Terra Improvements Dedication Area Ia)-ld, upon the Chviler's request, th,:� residLia) portion of the dedicated land shall be, traosFer-ccl In, tlio nwncr at no expense to the Owner. The deed(s) of dedication for Ole Shoi-L-Tcrni lillprovQ11mits Dedication Area may provide for such conditions. 10, Reservation an(] Dedication of Additional Land for Route 29 and 11ydraulic ltotiti Interseeflon Improvements: The Owner -,hall reserve for future dedication to the County, sall to (110 Q011ditiODS herein bulow, certain additional land oil lie Property for the right of way for future Hydraulic Road ,and Route 29 related iegiolial transportation improvements (the "Loag-Ten-n. Route, 29/11ydraulic Road Improveirients") as follows: (a) the arcashowri as "Paicel Al 1,432 S.F," on Exhibit 11; and (b) any portions (if (lie parcels 4bown on Exhibit. I that were not previously dedicated to the Cornrnomwcaldi oF Virginia For the Short -Term Rotite. 29/flydraulic Road IMPEOMIlUlIts PLO'811H]Itt to the Paragraph 9 herein (collectively, the "Long-Terin Improvements Dedication Area") provided, howevei, that the subdivision plats ation Area are subject to final. approval by the depicting the Long -Term Improvements Dedic� . Coun�y Department of Corniturnity Development and that the precise boundaries ati(t size of t�o f,ong-Terin Improvements Dedication Area may be adjusted accordingly. . The 0wiier shall dedicat(f,, the Long-Tei:m Improvements Dedication Area to the Cotiii(y within nniety (90) days after the County's request �Cbr sucli dedication, and such dedication shall include the dodication -,Ind conveyance or all rcecssary drainage arid construction easements lbr tilt, Long -Term Route 29ii-fydrnulic Road linprovemen(s. If the Lorig-Terin Improvements Dedication Area is ilot dcdieated and conveycill as part or a subdivision plat, the Owner shall pay all costs of �urvcying and preparing legal documents in a forni acceptable to the County AlLornuy',, 011ivc, necessary to dedicate arid convey the Long-Textri. Ill nprovtments Dedicalion Arcd. Until the Lciig-Term Improvements Dedication Area. land is dedicated, The O�,vner shall inaintain the land and shall retain the right to the exulusivo use of the land for landscaped open space, a pocket park, temporary parking, lenCing; utilities or other ptli:poses as inay be approved with the first final site plan (or Phas'e I of stolnefield. The ronditions on the subj cc( reservation and dedication shall be as follows; (a) 111 the QVC)a IIIIII. the adopted design for future public inierbertion iIllJJroVeMCDtS does not I i require thc ufflizntiun of all of die Long-Tenti Iniprovcnients Dedication Area k nd, upon rcqucs( of the Owner the residual portion shall be released by the County froin tile reservation or, if the land has been dedicated, upon request of the Owner title shall be trawferred back to, and for the use of, tho Owner at no expense to Owner. The. deed(s) offtclication for the Loiag-lcrra Improvements Dedication Area inay provide for such conditions. Original Proffer: Arnenchrieni: X (b) 'I'll,: (lesign and construction of the T.on,-Temi Roule 29/1 lydyaWic Ro,jri flllprovelllcnt.� shall su bstantf ally maintain tht acce,s�, fLuicticn. mid continuity ofv,rvice of the planned intersection of Swenson Road (Extended) and cxiNtirg Hydraulic Road into Stonefidd at th4- location of the existing Swanson Road aad Hydl MIN(; Road inte-isection; olliet"vise this proffer hecornos null arid void, It. Sigualization of ffydratilic Road and Route 29 Intersections: The Owner shall be responsible for traffic sigrializatior improvements as follows: A. The Owner tit its expense shall engineer, bond, and construct traffic signalization imp.rovernents at tile; intorsection of District AVellLie and Hydraulic Road. Tile traffir �;iv.nali,7atioli improvelliclus at this intersectioushatl be, ucristructtd wlicii the County or VDOT request installation of such, but in ally event prior to tile. issuance ora Certificate of OCCUPaUCY for any building iii Blocks A, D, C or D, proviied that such signal i.,3 mu-tanted by the traffic Yoluvics or is otherwise approved by VDOT. B, Owner at its expeww shall cn.-�tcer, bond arid constcoct traffic signalizatioli irnprovonients at the intersection of District Avenue and U.S. Route 29- The traffic signalization improvements at this interseution shall lie constructed when the County or VDOT requcst installation of %tich! but in any event prior to the issuance of a certificate of occupancy foi- any building in Blocks J-,', F or (3, provided that such signal is warranted by file traffic -volumes or is otherwise approved by VDOT, provided arat such signal is waiTanted bv tile traffic voJuinc,s or is otherwise approved by VDOT. 12. Cominonwcalth Drive Connection; Upon dernand of the County, but no earlier than (lie is,suanoo of a building perwil for any building within Block F, the Owner shall reserve right- of-way along the ncrthei-ii edge of the parking lot in Block F of die Property for it fliture street war.telion to Continortwealth Drive through the "Coindial Property" (Tivi 6 1 W-3-1 9). The future connection Will be a two laile facility. 'Upon the request of the Comity, the Owiter shail ungineer, bond aud l;onsu:uct both the on- sitc and the ofT site pol-tioliq of the connection to Commonwealth Drive on die "Conidial Property" pi:ovided that easements and acquisitiori of rigilt-of-way as may be necessary for such construction for the connection through OfC-Site PrOpfftie.s rOr this illiprovolneut have beeii granted at no cost to the Owner, and 1hu i-cquc,�[ foi such connection through the off-,5ite property is made. by tile COUDty prior to October 15, 2020. Upon the request of ttic County, the connection shall be cornpIc(Qd by the Owner within t.wvIvc (12) nionths froni the date of satisfaction orthe conditions as sot forth above. 13. Other "Super- Il Street Connectious: The Owner shall reserve land and �raiit construction and pullralwilt accesS CaSt',111VIAS Or right Of Way 'Ili 110 eXPCIISC 10 die County I -or the purposes Of AltUTC CUBSIrLICtilul (fly others) of inter -parcel street connections within the "Super Block" at the folluwin., locations. flouston SUeet (forratrly known as First Street) (tovvest to Commonwealth Drive), Blackbird Lane (fonnurly known D.9'rhird Street) (to West to COMMOnwealth Drive), District Avtllut (formerly known ,ts Cedar Hill Road Extended) (in Block F north to "Coraidial Property"), District AVC11LIC (formerly known a.s Fourth Street) Original Proffer: Arriendinent: X (between Blocks Fand G n3rth to "Conidial Property"),Swan,ion Road Extend(A (ill nordi to "Sperry Property") and at two additional locations into Sperry Property, The locations for easement or d ght of way reservation -,aid dedication are ,as generally depicted on Exhibit A and labeled thereon as "Future Extensioll," However, the locations arid numbers of such hi[tr-puleeI s[reet connections may be modill hy the Owner upon a vaflation granted by the CoTmity Plartuing Director. These easenient Or right of'way locations 8hall be identified, platted and dedicated at the tequest of the County ill uolljLnulion Willi sub,,cqueut,siliQ plan applications for Stonefield. 14. StLbstituted'l'i,-.inspoi'tation Improvements. A. In lieu of conshwting the improvements referenced in Paragraph 8(13) herein, which Paragraph 8(B) refers to cQrcain off -site improvements in the City of Charlottesville. at the northwcst ipladraiii of the Hydraulic Road/ROLIEC 29 intersection, andalso other improvements alung (lie Citysidc ofRouLu 29 hcLwuQn Hydraulic Road and Greenbrier Drive, which improvelintritg are collectively hereituttler referred to as the "Paragraph 9(B) Improvements", the Owner ailly elect, in its sole discretion, arid on the terms and conditioll", coutained in this Paragraph 14, to contribute cash to the City for ccrtain transportation improve,incrits in the City Imown as the "Rte. 29/250 Bypass laterchangQ Improvement Project" identified as VDOT and City project number 0029-10,1-2,18 (the "Substituted Improvements Project"), 1% In [lie event the ownct cicut,i to coOtributc cash toward the Substituted1roproveirients Fr(�jcct (thu"Owncr's (,'on tribuLi Oil") ill lieu of constructing the Paragraph S(B) llnprovelllellts� tile rollo',ving ternis, shall apply: 1. The Owner shall notify the County's Director Of COMIluilliLy Dcvuloprilent �the , "Director") in writing of its election Within sixty (60) daysafler the, approval of the first Final ' site plan for Phase I of Storriefield (dit "Notice"). The Owner shall also serld a copy of the Notice to the City Development Services Nlanager at the sarne thrle it is sent to the Director. 2. The submission of the Notice to the Director shall suspend the deadhile for tile O'Kiler to Submit the plarl's (as, "Plans" is deFined in Paragraph 8(13)) to the City, if applicable. 3. Tlieniiiountoftlie0wiier'sCotitributic)i)todic�SLi�,,stitu[edlinpi�)vc,TncntsPro,�ect shall be subJect to a written agreement between the O'wilerand 1110 City (the "City A-rcentorit"). Within ten (10) days after full execution of the City Agreement, tho Owner shall provide it copy of the City Agreement to the Director. 4. Witbin six (6)nionthsaFtcrth3Noticeis sent to theDirector, orvvithitisixty(60)days after execution of the City Agreement, whichever is later to occur, the O-wncr shall contribute a portion of the Owner's Contribution to the City in the arnount of OneMillion Dollars ($1,900,000), lessally amounts credited by the City and VDOT to the Owilor for planning and dusign work on the Paragraph S(B) In I iprovemeiits (the "Net Conlribution."). The Net Contribution may be in the form of cush or a letter of ercclit issued by a bank approved by the Ori.-hial Proffm Amendment: X City, or a combination dlp�eof. 'Ill,- City Agreement shall SeT forth tho [crills of and scll�dlile Cor draw down of the Net Contrilriaino. 5, Ili tho event [hit[ the Substituted 1111provenlents Proi,�ct is -,eirminated, or has not othenvise been completed (as described llerein)within thirly-six (36) inonflav atter the City receives the Net Contribution (Which thirty-six (36) toonth puriod tuay be exteaded by imultial agrowncrit of the Charlottesville City tylanager aixt the Albemarle County Executive), and upon the City's vcfiaidiu- of the Net Conhibution to Ole Owner Pill'sWIlit to �hc City Ag.teernent, the Ownershall Lyward funds equal to Five Hundred Thouswid Dollars ($500,000) to the County for funding walisportation improvements ill the vicinity of the U.S. Route 29/1-lydraillic Road intersection idClAtilled in tile County's Capital Impro',enlentS Prograin, Ili the event such flands have not been expended by tho County for (lie stated purpose within tell (10) years froin tho date the ruu& were contributed to the County, all unexpeuded funds shah be refunded it) the Owner. Construction of the Substituted Improvements Project shall be deerned cornpIcte When [lie improvements, are accepted by the appropriate public entity or are bonded for the entity's acceptance. 0, Notwithstanding tile provisions of'Paragraph 14(B)(5) hurcin, upon the City's receipt of the Net Contribution, tile Owner shall be relieved Dfany obligation to construct the Paragraph R(B) Improvements. (Signaturc Pages Immediately Follow) Origirial Proffer: Aniendmcnt� X WITNESS flic following signatorm Lll a Delaware limited liability conipany - B�-a �Vtj 1�-CL J I' W NvIcLear, President ( cl� ',-- ALBEMARLE REALTY (E&A), LLC, a South Carolina litnited liability cuillpauy By: Edens Realty, Inc., a South Carolina corporation, its Sole ineinber 0 A-04�,� -41� � -- ( Jodie W. Mcf,cao, PrusiduW-- � �, )- ,-/ Original Proftcr� Amendment: X THE HAVEN AT STONEFIETA), 1,LC a South C2rolina liinited liability company ky -5�hm--/ ,9t-�-Y44-�- 4-,,�Ctg�;�;, ,n6,,�-)", By: 7 � PnnLcd Name: /f- eQlrl� 1 jl-'4��.,.,, 4 ,I , Title: P,0-e 0. J� � & . ..... - I* C011 OF ALBEMARLE MEMORANDUM TO: Gerald Gatobu FROM: Wayne Climberg, Director oflPlanning DATE: May 16, 2011 . RE Albemarle Place (Stonefield) Prelirninar�j Site Plan, March 7 1, 201 1 Determinations Under S ction 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 developirrent plan or code of development in the Neighborhcod Model District if, amolig other provisions,, the director determines that the variation is in general accord with the purpose and intent of the approved application plan and code. The following is an analysis of certain feabir-as previously identified or currenfly being requested to vary from the approved application plan and code as they nelate to the curr . ant site plan (dated March 21, 201 1). Features consistent with the plan and code (or variations allowable under Section 8.5,53 are so noted. Theater Location and Relatiornship to Hydraulic Road (previously addressed in 5125106 variation) The proposed relocation of the theater from the southwest car- r ne of the site to a location along Hydraulic Road east of Cedar Hill Road varies from the applicadon plan that prescribes townhouses along this portion of Hydraulic RoaLd. The intent of the townhouses was to "acldvarze" this edge of the project and provide a visible tr2risition from Hydraulic Road. an EntrldnCe Corridor, to the back of �he department store proposed:ln the application plan. Staff has previously indicated that the applicant needs to demonstrate thaut the proposed changes will be a suit -able design substitute for the townhouse units shown on the application plan, most p2ridcularly to the satisfaction of the ARB. This is an allowable variation provided that all ARS conditions are .ompli If it . r a W n Second Floor Uses (Previously addressed in Si`25/06 Variation) The application plan illustrated uses on both the ll floor and upper levels throughout the project. ,V While vertical mixed use would be a positive and desirable feature of this d elopment, it was not a requirement of the application plan and rode. Thus, the site plan is considered consistent. Block A (Previously noted in 9.128109 Advisory Cominnents) Parking lots adjacent to Rt 29 and ' Hydraulic Rd. in the initial plan are zo be relegated (that is that it is not any closer to the street. thani the front line of the buildings along the street) and/or screened to the satisfaction of the All SlocIc B (Previously noted in 9)128109 Advisory Comments) Parking lots adjacent to Rt 29 in the. initial plan are co, be relegated (that is th2E ir is not any closer to the street than the front line of the buildings alon� the street) and/or screened to the satisfaction of the ARB. Block C (Previously noted in 9128/09 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above, Also, note that the Code of Development says minimum 2 stoCies (up to 5) except for restaur-arrcs, outdoor cafes and reT,ail kiosks in Block C. slock E I Note 3112/07 variation, If still applicable (atracbed) 4/2911 1 Varikdort Requests: #s 1, 2 and 3 - Changes to the location, design, layout, size and orientation of each plaza, civic .- open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you �ave presented and are permissible as depicted. #s 4, 5 and 6 - Modifications ro allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings under Section 8.5.53 (c.) as you have presented subject to: minimum sidewalk width of 5' between planting strips/boxes and the interior edge of sidewalks; noa parking overhang onto sidewalks in parking locs next to sidewalks; and all planting strips/boxes located between edge of street and sidewalk and a roininIUM Or 5'. #7 - Change to dle design of Stonefield Blvd. from -a four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County EngineerNDOT approval based on applicable traffic studies, #8 - Change to the layout and orilenration of parking spaces alongAnglewood Drive such that the spares -are oriented perpendicular to Inglewood cannot be granted as Inglewood will funaian as a parallel street to the narrowed Stonefield Blvd. (see 97 above) and such ki 9 e par n is not in g neral accord with the purpose and intent of the approved rezoning for the Albemarle Piece street 5 Ste y no. Parallel parking is desired, but it is possible for angled parking to be considered under County d th act o he regularions (provided this street Is approved as a private street), epenclent an' e imp ft angled parking to the functionality of the street based on applicable traffic studies. '49 - Modification of Main St design to allow curbless sactlons can be granted consistent with the findings under Section 8,5.5.3 (c.) as yol i have presented subject to Court, ..y Engineer -approval. #1 0 - Allowance of Stonefleld Blvd. as the only road dedicated to public use within the project is an option permitted on pages 28 and 29 of the Code of Development under "Sueec Classifications" and is subject to review under applicable ordinance provisions. 91 I - Allowance of right -in turn from southbound Rt. 29 into Black 8 can be gr-anted consistent with the findings under Section 85.5.3 (c-) as you have presented subject to County I Engineet-NDOT approval based an applicable traffic Studies. i,11 2 - Modification of the Block D and Block E boundaries is gr-am:ed consistent with the findings under Section 8.5.5.3 (c,) as you have presented and Is permissible as depicted. #1 3 - Allowance of six (6) swry hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and is permissible as depicted. #1 4 - Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to no parldng overhang onto sidewalks in panking lots next to sidewalks, #1 5 - Changes to the width of the buffer area at the western edge of the project prop" to a minimum of I O' can be granted consistem: with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliarce with the second paragmph on page 18 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements thal: might be applicable, including screening of objecdonable features, 51 1 3/1 1 Varialfion Request: Replacement of North and South New Main Streets between Buildings D I and D2 with a single road is aranted consistent with the findings under Section 8.5.5.3 (c.) as presented and is permissible . as depicted. Please note that development under this request is still subject to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements. 0 couN,rY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 --- - -- November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 TAX MAP 61WISECTION 31PARCELS 19A, 19B, 23,24 and 25 RE: ZMA201300009/Albemarle Place/Stonefield Proffer Amendment Dear Mr Teets: On November 13, 2013, the Board of Supervisors approved the above noted NMD rezoning applicatiorl ,subject to the application plan dated October 21, 2013, code of development dated October 21, 2013 and attached proffers dated November 13, 2013. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: :compliance with applicable PROFFERS; compliance with requirements of the CODE OF DEVELOPMENT; . approval of and compliance with a SITE PLAN; and . approval of a ZONING COMPLIANCE CLEARANCE. Before proceeding v4th further use of this property or should you have questions regarding the above - noted action, please contact Rebecca Ragsdale at 296-5832. 51ricerely, . 1 U (�-)6, a 0 V. Wayne ciliteqlg - - Director of P1 ning "ir CC� Albemarle Place EAA LC b P 0 Box 528 Columbia Sc 29202 File Albemarle Place/Stonefield FFER FORM PRO AMENDMENTTO PROFFERS Date: November 13,2013 ZMA 9 2013-00009 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019BO (as it has been subdivided), 06]WO-03-00-02300, 061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NNED) This instrument amends these certain Proffers dated March, 13, 2012, for ZMA 4 2011-00007 Albemarle Place/Stonefield ("ZMA 2011 Proffers"), Except as expressly amended herein, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions and obli-ations contained in the ZMA 2011 Proffers have not been fully met, such terms, conditions aad 'obligations shall remain in full force and effect. Albemarle Realty (E&A), LLC, a South Carolina limited liability company, is the owner of a -019BO, hic parcel of land that were subdivided from tax map parcel 06 1 WO-03-00 - h parcel is shown as "Lot D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stanefleld, 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 of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 2 1.5 (the "Lot D Parcel Subdivision Plat"). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-03-00-01980, which parcel is shown as "Lot E2" containing 7.63 8 acres, on the Lot D Parcel Subdivision Plat, MacFarlane Stonefield, LLC a Virginia limited liability camparty, is now the owner of a parcel that also was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot D3", containing 1.010 acres, on the Lot D Parcel Subdivision Plat. Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee sirriple owner of tax map parcels 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03-00-02500, and the residual portions of tax inap parcels 061 WO-03-00-019BO and 061 WO-03-00-019AO that were not conveyed to either Albemarle Realty (E&A), LLC, MacFarlane Storiefit1d, LLC, or Tile Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, MacFarlane Stonefield, LLC, The Haven at Stonefield, LLC, and Albeinarte Realty (E&A), LLC are collectively referred to herein as (the "Owner"), The term "Owner" as referenced herein shall include within its ineuiiing the owner of record arid successors in interest. Tax map parcels 061 WO-03-00-019AC, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500-, and 061-WO-03-00-01 930 (including the lots created there from pursuant to the -Lot D Original Proffer: Amendment: X WITNESS the following signatures: . ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B - *Jodq an �P . all a , resident ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B - � ,- " Jo le . Me ean,-P'resident I:-, M10 Original Proffer Amendment: X THE HAVEN AT STONEFIELD. LLC a South Carolina limited liability company By: - printed Name: Title: MACPARLANE STONE ,FIELD, LLC a Virginia limited liability company By. 4�4 , - - /,,, "., 1, , ii A a , r,r, V ta , " PrintedNamXAA/wl"� - 4k9(,rVtaJLC- Il A& �11-WtL-1�1121/ RESOLUTION TO APPROVE SPECIAL EXCEPTION TO VARY THE CODE OF DEVELOPMENT FOR ZMA2001-00007 STONEFIELD (FORMERLY ALBEMARLE PLACE) BE IT RESOLVED that, upon consideration of the Memorandum prepared in conjunction with the special exception request and the attachments thereto, including staff s supporting analysis, and all of the factors relevant to the special exception in Albemarle County Code §§ '18-8.5,5.3, 18-33.5 and 18-33.49, the Albemarle County Board of Supervisors hereby approves the speciall 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 siix to zero, as recorded below, at a meeting held on February 5. 2020. - - I? (/! ,6-�,�1,1, /,L� -4 A A - Clerk, Board of County Supp ,Visors Aye Nav Mr. Gallaway y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKetel Y - Ms. Palmer Y Ms. Price y ZMA2001-00007 Stonefield (formerly Albemarle Place) - Special Exception Conditions 1 . The special exception applies to Block DI as depicted on the application plan of ZMA201300009 entitled "Amended Application Plan - Full Build, Exhibit A," prepared by WM Associates, dated October 21, 2013. 2. All rooll 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 appllication plan for this Special Exception Request entitled "Special Exception Application: Stonefield Block D1 ", prepared by Mitchell Matthews Architects, dated November 4, 201 9, and revised December 23, 201 9: a. Structured parking lb. Less than or equal to the maximum number of stories along each street, as shown on Sheet 7. JDB 1 05/21/20 4**#++##&, DESIGNED BY. PROJECT: SET REV NO. TH op""*01111 JDB STONEFIELD BLOCK D- 1 ,P k� ,P - , � * W� ENGINEERS J I/ DRAWN BY. * SURVF-YORS ALBEMARLE COUN7Y, VIRGINIA DRAWING NUMBER: * �;- * JDB - . , It - I , = PLANNERS TITLE. * - + DIHR BY. C-5 - ic. No. 0 PROFFERS, VARIATIONS, & SPECIAL EXCEPTIONS . AsSOCIATES HFW AV 15 .14� 40 4 . SHEE7 NUMBER: h /0 -,�-7- D 'A� PO Box 4119 968 Olympia Dr, Suite I ' I., Lynchburg, VA 24502 Chuhu-ill,, VA 22911 WWA NU : : . I I I I I I "�y 6 Phane. 434,316.6080 Phone. ,13,1.994.2700 CML H: AS SHOWN 02128120 5 of 12 NO. I SHEET REVISION I BY I DATE I NO. . SHEET REVISION I 13Y 0 -1C)MAL to www.wwassociates. net 219040.03 904003C-ND-4.dwg V. " -I - I I . DATE . ##+*** . . . ll / � V"( �11,1,-,,6',,�-----, I./ --`_ a 11 �t, - , �� �� .!, I i_- ,I ! : I I I I = [ EX 15' CENTRAL TELEPHONE + ��, -'� _ �- - _ - _ ! /J--_1-_� 'I _.I7 _//._,_, _I\ / _1_1y1_1_- ___, _::I-/(­lI _<-'�_�(/_�(, <LI� �1liII.�11i� -_.,.�" __���_, I� _I �"� _V�,� ._�.(5jI .S �I ._& �WI �:1v.. 1�1.-�e_�I;� ,: �--i,,. )"l.,�i --\..<.- ,l.-...�, . Iw,. s\ I ' _. I .1i ..,g -. 1_- 1.!-..i 1.-. I.. _... 9:j..'-1 ,I �. 1-,'-. �� III,.`.-.;..1 - 1-m,11.I,� -._-lI.Xk. - ,, I-8-_ I. 1 --.`.v�- _.. -`-", -.._-Il -_---c.I. l , I I4I . I � " ,.O_-.,_- %�, '1-.._�� .D-�..�.:IR!_�Z.i*.4.g ._ .-_,.._- ..I�r -.-i .�. � - ,-....I i.­ " 4_:-D,---..E_X.4,,--NI C/-_'. ­1., I_\. , 1I:�/ .' 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BLt_ch� RELOCATE EXISTING D c DUou_ /�� DECIDU U_, � , � �' �4. . ��' d / ET IN R=203.✓0' / INV==504.32 TREE �� EE Q °.v T E �� , 20' 0 20 ­­,5 9� o L R_ AN G�� COMCAST JUNCTION j rR R�E �. : «' °=005°10'0 WALL CL=82.41 4" WALL 6,. L3" ` 1. , / DI-2B TOP TO /�:°� �' - - , P-926.50' L=82 98' DRAIN PIPE DECIDUOUS B�i {B�i OTHERS} DECIDUOUS � d ``--. �, �, Ali I r - nrv- �r TREE 1 BE REMOVED LP %`�. '. f r L- CND=S ' 4U'06"W�-�506._./ _ 6, TREE ° �_ V ' �'� - > , - I - 1.4 �' / DECIDUOUS AND RELOCATED ! 4'. d r:_>' 1 T33'5�"W TREE vn W W __- l i \ 1 ��! : �, �l - ` i CONTRACTOR SHALL PROVIDE SHO/ ING / CONCRETE Qd �. � �, � " i �' - \yI i .. I A , L o, Q 4" WALL 1� TO PROTECT EMBANKMENT AS RETAINING i � j ' '- 1 ���� SIDEWALK TO BE l ; ; 50' DRAIN PI� 8"_ - Eh .I _' j d , ' �• _� / WALL IS REMOVED. CONTRACTOR SHALL - DE USHED d. • WATER LrNE ! I s �cL 48 a3' r1v-� 1 r 6R �, DEcr������,-l� , - / MO j C7 �� j��e'1 1° �� z r L=4a.24' �� TREE 6„ PROVIDE SHORING PLANS TO E GINEER �% + °.�� °''v cHD=Nz6°��� 4 '�� , cEcrDuous FOf� APPROVAL. �'� a ,<I )_ U - /8' DIA I // TR�� DE00UOUS d - ,�,� 1� 4" WALL � / T E �� � ) { 1 H LP RE �? DECIDUOUS ° ,' I CAI - �'�. C DRAIN PIPE /� LP % TREE `� I . / INV=5; 3.64 d=008°09'40' / ! � ' qi C >� / / 4 3' INGRESS/EGRESS k �� �R=20?.50' %� EASEMENT fff N DEMOLISH EXISTING cL=��.s8' �` \ ; _ z, / 4 P'. 4 c� r D.B. 1 �,� 2 9 - P ' P 1 m 1 I RETAINING WALL L 28 71 ' / ) x : I -� j 1 j 9/ < / J AND HAND RAIL / :HD=Nr6'04'05 E / 1 / ! L, / �Q. . �, r ,, �\ �I .. 'r. Q) -L 1 I-� 1/ 6 / _6, Cl6, 6 \� �, � (z� � IMP •� I j) , �� /�f �' TREED��OI IT DECIDU.� US � _ / DECIDUOUS E DUDU� I d �.� 1 �-� d' i C n DECIDUOUS J , EE / TREE 4 �1�.-� a CE I I I 1 ! / ; TR � TREE I -(� X, ' l HY TT PLA 1 W `• 6' 1' l T F 1 n- �- ji . �� j DECIDUOUS / 6' t• P tit c ti/ U� I �, P D4 �_l 1 X DEMgLISH AND REMOVE / MA._�. R ar,� TnrrEFIEL�� LL�� '� I ��� DECIDUOU_ TREE - DECIDUOUS D claious DECIDUL)I r; -- rr^^••�� I f ��� v✓ I , / 1 LL, a � :� D.B 4165 P. I + h EXISTING ASPHALT CURBING, /� �s,`, cNE� NMD U� g I � TREE I' TREE , TREE / TR - - Q ,, i 4 / P NT STRIPING LAMP i DEMOLISH AND o - - f { AI 6 :: 1 - ! 1 f nEc D, o11 POSTS ISLANDS AND REMOVE EXISTING / 1 1 Q DECIDUOUS . �. lI j H �d� I 1 T' I / j' LANDSCAPING AS INDICATED LAMP POST % TREE I _ y - � / a �, 1 1� : Q 1 i / � lj� .'dam \V A 1 � �'4II �'/� 1 / / / DEMOLISH I `v • . - � . ' T�_ I� I � Q / / / / ASPHALT �. ° o Q ��� RIGN, T+JRPd Q r / / / , , -___)I -__ )I I ONL; S16N I 1 a � � .., cr CAI ' d. 4.. ,,. .'-�I_/ "I-.,�, i- �,"- _� - ..� . �1-� / ' / / ! ° . ,_A BLOCK D-3 8% DIA / / HYATT PLACE HOTEL EX VARIABLE WIDTH - I ,' % /� °� ti i�I POWER ESMT I y a 6( _ h r - J ! ?` s d.`;4 °• \ STORIES D. B. 4160 P. ? 99 / I rn� I f / l / � 4I / IN / ( \\ 5 _ v� FFE=496.5 °' DECiDUC:U DECIDUOUS �_ �„ . 6„ Z��� d ��_ --__J a 4.��'. % DECIDUOUS DE'-', L Q i J /' �'D l U / j `a .I I BUSH TREE TREE / TREE DECID�OUS _ ;' ir � J 1 '.. !/ - B ,t�CK D-1 TREE ' ! f TREE 11 1 6' / 6 ' ; / DEMOLISH AND REMOVE .. P I ��'} s I DECIDUOU DECIDUOUS DECIDUOUS \ DECIDUOUS l TREE '� TREE TREE REE v EXISTINQ/ LAMP POST I e Q °� ((� % 1 T . 1 1 < BUSH _ � �� I FILTERRA TO , ,i u ) j / ` BE RELOCATED I '� � 1 1 �•� _ �I I / C 4 II J�� 1 f ; , - 6t, I STORM INLET ��� 6� �__ ) t"x ° DECIDUOUS % p / / TO BEw� DErIDUous •r I i�f x �� i REE - 8' D1,9 BUSH L, I / LP $' TR I y�� ` ) � f �� 1 X ; ! ,, DEMOLISHED �_, _. EE q ° o I COP ICAS � / I _ � o . �-- I VAULT �� - ( ' CONTRACTOR SHALL PROTECT �� - SILT RRA a v , ,` ! 1� I . � I ,EXISTING LIGHT POLES TO REMAIN j DROP INLET INV' 494.67 /- .� I-) �r 1 /� TOP=494.s7 �'� ° i� NTELos ��av� T <�� 6�ROM CONSTRUCTION DAMAGETYP}� / / �_, 1� j ' 1 1 1 1 I ", j I(' NPARK NG �,-..• .• °., _ 8 DlA. i- 1 < ° ,J ;Buses SITE STANCE I sr�N . v I _ I`� � I�'` a _ .. I I / ' _j j . d I 't i .oa :,j 4 - I . 1 d r j �,' LIA� -, / _ 6 - EASE - EXISTING STORM DECIDU� US _ .._ 6' .� REMOVE EXISTING :� b" M TO BE � F;° HAPlDICAP _-�__�__ 4 �DECIDUOUS DECIDUOUS STORM INLET TO NDONED DECIDUOUS PARKING SIGN r ' DECIDUOUS ! � -I 1 i 1 I_ Br S BUSHES AND TR ES LREE ! A , ; TREE TREE BED DEMOLISHED TREE SEWER PIPING TREE .. , 4 � AS INDICATED. (TYP) TO B'�E DRt�P INLET 1 M scELu,�Eou / �Il d SIGHT DISTANCE -I 1 .1I / v /� T, ` STORM INLET J f ( _ 3 % EA�EMENr J DEMOLISHED TOP=494 a5 \ l� sr 'N �, . �. x [ �� / i' / �'� 64 D.B. 4 � 35 P. 249 1 (TYP} TO BE I ­1 � , 3. 6 � -) / 1 �` I� I � 1 1 �__r. DEMOLISH, D 6 �� q. f s j \ 6 \ STING DROP INLET BE d DR E\ �� , i''1 REMOVE EXI �� ppN r �' (� f I 1 DEC1D R�15 I 1 I I T II / LANDSCAPING o�=5o r.45 DECIDUOUS TOP - � r 7 e.t , �-1 '�) T �� I � I Rl,9FiT TURN � e \1 v V / TREE c, ;i.Y a<-'� ,­�. 1 SIGH, DISTANCE J w f j� ��� STORM INLET TO r- RELOCATE EXISTING ! . Of•!L1" SIGN 1 f 3 y,•v � � , _ y - BE DEMOLISHED - STOP - ELECTRICAL UNCTION EL aL / ° .. _ _`� Cj j , C° EASEMENT L 1 1 B 41 4 ,��,, ` D. 3� P. 2 9 b _� I 4 a„ i XN - - - -BOX- {�-OF't1C#(�s JUNCTIGN 80, _ o � -- �� � �� �, DECID ° - STGF -�`: _ _ _ oj �� ;TONE TR v' v' �- d��1 ? °40' v _ _... -- _08. 3 _ _ _ t� 4fJ`"._... SIG^J Y� r II 77' -'Vi%.C�20!9C��c4xc_4-_4­r4Il) d a 1 i 1 11 I WAL A A A �, R-- 6 �'� '/ • ° 4d. A v d 1 a d b _ ., _. --- 4 - j i jI I DROP INLET I \ . - \ �,�... �� 4 _. , .. t Q 4 1 } Q ,. \ \ \�. \ L D=rd=4°_� 48 E'er �- _ -- _ _ yt \ \ \ \ ` \ \ !\ LP �--- �Ir r i .. \ \ x v: \ \ /� k n \ % \ \/ w � i Q� • \ \ . \ / �' TURP1 J \ \ \ .. ��.. LAMP POST TO BE `� So9 38'3o„E ..-; �. .. g I vy. v�.. .�►� v S1 �� \ S1D�WALK , RIGHT - - 01 �• v. v . /.. : v . v • ,,.-'' : i �R'�P INLET T `- / / 46. 1 3' DIA. ; ; ? ^ - v 43.5 �� I')e-.1 °t z�`' - r v>; v E RELOCATED SEE MAINTENENCE� s' PARu1n,G C: ' \- . LANDS;CAPEL� . v - _� o 1 - c �N \ vL� CR4T� EASEMEf�1T DECIDUOUS y 8_ ��i C v FNSEORMER � SIGN -,� _,. t � v AREA _ 0 �=�'" HOTOMETRIC PLANS 1 1 P N4 �0'S "E �'r' L / TO �. .. �� - TOP=500.4E n GAS LINE L �° v v. v. 8 B. 4 l 5 7R �� I - p 36 \ u. ..,,.-- p �w 8' 4". m:� _49 BE ELOCATED FOR DETAILS) EE •,.._.. 1 - �+ TRAPFIC:-- ° / �� r. g �. I BE Q .:... DECIDUOUS 1 _ p ,, ,. -.-__ ) >';, / � _ a _ _ v- _� TREE DISTRI DROP% NLET CRATE I n -' / DE D�oi� �� TREE tI) CROSSWALK v , d, / -�. DROP INLET � o T® 0 =, :? ,� EDESTRIA CECI �OU�-494.29 _ : p d T -1 CT AVE ! oar ", I ) CRATE A K D TREE k �., p t �/ / -- i �_ v-�,OSSING �� !NV �N-489- 14 /�_, -- " TOP 505 4 i - . _. _ T ,AFFI ) v f - AHEAD SIGPJ ' _ N�1 OUT=488.04 % N07E• : � i 46 � � %. _ .. . v `yA, / r t �., ;. : r.::V83 1 J G7 E Lf��HT���; 8 _: _.w _ ...�_ ..,,. �_.--. __x.-r . < _._ , ._ .r ...�... ... - �.- - , __,.. _ . _. ; --� �" M - _ ..: �6 3�, / POLEI '� /� DECIDUOUS"" __/ - ` �� � ° T EX �o Ac�A WATER EASEMENT Ex T CONTRACTOR SHAD_ PROVIDE TREE �,: TREE _,,.. u..,_ , ..:,r, .� ABLE w7D, H ,. --I G SLIf,J� EASIWEAJ 6.. j:l...i.\, ..,.\r.v� t.� �. '; _ o- _�_.. _ �..,, _x._.. o �� �� 8 1 ., - `� sDMH _ _ _ �,,.� CONTRACTOR TO NCREss;�EGREs', EASEMENT D.B. 4391 P, 331 ! D.B. r8s P. 32r PROTECTION FOR ALL TREES TO REMAIN. .. tl• TRAFFIC DE IDuoUs - SAW-CULEDGE OF - = <. % ✓i / i \ g TOP=508.55 r.w /�� r - _w . D B 4135 P 15�49 ` �_ bk�LT _:. t� _. _ _. H.. _u ,.,. - ._.,.-_, _._... __r,. d I TR E r 4 _ a _ -.._ _,_,_ au. , , ... rr.. _...,., ..,_ rn <J h DECIDJow ASPw_ TOu..BE f _.x. 1 HT DlST _. TREE . t.... w .w. v- . z roDEMOUSHED {TYP) TERX LfrIE 4QA� _ TRAFFIC yyA D.B. 4135 aP.C� r / f rx r.A-;` LEGEND \c i' STO Ef.=IELD V . IN W Ju W W N lP N N N� W W w 1 r,N 1 W N W W �--_ 1.AR� U1 SIGN / W �-- W -�- SIDEWALK' BE /� \ W -`� W O j / R=94. 0' ' - ! r MAINTENENCE - ,, , f LL vti I U I ? JLJNCTrO�! _ �CL= r 9.09' - - - w T s � �-� 0 D, ._� - -- -- RELA(.AT D �-- � T'� �- T TECT BOX �a�,r.... °R E - - �- - - UEIT rFR _:.., E. MEN7 x EN1J m I CONTRACTOR SHALL PR. r� ..-, �, � ,.::._ :; l D.B. 40`5 P. -4-9,/ - - - :a ,_ _ v�l v. "' �. - - _ -AREAS TO BE DEMOLISHED . w �. - .� .-�,_- :- .,. - - -_- - CND=1 36 07 4.� E -, / __, d , - - EXISTING MARQUIS SIG FROM Avv 4U.8- - - s E a eI _ v. :I f CONSTRUCTION AMAGE-. a i d 4 �� �� v '� ZJ d i Q ° . I+. W � 1 4 r 1 _>,.-__. _- c �� �, - ----_----�_ -- ��---,+t- - RE TO �,,_n,,, ° ` - -� / - - - - BE DEMOLISHED . �. - - .-��,,.,, �,. - , - : - - 4- EXISTING FEATU i / / �' %� _r 1 r _ / A _ 0 1 ADDRESSED COUNTY COMMENTS JDB 05/21/20 a - H 000 aFs,cNED 8Y: PROJECT: STONEF/ELD BLOCK D-1 SET REV. N0. lze vl Jfle FINAL SITE PLAN 4 8 Q ENGINEERS m ,, SURVEYORS DRAWN B ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: + °'HR aY: DEMOLITION PLAN -" 7 m ,d ic, No. 0 V• .W�,AssOIATES HFw C4 0 0 , /0 - al Zc) �� � Yo soc n119 968 Olympia Dr, Suite 1 SHEET NUMBER: Lynchburg, VA 24502 Charlenesnlle, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �^■-�"' -S'J- � ,cPhone: 434316.6___ Phone: 434.984.2700 /�tf/il H: 1 t=20' ^f o*i #A :�'14 www.�vwassociates.ner 219040.03 904003C_EX-2.dwg Ivf1rIL V. IN A` 02128120 V NO. SHEEP REVISION BY DATE NO. SHEET REVISION BY DATE 44 v' � �10e) ;m I: 'a .Z I � I ;� R m .0� C al! 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I , / D, 6. 4391 P 3�3 I ., Rz \ ___� (�i - . . . : , , . / m : . . ... .: . . - � I , , ' DRMT ' - WATER LINE 11 , , , (DI J", �� g - .�,* , .. �'. , . ,;;;;w� 1, � � -, , " �� :��. : , I . " "I ,�<,� � . , � � I w I . . � . .. .--- . . . �// j I I 1? � ?-��..7 .vll.,.. 1?"� - _�_ / ____ �_ _,�, _=� - - ,4--- i i � --��, - I . m ����l I I � - '�* �� , , -, , , - " '.�` � ------- ± 32-2-'- T0_H­YDRjkU­LIC "O _± 1G8_`___ ]B: Sr Ir *1_ I � 11 I - I ..'-.. : �, � ....'-- ,-:`-';r:i. � . � - W, 4 . I �;__-_ / - - -,:� �' :..� I - , .. _____ - - - - - . - - _. f _. � - -1 �. .�_�__-_!.�'1.-'e�. - ----- �, - � - -_ - - - - - - - - -_ - - I / ..- I -6'*x3" RED .1 - - �� . � .. . - I - -I- - - _ . - I :, - ... ., - I . !!! I -1 .:�,_ ( .", - " TOP=499�86 � .1 � 11 �� SLEEVE AND VALVE -, , � t!��_ _-_- W - 0 IZ TOP --\ - - i . ' I 12"X6" TAPPING 11 . . _. - RELOCATED INGLEWOOD DRIVE m14 - \ � � ') F / / �-;_, - TO O:ND . / . . , � �___ _.: - \ \ � � � __-----�� . . , . .1 /1, _ I .. I I �, �� ; , .: : .� '.�.... , , - - � I I _..;� � .... _f v I . . , � ,_ � W - W . ks " /I ­ � I I �� -, .1. '. .. - - I 1. . . _7-1 -- - .�: ��,. � . .. . .� � __ \N - -- `/ - ,/v - w �JGT� I �. I �NV OUT=488,04 I /11 . , , / . C ___ �� - �_ �, �, � � 1-1. . 1 " ----, , .1r. \ , - r-- 6" DECIDUOUS \N _� 'Af . I / " , , -� \ __ - ' �__ DROP IN - - EX 3 " SAN n � ,�, � , � ': :.. `-�' �,� W -- � V�, - " - // .1 __,Z�._I__-�_ . - - .,.I A. .--_� .. � SIGN , ____ I .., � " - I . I . .... .. ... :,.., � I - \ GRATE CROSSWALK ST -_ - ._­ ." I - '1� . - �� / _,�;- �,f i­ Y.. - _�,_�;�� . , I , , �-`�P,BJECT / TREE - �'��' ' w - 11, �� - 11-�z I/ �. '�,, '�i ,,, ", - _ , � � ', , - _____1 � .. __ I------ I \N - , , - \N I P� SIGW I �� �� ____ - 15�� - .%/. ...T'�' o­ .. ,.*..'', I ,�. : , // \ - OWF % FIRE SERVICE LINE "ebz�� TOP-50,5.60 0 RIO' - �1777 -, - , AN -- ­- S A N - L� SAN = �� . , .. .; ... . -,. - Y.. _. �.. � , � --- - _�_�� la�l . . 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P� .", -7 -. �­--­` . �t . 1 . , .. , * / I I . . -�.A. - "I .'- ", - I.'.'- --' ' . . , . i; I . ..;., I.' . . � , . . ,� �,:� , - ..-.. � I ,� . �, : -- -� ,�ffl-- " ----\ � - 6 " DECIDUOUS --- o�� Z " 4 . � I -A..., _­.4:.%1Et-."_F-#-_, - �L;6a -' 1, :, .� CG-1 "", , .1 I Wi ­--l�`.".: 11'20�4_ EASEMENT - I . � - --- �- i'll , I I . , , '! '�_ - .1. . .- VV - . '� \ _- �� 119MLL-al m� ___ --- I - - ­1 - .. - .. 1� � , � \N ­��/\�' - _�� - r, " . IY77 _1Fw__'1 � I _� - _ eD, .. ..'" 1: Z *,r"�'0' � - 1� -jfi-�� ___� - ..- , - � : �-.�.��!. 11 i 3 ,� �­� R.". �i _ �_ '. - 4 , .. TURN SIGN _� . .. SPEED LoiT ------- - __ __ wl� - . .; -` I ��, �,., -:t- -,,� -, �_ -11 - , - ,/ 4 �) � �'. , I ----- ��j \ TR �E . � � I'll - ,�. .. ,�E �7� :-:� - - -- --- .":I.-]- ', ": � , .: .-.... I .; .� . . i . .. -3 7 ��', � I .. . - - - , I ______ - 1 1. I - � - . . � _... _;,� -`� - BM PK AWL - - ______ ___-.� ,� � � I ___-_ __ .. - 25�­,�;GN ', - . . - �__ _1� 1, . 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I � I � - - I _,�__ 7 � .. - . 11 � I 11 �� .............. ..". � _� -) / I � � ........ _ � L' � �j El BLOCK D- I � ____ � .1 �1' � r - . ,. .......... .. � � -, k - nrl �� � ........ ) . , � �11 * , _�_ I ........ ........ ..... I ..... / 1 / . . � ...... ......... ... - ..... ... . 3: 1'� - � MEN I 4-_.`.'1_1 .E ­ ....................................... z 1�1) ..... ­ I .- (_:_Iv.�� I . � . )r I I / / 1, i . I , "' L-ju , � I , ......... **­ ­ . .1.1.....� I / 11 / ---_--_--1-----.-� �' - - � - _. - I ------- �.�., ....... � APARTMENT BUILDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ............................... I.- � 1 I . . . .......... .... 44 ............... **** ... * ......... - - - . !_:��: '. . .. .. -Z � ��, *** ....... - - . / ........ � ................................ CROSSWALK . . . -1 . . ..:. -11 I - . I I . - �. - *­ ... "I - - ... I --- L_ ., � - - . \ ........ ....... ............... ............ 11 / ......... I ... 11 .......... I ................. TABLE A: BLOCK D-1 OPEN SPACE AREAS . . ........................".... - � ... '...""" ---- IN 11 � � � � .......................................................... ..................... ... '................. -1 -�� 1.` \ I ....... . . . . . . . . . . . . . . . ....... I .................... ��k / r / '..'..'..'..'..'..".'..*.,.""I If. . I . _ :� -d' I ...... � � , _ .. ...... F , I �, � � ;�- � I I I . . ..... I ITEM PROPOSED AREAS (SF) 'APPROVED AREAS (SF) GREEN SPACE +/- 21,763 +/- 18,1 i I CIVIC SPACE 4/- 23,814 +/- 11,843 OPEN SPACE z GREEN + CIVIC I +/- 45,577 +/. 29,954 SUMMARY: PROPOSED GREEN AND CIVIC SPACE AREAS EXCEED APPROVED AREAS. . .� . . i 11 � - � ... - il � 1� f ­ ' , LL ' -- \­\V I I-, ­'�,� , � .� ; L� , <� � �,:.� .. - ­ . 4 .� � � : � � I I L � 176ft'. I , \ L 1- � , � - 4 1 - L (�, , ,� � - I I - - . ,� ( ,/ , I LL LL I �,,��\­11 I I - - - I � , \ - I ... :, .. - . , I � � I ( ,\\ (( '\ / - ­­ _,_­­­­­" . I ADDITIONAL TABLE B: RECREATIONAL SPACE (RS) RATIOS +1 , I I _� -, .�... , MAINTENANCE EASEMENT "'�, .�... . �k I . 1 I / \� �� ,:\ % , I , -� � . . � i , 11 / \' ,,, . � , -1 -� - . � I I I L -Z-7 - Q A-7 . (,I I � 1� e u � +.' � - 11� / ,,�� \ .".1 - - I _. 5` I . � h I �, I � I n 0 RA 1 P) 0 Q AIQ �Imp I �z I _ �� I � . , , , L . � 1, , /, i I / " / ��, , , L L \ i . . I . ­ I., s * �c I r , \ \ . '1� ., I " / I ,\ " I I , I � I" L\'LL �\ L I . . � I � ' I / I I \ I �i / ' EASEMENT . .. I / '\ �L_,&�_ - '�,� 7 11 \,�\�:: L\ 11 -, .;, I ,\ �� _� L_j / ... . I - . � � � �, - - - __ - .:* ; I .:: , . ': * - � ff I ,:: � .- _. �1_ _ I COMMEPCIAL .. ... . 7. I i� I _ . . �� � i3� �� 1. , -.i ; � ...................... .... , I L ...... % ...... .. I.. � �'__� 11 I , � f USE AREA ....�: '.;a - , D.B. 1539 , i i, _il I 11 � � / I/ , _... � - . 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'. . .. � -1 . - � \ / 1�1'( � j ... - . . ­- DFL)r-1z4JLL, i.,,,,,,, , - / �_ I - I I ., 1 1-4.. . . I ­ .... � ....... � ....... � ....... ... . - . . � I I ,� ,� (q I , , / , ; .: -) �t � � - 1. ____ / / ..: ... . / / L i , I I 1 6 1 11 '. - . 1, (In - I I 16�7 I "",.,,� _� 1\ / �, / NEW CONCRETE I'll / � .. ....... .. ............ � ........... . - C I TO; . i , .. RIGHT TU��.N � I I � '............... ... . , -M, ., �___._ �` - , I . ., --' - - " SIDEWALK .., .. I— ­ --- . . �.� I - D��N � I , I 1� TYP. .................... , ...... � ........ : . .., -1 11 �f i. 11 ........... .... � �i 11 , I �, \ ,� NEW El ECTRICAL I I....... � : ; I -� ONL �/ ' \ �1 Z , I/ ................ .. ........ � ..... - . % - . . ........ .. 4 � -_ - - I z / ......... . -��� 'r., - � i I , 1.1i . TRANSFORMER I / � . ... I I �[ � �11) � 11 � � ......... _e:.,. L� �, \ I ­�, �... .. . ... . . . I - . I 1� I --.� ,::, .. V. .... � ........... I ....... I ..... I I i, - ...... .. ... ..... I—— , - .. 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S-IGN/MAMTENACE ' �,�� � \ - - / �-*,j - - I 1� , , '.. � , � " , 1-1\ . r � � , " � � - -, N ,-, - " 0 1 . - "I - �', ," I ----- "', ,L I �,EW I . _e�_� ,/, . ---:r . I � .. . I _/J , - I - -1 31 , - / / to � 11 � \ / - I I � - , _7!�� � � \ LEADE I 1 5 ITEM PROPOSED AREAS (SF) , BLOCK D-1: RECREATIONAL SPACE (PUBLIC + PRIVATE) +I- 6,368 PUBLIC +/- 0 PRIVATE +I- 14,121 1 PROPOSED RS RATIO OF BLOCK D-1 AREA +/- 13.07% (AREA/ 108,029 SF BLOCK D-1 AREA) _ TARGET RS RATIO OF AGGREGATE IRS OVER TOTAL DEVELOPMENT' +I. 1.67% _ SUMMARY: PROPOSED RATIO OF RECREATIONAL TO PROPERTY AREA EXCEEDS APPROVED RATIO FOR OVERALL STONEFIELD DEVELOPMENT. - - I / I ,. .1 I - / 1'�� � 11 . J I v I � ��- .e 1. I . I � EASEMENT \ - 1 --- " - \ DROP iNLET NEW 8' SIDEWALK MAINTENENCE &� �-- 8 " / / .,, 46* 1 � 1�1 ��: ` I .. � -\,: .0 \\, .. _I I - - - - _LA,0SCA LL" -_ � / \ "I I I � - NOTES FOR TABLES A & B ,z , � , I % I , . . 1. � � 11 � . j I I . .� -1 . � �` D. B. 541 � \ \1 , . � "I, 7� 1 r- _. ANSFORA .. . . Y F _,_� GRATE ft-PESS-EGRESS EASEME)"JT WIT[ DECIDUOUS / / " S 3 .- ._1 ,� �-, I � 2, F __� t AREA 4ER I . 1, \ ,-.-�-,-,.,,�"--.,.�-""--�--��, ­ .. . I 1. - - - � I . I I \ / - . . . . . �__ '1� I'- 8 I? 11 TOP=500.46 AND ALONG NEW BOUNDARY LINEL) TREE / ­ ,- _­ -4-1- _ __1 � � I-' - I f. : � _. . : � -_ . ."" ... 'L, / .­.­ - I 3 : . - � z I I - ­ -=-- I- � , $1 - . , . I . 11 - I I 0 ' AS DOCUMENTED IN APPROVED ALBEMARLE PLACE PRELIMINARY SITE PLAN / -� . - . - .� � I 11. I—- 0 , � I j �'� _- I , P. 6,37-64/ \ 1\ -. ": �� / � , __�7<_�� - D.B. 5412, ,�:'. 637-64, 1. ­1 __ 8"' . � - . . -1 -- 4� �. 11 � - � , ," . ,� "I, - _7 _�_ - I I \ DEC0UOUS ­­ .� I I - , I � T_ 1-.1 \ , . - � - � *? "? - T ,� 1 4 " � I �_ L ,� 8 " ,\ _­ - � - DECIDUOUS Y . - i - � 1� , _3 , GREEN AND CIVIC SPACE - ULTIMATE PLAN, DATED 3-21-201 1, REV. 1 � �� - RAFF�C / � - I � TREE .­ 8 " ---/ - �� �; _. "" I �' 11 �, . 77�.7:� - �� 4 , DISTRICT AVE. I D R ­­ GRATE � ; - -1; , . 1� , ,�UOUS �\ ,--' , 1-1 - ` 1-HOSSWALK �1'z � . \'-- DROP INLET DECIL �-- E'EDEST ON , - � -.1.1 , _ � �_ � - , * , __ -, 'a I I I -_ I I I � � _ I � .- I �, , ,� - 4 . I � � I . I .- , - - � 7. TREE 11111 e ,' I �., - �, � �X�� -��,� /F - . 1�1_ DECIDUOUS �-_-.� � !�� .. �­ � - 41 'R, '�OP=494.2 _e 2 �� - I �_,\ z J, OSS�NG -, �NV iN=489� � 9 � )i � � - -_ AS DOCUMENTED IN APPROVED ALBEMARLE PLACE PRELIMINARY SITE PLAN, , I I - , .7 � __ 4 .. � GRATE TREE 1 PUST� >� i f e 7 �77 a . . . - _;�'- . ) ,/ \ / TOP=505�43 ­­­­ 1; I . 1� -1 � 01 �; _. , _� ) CR � � .----- TREE �4 1 - I . --.,"I ;�s �.r --\ --�� - - - . _4� . :4 . � ' \ -"-,--. I.' ULTIMATE PLAN, DATED 3-21-201 1, REV. 1. . _. IV - I , � , 4 65. / '� � - ­ - - I I . I � ... 14 - I _Fk- - � I " ,. - , \ _____/ I ­­ - : . ,. I - � - "', - TRA F _- � " � - - , / AHEA -) SIGN --- I T=488 04 �, i �;W NV (U . 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IT ' " * I I .. - \ I ..... .. �. 14 � . . ".. m ; .... . -. � I %. . -, '--� . � �\\\ I ...... i .11.1 - I . . , . . * -. . . � i � � L NEW �NGRESS-EGRESS EASEMFNT I \' \" �� la� --'Q -'."'.."'...- . . . . GRAPHIC SCALE MUST BE USED - . 9 , � \ � ... .... ; . " ---_, -� . 4 - . - - . " BETWEEN EXISTI'NG \ �-=' ILE . '-�- 1\ . . -1 - ' . I � � I \ I x .00 11 � --,-,- ---- , I I , � ` - i I - i � � , !.� '.� I \\ OR --- :K".----'K:] - I 'k'�� / .... .... I - � R I � f %k- -J�U�u ,1�� ... � - I R OF ALL AREA �\\\��' m ........... . , . 1. � / - - -0 /->,? '. V G �' _ - \� .'..'..'i //// ED L0,jiT ,z- - "�,., ,- .-. . 4�� 1 4 I" ' , - � " m. / � ... �' � %� � - -1. I " '.- - . .. , . .7 . ' , - ... .- � . --- - , - ... NEW BOUNDARY L�NES / \-- COI I � ' I " F- - . , ' -� - . I . �� - --,* i � � , .: � / , I I. / \ ..": \\\ \ � //// :fi -- , I ?" ".1 . -� . . " -EGRESS EASEMENT/ TO \ �� -) r� S , . k CONNECT TO j / V . I INGRESS �� � \ 4 �' OR -'!�i�7- '� �PE ­ SCALE: 1 ' = 20' .1 'z- � - e / . ,�- 39 � I N \' . I ... . . . , �ii.'..'..'.'..'..'...'...'��������������� V// .- . - :�� . �s' - ,-,'."* .. - . 1� ' EXISTING SIDEWALK IN- L-i- / -... . I . . .. -.�-'�'. / - Jut ,I �'\\ OP OF WAL, r--/502.00 - ---, . I ' ' - --- 1---m --- m I I , 1. .* - ': -. ,---, - I -�' - X 7.50 .....7 5tlf6.606-1-147 � , x '� 99.5�' .". .. -�-- , 1� �� - TOP 0 - - .. -E::] L� \J�k\;-� I/ "I " � -, F WALL �- \ , - 7 - "I" I OR / \ -1-1� " *' , - -I- /I � ' ��\� / ' \ .1� ! 4 .. / / \ \� MAX. HEI HT = 5.50' .................. , - F. � I .. - -.-- - / . ............ .......... . N m , I .................. ... , , - -1 . . "I I , TOP/ OF WALL = 515.33 1 \ ........... "I � � + ( � -) . I I 1. , r-11 / '��\ / � .1 -------, '4' �i` � 1. � 1:' I /' � : I --- ---- - -- / 4- -'. / =je-2- 7 " ....................... . .- I � �� * . :..�' 1, RA '71 + ) . 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E --i �� . - / 11 \ � .1. - .. / � ' , , v . . I . -:) I � / ":� � � - � � . " / --------.-"-'. . , - ' I I � /1�1�i- , �'�- � . r, --� "I - - .1 . .� x im 11 I 1/ � E \�'\:� I � � : \ \ \\ - - I \ .�. � - I . -- 11�1\ . - - i . � -2 =1 I FF ENTRY FFE 111111hih I '� \ / I . ('�+ ) v . . - i I GR / ,\\\, " I . I I . -. � I ,. . I I I \ � �' 1� . . I . OR N "� " � ' ' , \ \W\\:�\ .. ... . , I . - ,� V) � .. :'� I" � F 11 11 507.83 / ' I � " ,� �� .. I -L � � '�� . . >) . ...... i -; ' ... 1! 1; . , ' - . I 11 \\\\��"'\'�' - . . � ��� * ---t W'�;- -' ' ' - \x / \ \ I I � I ' " - -1 11 . .�. � .�� 11 11 - / . - !A- �' . . I" I "Ill' � " - . I I . � / �' / -,\:11 �'\'/ i... -! � .. . 11 I 11 ,?." .' .� ..- 1. /I � I \ - � - - ,R � - . . ` / 11, X I � . 11 / . / \ �i 1� , E�� 1. . . - I 4 .-. 1. I \\ \ \ \ ��x I � . - . , , - -�-)' I .1 -4 . �� 'I //- EX I 11 1� + 11 ��' � s . � , \�� . I � . V I / I I \' \,' -, � Q�: - � � � Q) / TOP OF WALL -�=7 521.00 '��'\\\ I .� A� ",\''\ \ k / / , \\\ , ", '� I * 7 1 . - I I �-. I" ,/ � � , , 1 - � .14 4 ) , �� . i i ;-" ��---* , � .. J� ;a a , \\�ll / � . I WATER LIN -- 11 1�1'� \ , `111--', ..- � ' ' � 4� � MAX. HEIGHT =/ 13.50' / P OF WAYL = 509.50 � �' � -� 1. .1 , -� � � � / TO I I , I � . _4 ... �' , I � - , -.1 � - - 11 11 \ � ' � . � - � � - ' 0 I ��� �, \\, / . - - I -1 ��' \\ � I . --:--� : � - -. --) \\ I � 1w, '� . � .. -1 -- I - , /� , - , ��: . I -- x � � � � + 4 .' - . I � � . ' 11 . . . � � � / l< , \' I , x" I I :� - .r . I 1, , .� � 0� -1, -T I'll I MAX. HEIGHT = 2.0' / \\ I �� - 1, '� / .............. \ ..... Z- * 4. . /,- - I ( + � + ') ��z-'� I . . I . 10 " I I �� , I - / ..- -- \ . .. . . "� � .'., � � I I I\ � I // \ \- " ", - I I , " "I'll, ............. --- I I ' � '� ... i � 1 ,� - : , " / - 11\ � " - '�" -- // ......... 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( � �\ ) jj 3' 1.* �� 0� � �-� : .. .. \'� \��\�" I ��' \\\ � " I - -E ... .... t-I'(/ATT PLA(� I" ing���� - I , - E. 11 '11,\ \1 , ,�:� 11 � - � . - J, w- . -'� V � �[ " � jl�- . 507.83 I . I --.. -.'�-�l I I'll, � �"' \ I I 1. ... - I I , v / I � I " / .... ... ( + t' I I- � � - =.-.-.-.-.-.-.-.-.-.- � 11 I I ..... .... - ,-) TMP FIW-07-7' , � ..' . I -- I III � i iiiiiiiiiii, 11 i 11 . - 4 , ...- , '\ 2.22 \ . " .1 -+ . � � I I . - --.,fl q .' � I 11 I - - - * , I ". .1 I t :::::::::::::::::::::::::::::: SCREENING WALL / / I . " 11\ + �- MACFARLANE STONERELD LL" - ' 11 X - ..... / �. I � I 11 I , . -� - � ji r. - ' - � I . - - . I ONED Nkl[l �.. .- / - -- . " . I . . / T-�L j I ... ... -1 . ...� ... e / GR / I � - 1� I- " - ��: 95,78' '� , T---- --i ,� � �f �' I i ........i��"..".'..."�i�i�����i�i�i�i�i...., -, . ( �"�' .. �� = 509.91 11 / " .. 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HEIGHT = 5.0' .".4 . ;;; ............. . 4. 1 � . ....... - - .. ........ L; � ' " ' . �.[. . . . f ....... : -- ---------- POOL - ' � � I � -1 i / ..111111,11111 . . TUE � I ............. I " lvll'� .4 - I / I . � �'- , ' I E..."......'.' - ..�..�.�.-.-.-..-.. 11 / I � \�\ .' : �/ . .......... � ... ..... mm ..... .... , "I 2 1 1 ......... , .... - - ". " =........... / I ............. I ............ I ............. = . " �� ....... .. .... I I �- 1. 1. - ..................' : . . . . . . . . ...... � I . - ......................... \\ . . � ::: I ,'�- .- , � I .......... � ..................: ............... I-- ........ I \ ......... � .............. 11 � ; ", 'j, 11 . -� ' 'j.-. .. .......... ...... � :�: OR I \" , .... � ......... :::: ........... � I -�-�- � � 11 d � .......... I ............ � F. � I .......... ......................................... � � " ........................................ __----- ............... ..... ..... - --- -, -, � .� " -1 -- I 0 ` -11 � f I .......... - ......................................... � 1. �' - � . ' 1: 11 ..... .... -11- " --- - ,'I - �� .......... . ............................. ........ FLUS .-.'.'L'�-..-.-.- I � 1. ' ....... � ... - �p � -.-.-I-.-,-.-.-.-.- � - .......... - i ' if . .. I � i I i ' ... ......... """"""""""""", / . H CURB- � �� �11 " .'.'.'.'.'.'.'. . "I,- J I I ................ - � ....... ......... ... . � ....... � .................................. I - � I ............. � �. I .1"....."......." .... - - I ............. � � ...... 11 I ......... . .................................. �. - . :-:-:-:-:-:-:-:.. ...... . I � ... . ..." 18,15' � [,-'.t .� I I -:-:-:-:-: -�" ' . ....... 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I -1- , ....................................................... :�: -- I - .; OR -, j I ' ... ** , ............. ... ......... , -,-- --- . - - �. � - ... ....... 11 --.----,.,, ........... � .. . .. ............... , .. - �' - I , .... . - ................ . . . ............. , ��"" I m � ".. � �� -:� �00 .... .... - , - I " I � L��'� . - � � 4) ........ -- -- --------- ** ........ - I / 71' --------- .11 � . . - -- ............ - ............. - I � 1. � �� I � � ---. -....-.-.------.,,,,,............................- ............... / . . . . . . . . . . . . . . . / 11 I 11 ( -'�' ." ' � . ........... I 1. ..................... .. ,. ..... . .. . ............. I - � . .......... ..................... ......... , . I � :.-.< � 'll.- I .......... / � I f'-i I- �.` 1. � J� I. ' � 1\ � ................................................................. ............................................................................................. . . . . . . .. . .. . . . . . . . . . . . . . . ........................... . . / 195M , '4 v 411 , � , � . � ............................... I . . - -- - 1.1--l-I'l-I � , . - " I ;�! § .. � ....................... � .............. ... .. . - - " - .. .......... � ........................... � . 1. ..................... � ..................... .."........... .1 ( -�'--'�' . .. f � ��������� :i:i:H::�:*..,.,.-,.,-,.,.,.,.,.':�:�:�:�:�:�:�:�:�:� .......................... TOR � . � I, / - - .... - ... 11 .. . . . . . . . . . . . . . . ............. / � , . . .. - - - - - �' .......................... . . - , (-) � ,'?, . * .1 i ' 11 �..---..-....���i�-.....L.-�.....,..L,.,....................-...-.-...-��....-...-.--..-.-...-.....,..��."��."."�,."�����������i�� .......................................... .. d . - - . -�' �' - - . � � � ... - . . � .... ........................................... I - J f-j TW = 513.83 ........ .:.:.:.:.:.:.:.:....:.:.:.:.:.:,:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::::::::::::::::..,..'.-.'.-.'.-,,.".:::,....'..'.'...,:,..,...:.,..,.::::..'.-..,::::::::::::::::::::::.. -��.. .iiii�i j J \1 ' ........... .... ". .................................... 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(�� )>�" �� . .' 1. � I / i I I I , '� �' \\\� I I . I - - � jl- � - I . . � I I I / ) ............ M-M .. . � � - I - ' / . 94�73 � . �-'- I . .. / / ..... I ................ . . . . . ........... ..... � 0 -1 . �"- -� -� + ) .1 I - �' -11 ...... � �' I -�' / .... ...... � .... .. ..- . .......................... ...... ll��..='.'..4 ...... �...'.'. .......... .. � I ' ��' , � � I / .... ................ . . . . . . - .. � ' OR ' . � ----�'- i �- .1 / / � ..,..,...,..,..,..,.."'..*.-..;.m . . . . . ..'-... - .. . . " -1 e VAULT 11 I ' i / � ��: '--'� I 11 . -IMCA- ... ... ' �. � -1 -� T � i ----7-"""'-' ENTRY I - / Z . I I r � � ..... .... &!R� , 11 ........................... --. � . q qm fit< FFE / . � 00 .........- 11 � - ............... --, - ............. � -�.- -, I ��' "I I/ ............. .. -i ' �' t , FF / I / / - I . . . 1, �' I :...H I I , .1 . . i I 4 ", . :11 NTELOS, VAU� T �. ' 4V G FF � ,. , I . 1� I "`----Ll-l�- / \ , --.-.-.--.�.'.-�-..- .,� .. - , .. I 11 11 I � 'fl "'I � � . ," I � �. .j ! lse zm 507.83 1 il I - I -,-. _ I I/ 1-� / �' � � .... . : t4-- - . . .� "I � -��'��'\�� �\ll 1� � "�\ I'll, :;".,.,. %% . I � / . . --� . I I �� 1 1\ / �� . ��-`---� , ) -� 1% li. � I I � � x zm x Z.0 z � / -T - - - (" +'�-�" � � Z' � - I , I \ ---� \ i I I �--' ( ) / � \ � � � . � , I "'� �t I ,. , � J" i U � \� ON, F----1 . "I .. , '' - � / I '. .. / --,'' , - . . 1� . , � � I � � , ��- . :i \ �- I ". . . .� I � � \�'\ 1\ , � I -< I : " i I . � -��: � . -L-� � ��' �;-. , . . - �' I I \ I � - I I 1, I v) i �' I 1) I �\ 1/-� / ' --,-' RELOCATED "--"'-`%`,`- .:-� . .. � /I ZZ: I . 11 . � �"" � 4 : 11 , ; ( + ) - �' ) Cn �' ��\\'�\ " 1� / � ��\�n' (�5� I � ' ' . . :� �'\ , . � . . I '\ \:, ... . ' � � , �.- - .� i 1� - - - T� = 0 1 8.33 ( I /I : ,� / , �\\\\�� / FILTERRA .t� ADDITIONAL 4 � ) '�' �' I I -') ' . - 1 . .� '� 1, " mm -," -.-, � '. � ' I , + I I �- I '-� -� . � I \ \�� . .v ' - , � � ............... . '. -, � I � 1: , � �AX. HEIGHT = 7.15' 1 1 �' \ - / � - I TOP=494.50 ................ ... T - . .4 � 'l ( �' � i - � -L�� - - I / :.. � ' + --1 ' , . I '�'L �` .,* / I (A I / I '�'N\ \ \� �' 11 '. . I" . �. I- I ' \� , � I " , \\ -� f - � . / � FO I ��\ �\\\ - il GAS LINE '4 '' j J� I \ 1: ,\\ / \ 2 . m . - . -4 .............. j , \ "� \� '�\� � "h - i EASEMENT ,-- �' .1 .- " (A I / \ '� <' �' .-; .... - 1. � I i I � -11 / � �\\' I -----------L� I I 1: I . , -1 I . -� ----� , , � �- ,,, .� -- L I , � --� � . ". �= .. . I - �. . �' - ....­ ......... � ...i : I I I ,, " "- �' . "A/ ., I / . � � 539,�, ' ' \ -': / '� . . 1) - ,.-. � I 11 � j COMMERCIAL . /I D.B. , . , (+) .1 -� / / .... .. .. �' " ' I I Z / .... ......... ... - . .� " - - � ." R� - ;9 / �' I " �.-. I '� P. 2 1. � - --- -------d � i/ , -'j ) -. / 11 I /' .� ... � / .... V.-- - 4 - - ' � �,' 4'�� � /' Z - - 4-2 -�� -�- . .�- \ \_�' (,j>:"' ." 13 .- � N / \' I )� 11 / � �� * ' - . . . 4 .� I � - ( I - - I - I ,/ / / . * " . I '� .. � . . . . � '�' ( + ��' " I - . ' , - � � ll�� - I 1 CONNECT TO / -.1 ........... :: � //-i- `\, � ; ��') \ . � Cl) . I � I 1�- ,,,,,,,,, � (n / - / Z .'j", . - � ,� � , I ' I - - ' 7';'�' � . -.1 -, .1 I 1, .1 z / d. - I I , I �-� , 1) I . K �� . - OR . -) / ,- -'l , (-" ,- '� '. Fn TW = 516,33 1 CONNECT TO " � I.', '. . i., - . - - , '--�- -]"."---'. � , I � ��. 7�� -�" I. �� I . , ,--�7 �- / EXISTING SIDEWALK IN 11 / " RETAINING WALL . .X.q . . I 1 4,,6 '. /.. \ . .v . . J., � ) �' - - -, .�' � I/ I � � \ �\ . . , I '�. 7 j MAX. HEIGHT = 5.15' , EXISTING CURB IN 6 \ �� �; , � - I 1� , I / " Comm - --�-f . � / \ I /..,. / I I. . , 7�" �- + ) �� , �; ; '. �';� I � --�' �� � � W/HANDRAIL, TYP. - ............. 1- ... ... .... 1. -�- /..' . .. , �' %, �� '5� t I I I /--lW = 511.33 \ -- � -- . � , \ LI / Il. L) R 01 P- / ---k + I '�', , . . * "' I . I I "I -, -*-, - ��:" ..� . . I I � . � ; --�:�'.-.-�:�-1 . � , - ' + �0 I -. j j� 61,6 ' / . . .'. ..' +1 '�� �� - I ' ' ,l ---- MAX. HEIGHT = 3.83' j; � / TOP/ OF WALL = 498.00 ..I.' � TOP= 194.17 " �' . 1� "- �� ,,, -� � LINE AND ON,--6RAD� / .... � ..... ... .. .. . . iNLE I \ - (" D � 1" I I � FIGHT TURN - i �� T / � ......... ............ . - -1-1 r + " -') I - I - -- I .. . ... I It" \ NEW ELECTRICAL "-/ � I �- �--- ;�< �+ ) � I \' � I "' ---1-1-d-al Z�a " 7-5Q '� -, I �l . , r, - ' I � 71, ,--/' 4 I ONL"' SIGN , *,-< UK ^ - � I �AX. HEIGHT = 123 . ........ �--`-`--` ��� - . _ - \ '4' � - ( I " - -1 ...... � I i I , I t OR � � 11 .1 . .�':' - � ; ;� � . TRANSFORMER "� I . ....... � i�'� �! .. �..;' ... / .. i 11. . & � \ TW = 54'2.00 �� / � I / I . . . . . . . . . . ��.� ,:o:.,. I -.-_-�]� ,;" C) � "'� - ,� I / ......- * I �...,' .. - - .. .. .. ... ­ * .. .. .. ' � 1, ' '-1 ���-* - -*- --." -- . ...... - & - . -� .. - --1 ", , r-�- - 1, . . I � . ;� - zm � - "'A ;. 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'4 'T Op -,A., ENGINEERS JDB FINAL SITE PLAN 4 "& * DRAWN BY. . * StIRVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: * C-) - �� * I PLANNERS JDB TITLE. I " I * ic. No. 0 DIHR BY. SITE GI?ADING PLAN C-9 Alf . pi AssOCIATES HFIN I 1006 10-1�1-P'C)A - SHEET NUMBER: . PO Bax,l 1 19 968 Olympia Dr, Suitc I - %:d�� -N � Lynchburg, VA 24502 Cl-lm-ill�, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE. I I %-S'.[Ox Phane� 434,316.6C80 Phone, ,13,1.934,2700 -- CML H: 1 �=20' 'e - - 904003C-GP- 1. dwg 9 of 12 0040 AL � / www.wwassociates.ne 219040.03 0-2128120 NO. SHEET REVISION BY DATE NO. I SHEET REVISION BY I DATE *****It I I I V. NIA /-- __j , /�' � I I " - �/" "'- (/' /�� v 11 \- I - - - - I NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (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 IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, H O 5. CG-2 IS TO BE USED ON ROADWAYS MEETING Z THE REQUIREMENTS FOR CG-6 AS SHOWN IN w APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, Ld IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS pd• SURFACE 02 d ' Pd ' pd • ' • BASE d e� pA - SUBBASE 6" L12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 4" �2" R 6" NOTES: CG-2 m SURFACE BASE SUBBASE NVOOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 CG-6 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHAI 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 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. To P D 1„�1i D p p D D D D D Q 41 A p O p P D p 1 THE BOTTOM OF THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7"IS MAINTAINED. AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION i1f b jV-0m UNLESS OTHERWISE NOTED ON PLANS 4 1/4":1' SLOPE UNLESS 0 OTHERWISE NOTED ON PLANS 4" MIN. Q '-a ° . A O d `' ° a- a a vs T c FI I I I F=_I I 11 a =II II�II�II�II II�II II�II�il�ll�ll�ll�IIF= l II Ir - 1�11�11-111 11 1111�11�111 w �I I -I I i -I T40-VDOT I� R NO. 21A NOTES: COMPACTED SUBGRADE ' AGGREGATE Mo 1. SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE. 0 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN v� LONGITUDINAL DIRECTION. i 3. SIDEWALKS ADJACENT TO BUILDINGS SHALL SLOPE AWAY a FROM THE STRUCTURE. SIDEWALK -DETAIL co NOT TO SCALE _v tat m c a XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS, 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP.. 2ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CO-12 DETECTABLE WARNING SURFACE. SIDEWALK RAMP 12:1 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 48:1 MAX L APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP u FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM ly - PhAx CONCRETE COVER 1'112". 10:1 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 R K� E REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTIONWITH USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTHOF �r` �,'�. THE SHARED PAIRED v i✓ i IN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE 112-1 CURB RAMP LANDING FLOOR. y S. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS 12,1 MAX �\ AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 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• rj THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS �I'll PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. A ` 1 1 MAX 11. ORERE CURB RPS STREET CONNECTIO NSRTHETDETECTABLEEWARNINGCTION FSURFACECUB TSHALLANCES 12`1 MAX '�\i. 11I1�llllIW HAVE 5 A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MIN IIIIII- II -I MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 _j.� EJI II III-IIEII I�. AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. q, MIN - AT :K 2" HIGHER THAN EDGE OF PAVEMENT AT :K X , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME Cn 1.6-2 4" C-C 0 0 0 0 0 0 o z $t o 0 0 or 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 1: LANDING RAMP + c� 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 f,. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ � 5DZ-65Z OF BASE ` DIAMETER 0 0 0 0 a 0 0 00 0 0 0 0 0 0 DETECTABLE WARNING �`� N. o I �� TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AT BACK OF CURB \ SEE NOTE 11. I 0.9"-1-4 VARIABLE FULL WIDTH OF RAlAP FLOOR _ ' � BASE DIAMETER F' PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 504 MH-IA NOTES: THE LETTERS V.D.O.T. ARE OPTIONAL, T-9Y4" DIA IF USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION IN OP OF 1�2�, COVER 1" WIDE AND RAISED %" HIGH " AS SHOWN. 1% y" FINISHED A MACHINE MACHINE DIMENSION 1 �� JtL; I IUN A -A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 174 ± 9 LBS. COVER 137 ± 7 LBS. TOP A 23Y4" DIA. T yr 22" DIA. Y4" x 1%2" SLOT 20Y2" DIA O 1'-7%" DIA. f E 5" �Ir 22" DIA �lrt 5" "1 T-04" DIA SECTION B-B��B BOTTOM xvDOT SPECIFICATI REFERENCEN ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 106.08 302 T r �rlw r''':. ir�:'�F.:.' ' 601.7.T�ri.►WWIli�C� NOT TO SCALE CG-12 A 45 DOWELS, 8'' LONG�PERMISSIBLE AT 12" C-C CONSTRUCTION 5- MIN 5' MIN. JOINT 1M1,x. 2:1 MAX 12:1 MAX eo�a4 z-_ice 4' MIN v B t a�4r� 12:1 MAX ;n "Aye ..}1 _ 7 _ , ,%10-4 y- WITH BUFFER STRIP RAMP � RAMP (SEE TABLE) A (SEE TABLE) TRANSITION GUTTER PAN SLOPE t TO 20A THROUGH RAMP LENGTH r' -. - 5' MIN TRANSITID I GUTTER PAN SLOPE . '� 12 - P AXI 9 GUTTERAN MAXIMUM SLOPE t TO 20:1 THROUGH RAMPLO E _0 LENGTH 12:7 MAX. ?P 5' 0" MIN SHAPE TO MATCH FACE OF RoaD'NaY CURB WITHOUT BUFFER STRIP BACK OF CURB_ 48 1 MAX. 20:1 48 1 MAX. EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 2' MIN LANDING 48:1 MAX. SECTION A -A SLOPE LANDING 46:1 MAX. _ SLOPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION JOINT plx)( 5' MiN CROSSWALK.tom SECTION B-B GRASS OR CONCRETE CURB NOTES ONE DIRECTION ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITH BUFFER STRIP SEE SHEET 1OF 5. WITHOUT BUFFER STRIP 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. o N .� TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 i e ad TRANSITION BETWEEN 4 PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. CROSSWALK CURB CROSSWALK MN } CONCRETE CROSSWALK II (1 TWO DIRECTIONS SMALLER RADII CR05844IALIK WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO OFF PIPER I I I I I I a I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO TH05E STRUCTURES SPECIFIED ON PLANS WHERE 1 SLSL SLOPE TO DR BRAIN R OR INVERT OF PIPE IS ABOVE INVERT OF 1 TO INVERT Or STRUCTURE. �j 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 PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. e d � DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 4 ` 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 XvMT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING 12" TRAVEL LANE/PARKING MINIMUM EDGE OF EXISTING PAVEMENT AS DETERMINED IN FIELD EX PAVEMENT SECTION SMOOTH - SAW CUT EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE 1 ADDRESSED COUNTY COMMENTS JDB 05/21 /20h, Too ,, ��j,TH♦0 U � ic. No. 0 '� d 14� ���� All NO. N0. By SHEET REVISION DATE _ NO._ SHEET REVISION BY DATE �aa���► ENGINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 968 Olympia Dr, Suite 1 Lynchburg, VA 24502 Charlaaesville, VA 22911 Phone: 2134.316.6080 Phone: 434.984.2700 www.wwassociates. net CAP (SEE LANDSCAPE PLANS) 8 rFACING (SEE LANDSCAPE _ PLANS) 8" REINFORCED CMU, GROUTED C GRADE SOLID w Uj V t CMU SHELF`` `t CMU SHELF I Z r- I 1'-8" 12"x3'-0" CONT. FOOTING, STEP AS REQUIRED a � I y t 4'-0" ram° n trl TYPICAL RETAINING WALL SECTION NOT TO SCALE 1. NOTES: ISH MATERIAL INFORMATION TO BE PROVIDED BY OTHERS. 2. SEE GRADING PLAN FOR ELEVATIONS AND EXTENT OF WALLS. 8-1,6-2 WEEP HOLE (AS REQ'D.) ( STEPS (AS REO'D.) WEEP HOLE (AS REQ'O.) ci w I I = 0tl 0 v t Q 1 � 4 w w STEPS ,(AS REQ'D.) > _ I i z< ' I X D X I D X B_•I 6" x 5" - W5.5 x W5.5 WELDED WIRE FABRIC OR EQUIVALENT AREA MONOLITHIC 27 2" ° ,FOOTING r D + 8"+2X B-2 DOGHOUSE WITH FOOTING NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL IN ON WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199, 3. CONCRETE SHALL BE 4000 PSI. 4. 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 ALL 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. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "0' IS NOMINAL DIAMETER, 7. IN THE EVENT THE INVERT OF THE QUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERr OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE ALTERNATE JOINT DETAIL DIMENSIONS 0 X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM � 36" 4.. b" 181, 21" 48" S" b" 24" 27" 60" 51, 3--36„ 42„ 72" 6" 8" 48' 54" 84" 7' 8" 60" 66" 96" 8 8„ 66„ 72„ 108" :::9- 78" 84" 120" 10" 81, 90" 96" 126" 10% " 8" 96 102" 144" 12' 1 8'. 108" 120" 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. %le DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0' MAXIMUM. ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) `VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 103.71 08 / 17 302 DESIGNED BY: PROJECT: SET REV N0. JDB STONEFIELD BLOCK D-1 FINAL SITE PLAN 4 DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: JDB TITLE. DrHR BY: DETAILS C -10 HFW WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: SHEET NUMBER: 219040.03 904003C_DEl'--1.dWo CML H: AS SHOWN jo-) 1,-)8120 ) 0 4f 12 V. NIA 45' WIDEN TRENCH TO �g ACCOMMODATE ANCHOR IF REQUIRED, BEDDINGAS REQUIRED 45' max SECTION 2--2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) =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 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 1 0.10 90 3.56 3.16 3.21 0.48 81, 45 2,66 2.66 2.77 0.26 22 1 /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 0.83 1 U, & 12" 45 3.33 3.58 2.95 0.43 3,83 4.00 2.83 0.52 22 1 f 2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG, W-3 TD- 3 i20" ''. BLOCK wAl.� sLeEv>!s w/ 1a" MIN, WATERPROOF SEAL TEST CONNECTION STRAINER METER 1a" MIN. `. �•-+I- 5' MIN-+4'-' * -•ir-I6" MIN.-+4- . 'q. 6" MIN. 16" MIN. 6" MIN. •. *{.AY1NG LENGTH (MIN) v, 3" STANDARD METER=19.25" 3" COMPOUND METER=24.25" d A Id 72" MIN. 2V" X ET ALUMINUMAND TEST ACCESS HATCH OVER METER AND 7;:ST TAP 60' MIN. NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 2, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3, PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER NTS FIG, W-7D TD-17 .� STEPS SHALL HE RUBBER COATED � TEST CONNECTION A • STEEL COUPLING ' DRESSER 12" 'L" GAT£ VALVE W/ 36" MIN. COUPLING THREADED CONNECC,,'TIDNS 5h' MAX. ' METER � 2" BRASS PIPE STRAINER I f 12" MIN- 5" MINIF^�+-' �6" MIN.'-�- FBLOCK 30" MAX. HOCK , a NO. I SHEET REVISION I BY I DATE NO. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS a1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. VALVE BOX #68 STONE 42°MIN 6" GATE " • , VALVE } }, a 8" X 6" • ♦ TEE 2500 P.S.I. CONCRETE A'o •: ; BASE AND THRUST ' �� '1' '" ' �' o.'a.� BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, SHEET REVISION 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 1S 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 BY I DATE ,TH 0, Ir ---Lie. No: 2500 P.S.I. CONCRETE THRUST BLOCK M.J. GATE VALVE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. I TYPICAL GATE VALVE NTS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". - 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE �Q 2' MIN I I /SALT TREATED FINISHED GROUND -/ MARKER PL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD- 33 ENGINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 968 Olympia Dr, Suite 1 Lynchburg, VA 24502 Charloaerville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 w W w. W wa550elate S.11et WATER M VARI S 1Ci.7IMAII1LU UUIN I 1-11 1INU:3 :s. TO METER BOX (SEE FIG. W-6A THRU W-7E). DIES ----2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE, • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 R.S.I. CONCRETE. LARGE METER SERVICE LINE HIM EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE NTS FIG. W-6C TD-12 36"MII` 124 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE CALL 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 DEsrcnrEJDB: PROJECT: STONEFIELD BLOCK D--1 FINAL SITE PLAN DRAWN BY: JDB ALBEMARLE COUNTY, VIRGINIA TITLE: DlHR BY: DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 219040.03 904003C_DET--2.dwg ICML H: AS SHOWN V. N A 02/28/20 SET REV. NO. 4 DRAWING NUMBER: C--11 SHEET NUMBER: 11 of 12 176 ch 3 I Q) (I 0 0 rn c 0 a c 0 0 Q v- N a a Q) v Q c 0 p 8 `m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+99.87 STORM PROFILE STRUCTURES EX43 THROUGH 43.6 STORM SEWER DESIGN WWA PROJECT NUMBER: 208026.02 COMPUTATIONS COUNITY:ALBEMARLE DISTRICT DESCRIPTION: PUBLIC ROADS SHEET 1 OF1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (Tc) RAIN FALL (110) RUNOFF 0 INVERT ELEVATIONS LENGTH SLOPE DIA MANNING'S n CAPA- CITY (FULL) VEL (FULL) FLOW 11ME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUM- ULATED MIN IN/HR CFS UPPER END LOWER END FT FTIFT IN CFS FPS SEC FT FT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 46.8 46.7 0.04 0.90 0.04 0.04 5.0 6.7 0.2 505.12 502.20 1 50.48 0.0578 15 0.010 20.3 16.5 3.1 1 511.24 6.12 1 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 1 0.19 0.80 0.15 0.15 5.0 6.7 1.0 495.56 494.55 60.1 0.0168 15 0.010 10.9 8.9 6.8 501.91 6.35 46.9 46.5 46.4 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 Bows 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 16.2 487.12 485.39 167.4 0.0103 24 0.010 30.0 9.5 17.5 494.30 7.18 46.3 46.2 46.1 0.12 0.80 0.10 2.60 5.8 6.4 16.6 485.29 482.41 231.0 0.0125 24 0,010 32.9 10.5 22.0 492.14 6.85 46.2 46.1 43.1 0.15 0.85 0.13 2.73 6.2 6.3 17.1 482.21 481.47 84.9 0.0087 24 0.010 27.5 8.8 9.7 1 490.01 7.80 46.1 43.6 43.5 0.56 0.81 0.45 0.45 7.0 6.1 2.8 486.63 486.04 25.7 0.0229 15 0.010 12.8 10.4 2.5 Includes Bows 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 0.44 0.89 7.2 6.0 5.4 484.81 484.39 46.9 0.0090 18 0.010 1 13.0 7.3 6.4 492.46 7.65 43.4 43.3 43.2 0.29 0.88 0.26 1.15 7.3 6.0 6.9 484.19 483.18 97.3 0.0104 21 0.010 21.0 8.8 11.1 491.94 7.75 43.3 43.2 43.1 0.18 0.85 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 16.9 490.93 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 69.5 0.0304 30 0.010 93.2 19.0 1 3.7 489.22 7.95 43.1 23 22 - -- -- 9.21 11.74 5.0 46.5 483.83 480.20 240.15 0.0151 42 0,010 161.2 16.8 14.3 Future Development Flow 499.08 15.25 23 22.1 22 1.85 0.85 1.57 1.57 7.0 6.1 9.5 482.83 482.11 28.1 0.0256 18 0.010 21.9 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 37.4 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 1 48 1 0.010 155.8 12.4 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 85.1 477.36 474.27 151.07 0.0205 48 0.010 267.8 21.3 7.1 488.28 10.92 42 41 40 7.65 0.85 6.50 23.59 12.2 5.0 117.0 474.07 473.52 96.48 0.0057 48 0.010 141.4 11.2 8.6 1 486.84 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 0.010 220.4 17.5 13.7 483.14 9.82 40 38.2 38.3 0.13 0.85 0.11 0.11 5.0 6.7 0.7 472.36 472.01 29.2 0.0120 15 0.010 9.2 7.5 3.9 479.24 6.88 38.2 38.3 39 7.12 0.4 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 1 479.23 7.43 38.3 39 39.1 0.21 0.61 0.13 26.89 12.6 4.9 131.7 469.79 469.19 32.79 0,0183 48 0.010 253.3 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 17.2 15.3 479.42 10.41 39.1 38 37 1 0.00 0.85 0.00 27.02 12.9 4.9 131.2 465.31 463.55 115.53 00152T 48 0.010 231.1 18.4 6.3 475.76 10.45 38 37 44 0.00 0.85 0.00 27.02 12.9 4.9 131.2 463.37 460.97 164.40 0.0146 48 0.010 226.2 1 18.0 9.1 473.32 9.95 37 44 45 0.00 0.85 0.00 27.02 13.0 4.8 130.7 460.78 458.91 175.82 0.0106 48 0.010 193.1 15.4 11.4 To Interim North SWM 1 470.71 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 COUNT`( COMMENTS JD8 07/08/20 ,rN'►"'•i+►fto �, DESIGNED BY. PROJECT. SET REV. NO. Tx op �Oo WJD8 STONEFIELD BLOCK D-1 + Q ENGIN EERs FINAL SITE PLAN 4 SuxvEYORs DFMwN JOB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS DIHR BY: TITLE:_ , 2 � ic. No. o �;� AssOCIATES H>� STORM SEWER PROFILES & CALCULATIONS w o / r� w 1 SHEET NUMBER: ,� J 0 � pC7� a,� .� PO Box dl 19 968 Olympia Dr, Suite 1 'ire �s �1 Lynchburg, VA 24302 Chmicn-ile. VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: Sr0 Phone. 434.316.6080 Phone: 134.984,2700 CML H: AS SHOWN ) 2 0f 12 NAL www.wwassodates.net 219040.03 904003C_SWM-i.dwg D2/28/2� N0, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE+NNN V: NIA --12" REFLECTIVE ALUMINUM SIGN WITH WHITE BACKGROUND, GREEN LEGEND AND RESERVED PARKING BORDER, AND WHITE SYMBOL ON BLUE BACKGROUND (TYPICAL AT ALL HANDICAP SPACES) THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN ILL.z GALVANIZED "U" CHANNEL POST ous 20 0 w m o:3 m� 2 w o 0VDOT A3 GENERAL . ►� CONCRETE I TOPSOIL AND SEED `o OR CONCRETE SIDEWALK A ' a O i D p : p C4 • p ' p. A D 4" MIN. 1' HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH 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 HANDICAP PARKING SIGN N 0 INTERNATIONAL. ACCESSIBILITY SYMBOL 4• PAINTED LINES AT 4S AND 24" O.C. -8' MIN.— 5' MIN.--i GROUND LEVEL 142 141 153 154 155 156 157 158 159 160 161 162 163 140 152 175 164 139 151 176 165 138 150 177 166 137Z 178 1 212 179 168 199 211 180 169 198 210 181 170 197 209 182 171 196 208 183 172 195 207 184 173 174 193 192 191 190 189 188 187 186 185��� IST FLOOR % COURTYARD LEVEL 4TH FLOOR LEVEL 2ND FLOOR LEVEL NOTES: • VEHICLE RAMPS IN PARKING GARAGE SHALL NOT EXCEED A SLOPE OF 1:15 (6.67%). • REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. 6TH FLOOR LEVEL 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' son SCALE: 1/32" = 1'-0" 1 ADDRESSED COUNTY COMMENTS JDB 05/21 /20 DESIGNED BY: PROJECT. STONEFI ELD BLOCK D--1 SET REV. No. 2 ADDRESSED COUNTY COMMENTS JDB 07/08/20 FINAL SITE PLAN 4 IDWN BY ALBEMARLE COUNTY, MM/JDB 1!/RGINIA DRAWING NUMBER: TITLE: DIHR BY: PARKING GARAGE LAYOUT AP-1 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 219040.03 904003C_.AP-APH: AS SHOWN 02 f 28 f 20 1 Of 1 HNO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. NIA A I 'J (" — MITCHELL / MATTHEWS ARC'HI'TECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434.979-7560 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 606 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 11D Third Street N.E Charloti llle, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 18901 PHONE. (215) 230-8623 Phillips Graddick Engineering MEP ENGINEERS 500 Sunar Mill Road, Suite 105-A, Atlanta, GA 31)350 PHONE.(77D) 650-9061 p 1 TH O W. 1o. I4fIII 08/14/20 4 P-C A ARB/SITE PLAN SUBMISSION r v a) 13 70 mi m � W N O z The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includingg the Drawings and Specifications, and will retain al common law, statutory and other reservedrights, including copyri?g, ts. Submittal or distribution to meet official regula[ory revirernents or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS OVERALL LANDSCAPE PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS I MARK I DATE I DESCRIPTION I 1 107l08l20P0 I ARBlSITE PLAN REVISIONS J 2 08l14f2020 ARB/SITE 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' 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 ILEXGLABRA'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 . V dv rf N s II (2) CHI VIR (45) VIN MAJ (40) ILE WIN (16) CHA LAT (16) ILE INK f r� 1/f SS iC v' f � E t. i EXISTING VARIABLE WIDTH POWER EASEMENT �2 (49) RUD HIR (2) MAG SWE (17) ECH PUR (16) PEN HAM (5) COR SIB V i (3) HYD ANA (28) ILE INK (1) MAG SWE (10) PER ATR (2) THU SMA L MATCHLIE L3,1 f I -Mr MIT 1�14® l v '3 MATCH LI? 4N$ E L3.4 r43111 L11 :r:3 _ - _ e 1- ` .a' u`�aI "� '^f 5:, ��f•A=tI _r.; f> j , . � l —I I I � A ' � • '"{- (` ; . 1 ` i ti3 r.xI�. tr. ;.': � t �.1I*vt nt<� < 5 em•s�.�,r`. v ?i>�✓ r. y t .1sw :' t 1 •::l + s kW � ryrr I ,,W�� r 3 • .! _ry.r . . . .„ a ' <�.•� �w'7 —y � ; e , ., „e .y y �fiJ '� 1�" -�' - r �r ^ - ^ f.: ._a r .. _ .I..y r, . . . _, y . r � .. , �.yW . . . r— r , , � i W .. y � I _ . r, w _ - ' .+{r r , �_.aaa . —'� �•- 1(�rte ,; - . J �- '.rrv �-_� yra•. _ ,-r � '^ara .._+r. - -�y`_ . jat �\ .aar rr •...ra-rw 5a.,_.- =�,-_. •"-r _"-� t.�a,w __i .� r r ��• ' -_ -,r ~ �ra, !_ a•'�y'.._� ./,'y +r.l.- . , , . � r�r_u . �r _� ` yr•,;,p+_;/,�� ar„��f Y �Ya� _-,�. y rrs� � . r r � r,.�, ��\�• _ -.,a -/v,r ry- r,e,�,r�.• �..-,raa �•y v ' , .�;.,rrfi- .•e .r�x \� ,/,�rr-. a- s�i.�/rr W- � —LL Wra,, -r,�,a° rj\�\Yrrry _'r,.'^'�� `• �1� • ` c.r` 'raa,,� �'ra , v,♦� .rr-�T,yrar'ra4da �<rr•. ✓ LL"-�yeya,rr � y:`�rrr�_d•�jF ��!(r,a j ¢lI`}'j �I •jr_,, ,aau _� •y -rr �-.rrII'I III�IIIII rr,Y arar rr,aa r v.ar•�-!�aLL'irr~",i-a,,r'rra,. ar.,v-�.`.r���ar^,.rar_,.y ��... �r aPrr-'1 a�i-sr,,rra. _ r a r♦1�rN,ry�rr WIIr. �IIII � , urr- r- ��-/—„urarr,arr "-•.'.,a�,a`_"".4.rarr�r+"r_ '._ va+ _.•.._uv,rrs_Ii I I�(I. .. ' yarrr..vraa _ rvrr 1d,Wr, yu 1i _ . -- � `1 r _ —.•. .. IIIIIII t.. _ mim �- z PUBLIC EASEMENT ---- EXISTING 15'CENTRAL TELEPHONE COMPANY EASEMENT � am.0 0 w ift fir"W `V �L 1 y 1 ACE ARM ;SOD` NO TREE PROTECTION 7 FENCING - TYP. EXISTING TREE - TYP. iR (74) VIN MAJ -(32) ITE SPI ,arrrr , a„ W. r a +ar r. (42) RUD HIR (9) FOT GAR (3) QUE PHE a a.r r r r v + +. + rry rra,v,+e,rr SOD 4� . r. 1l- ,._. _ i_ ® i W s y > , F r y wr / f r r , r a yr r a ra r f / y j yr j a / � r / 7 }a ,- � € € ' A " y � � ' • u v � / I - y iA • n c � 3 � . l•dAN0 A r Py U7 /Z • ,I � W I Air, 01 W hl y -If 1i p � h l ti 1 � \ r� � /\/ � I l q y — - • - y I Ir F � A \ \ v \ v \ \ l \v A \ y t€ P R 0 P O S E D fi ✓ 'r . lG,lr ►r� r- • o rrfi.- • .. • IWIi; f frlrr� r" • • ® • 00 OOC (205) FES GLA (5) GIN PSG (48) ILE HOO (12) CLE HUM (3) ACE GRI (2) AME ARB LMJ (85) CAR ELA (51) ITE SPI B U I L D I N G x`ff 11 _I ® ® MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTfESVILLE, VA 22903 Tel:434.979-7550 Fax:434-9795220 Client O'Connor Management, LLC 535 Madison Avenue 3th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 606 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110Thrd Street N.E. Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 1891)1 PHONE. (215) 230-8623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite '105-A, Atlanta, GA 3D350 PHONE(77D)65D-9D61 �I TH OF O W, III o. 14 r, 08/14/20 1 PE A� ARB/SITE PLAN SUBMISSION 0 v C)) C j��J 4/ / n �r W 0 O >U) LLJ m � cv _Q N Uj um The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications and well retain alf common law, statutory and other reserved rights, including oopynggnts. Submittal or distribution to meet official regula[ory requirements or for other purposes in connection with this Pro ect is not to be construed as publication in deroya�ion of the Architect's or Architect's consultantsreserved 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 07r08120201 ARBISITE PLAN REVISIONS 2 08/14/20201 ARBISITE PLAN REVISIONS C�- MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434.979-7650 Fax: 434.979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 229D3 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 11D Third Street N.E. Charlottesville, VA 229D2 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 18901 PHONE. (215) 230-8623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 105-A, Atlanta, GA 30350 PH ONE (77D) 650-9D61 � �1%LTH GF I� r� C,f r W. IN 176. 14 ',7 08/14/20 V w C PE AIt ARB/SITE PLAN SUBMISSION 0 J o m U) a� W_ N 0 L.LN (10 LLJ U Cn The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications, and will retain al f common law, statutory and other reserved rights, including copyrights. Submittal or distribution to meet official regulatory rej rnents.or for other purposes in connection. with t is Pro ect is not to be construed as publication in derogation of the Architect's or Architect's 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 07i08l4020 I ARB/SiTE PLAN REVISIaIS 2 08/14/2020 1 ARBISITE PLAN REVISIONS ' ((bAlZ') MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434.979-7650 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 Charlottesvdle, VA 22903 PHONE {434) 295-5524 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGI NEER 11D Third Street N.E. Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 16901 PHONE. (215) 230-6523 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 1 D5-A, Atlanta, GA 30351) PHONE:(770) 650-9061 P,LTH OF W. III 1 o. 14 08/14/20 C� w Z ;IPE ARB/SITE PLAN SUBMISSION Ir" L) 0 CQ 4-4 > U) J o U) m _U) v W N 0 .� O L- L W U z The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includingg the Drawings and Specifications, and will retain al common law, statutory and other reserved rights, including copyriv,Vts. Submittal or distribution to meet official regulatory requr ments.or for other purposes in connection with t�ts Pro ect is not to be construed as publication in deroyalion of the Architect's or Architect's 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 I DESCRIPTION 1 07N8l2020 ARDiSITE PLAN REVISIONS 2 08714I2020 ARB/SITE PLAN REVISIONS 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 6(h Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 606 Preston Avenue, Suite 200 Charlottesville, VA 229D3 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 11 D Third Street N. E. Charlottesville, VA 229D2 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 16901 PHONE. (215) 230-3623 Phillips Graddick Engineering MEP ENGINEERS 5DD Sugar Mill Road, Suite 105-A, Atlanta, GA 30350 PHONE.(770) 650-9D61 �ALTH Ol W, III o. 1� 08/14/20 W s� PE AKA ARB/SITE PLAN SUBMISSION r° 0 ICU —, C)) 0 .J �, U) m U' Ln -Ill _� W N 0 v a L- Cu W � z 0 C/) The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includingg the Drawings and Specifications, and will retain alf common law, statutory and other reserved rights, including copyrigghts Submittal or distribution to meet official regula[cry rewiremenill for other purposes in connection with this Pro ect is not to be construed as publication in derogation of the Architect's or Architect's 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 i MARK i DATE (DESCRIPTION 1 07/08/120 ARB/SITE PLAN REVISIONS 9 E 6 �a 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 - TYR #4 REBAR @12" O/C EA WAY - 3" CLR. 6" THK. CONCRETE STEPS - 3000 PSI @ 28 DAYS CONCRETE STAIRS 111 = 1'-011 METAL HANDRAIL 1' 7/8" II ; I.la . La a 4 V-0" TYP. 4 e b° SLOPE 1/4 a im a , ° 0 LJ J1\L_ VI\ILL Cx 1JL_ I V V/I I I V. \IL-1VILLIV I - HANDRAIL AND GUARDRAIL TO BE STEEL SLOPE CAP TO DRAIN - TYP. COLOR: BLACK RAILING ELEVATION n 111 = 1'-011 INSTALL SHRUBS SO THAT TP— TOP OF THE ROOTBALL IS P THE SAME GRADE A ORIGINALLY GROWN OR 1-! ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP% OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL, INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDED OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL i 3 X ROOTBALL �1 DIAMETER f�'� DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1 " COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOM INATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A 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 IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP% OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT CHEEK WALL BEYOND 1/2" CAULKED EXP. JT. 4" CONC. SLAB 8" DIA. CONC. FOOTING - 3000 PSI @ 28 DAYS - TYP. COMPACTED SUBGRADE - 95% S. P. D. 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT IV 3 2x2 HARDWOO 2-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR( AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE 01\ PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAf 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;/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 0 ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. DocuSign Envelope ID: 655B0705-633D-4510-9481-CC777B6FCEDA County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The follorvin�t items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; x❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markinj4s: ® 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: 0 Tree preservation and protection measures shall be reviewed with the contractor on site, 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. 'Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective F'encim4: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. M Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. free Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Turuteling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaeed Trees: ® Damaged trees shall be treated inunediately 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. DocuSigne+i by: � tT 4/30/2020 1 6 :14 PM EDT �E�6��E��o9d5E... OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST V I!-IYI L I LI 1 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 CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP% OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GRI 6 ACER GRISEUM PAPERBARK MAPLE 2.5" CAL. B&B ACE ARM 5 ACER RUBRUM 'ARMSTRONG' ARMSTRONG RED MAPLE 2.5" CAL. B&B G 1 G K O A N I O S T 2. C 1-111-11— QUE PHE 8 QUERCUS PHELLOS WILLOW OAK 3.5" CAL. E&B ULM ALL 7 ULMUS PARVIFOLIA 'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT THU SMA 10 THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE 8' HT. B&B FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME ARB 4 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 8' HT. B&B CHI VIR 6 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 8' HT. B&B COR FLO 6 CORNUS FLORIDA EASTERN DOGWOOD 8' HT. B&B MAG SWE 3 MAGNOLIA VIRGINIANA SWEET BAY 8' HT. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING BUX GRN 75 BUXUS X 'GREEN VELVET' GREEN VELVET BOXWOOD 24" HT./SPRD. CONTAINER 36" o.C. CHA LAT 16 CHASMANTHIUM LATIFOLIUM WOOD OATS 24" HT./SPRD. CONTAINER 36" o.c. CLE HUM 25 CLETHRA ALNIFOLIA HUMMINGBIRD' HUMMINGBIRD SUMMERSWEET 24" HT./SPRD. CONTAINER 48 o.c. COR SIB 31 CORNUS ALBA 'SIBIRICA' REDBARK DOGWOOD 24" HT./SPRD. CONTAINER 36" o.c. FOT GAR 16 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. CONTAINER 48" o.c. HYD ANA 6 HYDRANGEA MACROPHYLLA 'ANNABELLE' LARGELEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48 O.C. HYD QUE 16 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE HOO 121 ILEX CRENATA 'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 30" o.c. ILE INK 36 ILEXGLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER 36" o.c. ILE WIN 58 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. MYR BOB 22 MYRICA PENSYLVANICA 'BOBZAM' BOBEE NORTHERN BAYBERRY 24" HT./SPRD. CONTAINER 36" o.c. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR ELA 172 CAREX ELATA'BOWLES GOLDEN' BOWLES GOLDEN SEDGE 1 GAL. CONTAINER 18" o.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" o.c. PEN HAM 42 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 1 GAL. CONTAINER 30" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR SED 370 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 12" o.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 TERM INALIS JAPANESE SPURGE 1 GAL. 18" o.c. PER ATR 139 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 1 GAL. 18" o.c. RUD HIR 137 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. 18" O.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+36) = 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) BOND ST 259 LF 1 LG. DEC. TREE/40' (259=40) = 6.5 7 LARGE TREES 3 LARGE DEC. 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. —f— PLAN VIEW: GENERAL NOTES EDGE OF BUILDING, PRE -CONSTRUCTION WALK OR STRUCTURE VOIDS • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE MULCH LINE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. PLANT UNDER DRIP LINE OF NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. LIMBED UP SHRUBS & TREES • 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 TRIANGULAR INFILL SPACING REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY PLANT PERIMETER STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT AT INDICATED SPACING 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/I NSTALLAT ION 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 • 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: 434-979-7650 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 508 Preston Avenue, Suite 2DD Charlottesville, VA 229D3 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGI NEER 110 Third Street N.E Charlottesville, VA 229D2 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Showell Avenue Doylestown, PA 13901 PHONE. (215) 230-6623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 105-A, Atlanta, GA 3D350 PHONE.(770) 650-9D61 �PLTH 0 W, I 'iffp 08/14/20 C) s�rZPE A� ARB/SITE PLAN SUBMISSION 0 0) O � U � O O U) m U) (1) W N O L N UJ um The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications, and will retain alcommonlaw, statutory and other reserved rights, including copyriyfits. Submittal or distribution to meet official regulagcry revirements.or for other purposes in connection with this Project is not to be construed as publication in derogation of theArchitect's or Architect's consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners - DO NOT SCALE DRAWINGS LANDSCAPE NOTES AND DETAILS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK I DATE 1 DESCRIPTION 1 07108/2020 ARB/SITE PLAN REVISIONS 2 08/14/2020 1 ARB/SITE PLAN REVISIONS MITCHELL / MATTHEWS ARGTIITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979-7550 Fax: 434-979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE ((434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 11D Third Street N.E Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 189D1 PHONE. (215) 230-5623 Phillips Graddick Engineering MEP ENGINEERS 50D Sugar Mill Road, Suite 105-A, Atlanta, GA 30350 PHONE:(770) 650-9061 OF I� G� W. III 08/14/20 U LPL AR ARB/SITE PLAN SUBMISSION r 0 J a) 83) v U) o > m �' Mill_(1) LLJ N 0 .® O L- LLJ C) z 0 IMM Cn The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includin the Drawings and Specifications, and will retain al f common law, ry statutoand other reserved rights, including copyl Is. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project 1s not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS PHOTOMETRIC PLAN PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 07/08/2020 ARBJSITE PLAN REVISIaIS 2 08f142020 ARB;SITE PLAN REVISIONS Catalog RADB LED P3 30K SYM MVOLT BTT Number BCD DDBXD (Votes Typeee =YPE- .. introduction The Radean LED Bollard is an award -winning, energy -saving, long -life solution designed to perform the way a bollard should. The Radean LED Bollard's rugged construction, durable finish and long-lasting LEDs will provide years of maintenance -free service. TS and BCC BTT and BCC STS and BCF Orr and BCF �rergnu (105.41cm) Weight 20lbs - - L (max): (9.07K9) I I I i I I I I (I7.78cm) I I ' M', s .1. �� m ; a <-' EXAMPLE: RADB LED P4 30K SYM MVOLT BTS BCCDNATXD DBLXD ` - - »rm,F �:�»,za�aat,3y�jK�m'%5��x•�3�',bS.'r''°3i�t,3T''F r'a�3sx ,�h, RADBLED ftADB LED P1 P2 P3 P4 27K 2700 K 3DK 3000 K 35K 3500 K 40K 4000 K 50K 5000 K ASY As mmetric' SYM Symmetric' 120 2081 2401 277 347 480 Shipped installed PE Photoelectric cell, button type 15 DMG 0-lovdimming driver (no conhols) E7WH Emergency battery backup,Certified in CATitle 20 1AAEDBSI E' FAO field ad)ustable output PIR Motion sensor Bi-level''s'°' Dee Crown Flat Crown BCC Deep crown, painted to match shaft' BCF Flat crown, painted to match shaft' BCCDWHXD Deep crown, white BUDBLBXD Flat crown, black textured 1 BCCDBLXD Deep crown, black BCFDBLXD Flat crown, black' BCCDBLBXD Deep crown, black textured BCFDDBTXD Flat crown, dark bronze textured BCCDDBTXD Deepciown,darkbronzetexturede BCFDDBXD Flatcrown,darkbronzes BCCDDBXD Deep crown, dark bronze a BCTDNATXD Flat crown, natural aluminum textured' BCCDNATXD Deep crown, natural aluminum textured a BCFDNAXD Flat crown, natural aluminum s BCCDNAXD Deep crown, naturalaluminurns BCFDWHGXD Flat crown,whitetextureda BCCDWHGXD Deeperown,whitetexturedg BCFDWHXD Flat clown, white I Slim Top TaIITop BTS Slim t0f, painted to match BTT Tall top painted to match shafts, shaft BTSU4VHXD Slim tap, white"' BTTDBLBXD Tali top, blacktextured a BTSDBBBXD Slim top, black texture 11 BTTDBUSD Tall top, black' BTSDBLXD Slim top, black i1 BTTDDBTXD all top, dark bronze BTSDDBTXD Slim top, dark bronze textured" textured s,s BTTDDBXD Tall top, dark bronze s BTSDDBXD Slim top, dark bronze'' BTTDNATXD Tall top, natural aluminum BTSDNATXD Slim top, natural aluminum textured' textured xg BTTDNAXD Tall top, natural aluminum BTTDNAXD Slim tap, natural aluminum t' BTTDWHGXD Tall top, white Textured' BTSDWHGXD Slim topvAlte textured' BTTDWHXD all top, white' H241-1 24' overall height 1130"' 30' overall height H361-9 Woverall height UAB Without anchor bolts HoDark bronze Ho DBLXD Black DNAXD Natural alurninurn DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white - ACC@SSOrt@S - NOTES 6 E7WH and PIR only available in full height. Not 1 P5 only available in SYM distribution. available with H24, H30 or H36. 7 PIR not available with E7WH. 2 ASY has only two illuminated quadrants driven RADBAB U Anchor bolts (4) RKiRABB BCKIf (FINISH) U Base cover with bolt caps at higher drive currents to generate similar 8 Architectural and custom colors available output as the SYM-4-quadrant product. (additional leadtimes and cost may apply). RADBAB(DDBXD U Replacementancharbull covers RKIAADB EMTESTh1AGU Emergency test stylus 3 PIR not available with 208V or 240V. 9 42' Height is standard. H24, H30 and H36'nave (spedflifinish) (4) 4 PE only available with ASY. longer leadtimes. 5 PE, PIR and FAO not available with BTS. - L:. I COMMERCIAL OUTDOOR One Lithonia Way - Conyers, Georgia 30012 - Phone: 1-800-705-SERV (7378) rws',. L u,r acon . + 0 2012-2019 Acuity Brands Lighting, Inc. All rights reserved. SITE LIGHTING CUT SHEET - TYPE B PIROPTION AVAILABLE WITH PE OPTION PIR MOTION \SENSOR ,1 1 Only available with BTT tops FAOOP�TIrN AVAILABLEVirrH PE CPiION FAo DEv cE nEtD ADJUSTABLE OUTPUT 1 Only available Willi BTT tops 13Y,7:1 EMERGENCYINDiCATOR LIGHT .� \ EMERGENCY.. VACNEnc mNCN Only available with ASY PHOIaELECIRICCE_ BUTTON TYPE Only available with ASY Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user environment and application. Actual wattage may differ by +/- 8%when operating between 120-480V +l• 10%. Performance Data DNAXD Finish*�_� taY s� r Ids:. ` n +,f s• t<?>° �� �e1;�. 3- 'Y< `;'9.. ! � Y , U1t?` , r!, >v1 3 • '�¢ . 1 r ' 73 I 382 0 1 0 73 P1 5 { 345 0 1 D 6G 362 0 1 0 69 310 0 1 0 71 380 0 1 0 I P2 8 644 0 1 0 81 6T7 0 1 0 I', 85 692 10 1 1 0 87 711 tl 1 0 89 713 0 1 0 89 "Symmetric P3 13 1036 1 1 0 77 1088 1 1 0 81 1112 1 1 0 83 1142 i 1 0 85 1146 1 1 0 85 41 i hten fines" 9 9 i P4 1 9 1 460 1 1 D 7 9 1 4 53 1 1 0 ' 83 1 ssB 1 1 0 84 1 1 6 0 1 1 0 37 11 6b 1 1 0 87 i PS 32 2314 1 1 0 72 2430 1 0 75 2484 1 1 U 77 2551 1 1 0 79 2561 1 1 0 79 P7 5 312 0 1 0 60 328 0 1 0 1 63 335 0 1 0 64 344 0 1 D 66 346 D 1 0 66 'Asymmetric P2 8 584 0 1 0 73 613 0 1 0 77 627 0 10 78 444 0 1 0 81 b46 0 1 0 81 (2light engines)" P3 13 938 0 1 0 70 985 0 1 O lI�751040210 0 1 1 0 75 1035 0 1 0 77 7038 0 1 0 77 P4 19 1323 0 1 0 71 1390 0 1 0 1 0 1 0 76 1459 0 1 0 78 1464 0 1 0 74 *Note: Lumen output varies based on finish. Silver color shown, for black (worst) or white (best) photometry, see specitic photometric lies aawnloaadute putt t r.,v.v Projected LED Lumen Maintenance Lumen Ambient Temperature (W Multipliers Use these factors to determine relative lumen output for average temperatures Data references the extrapolated performance projections for the platforms noted in a 251C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and from 0-40'C (32 104 F). projected per IESNA TM-21-11). !`Pr ''x°t`,`��t'-. fe. I - xu sNTo calculate LLF, use the lumen maintenance factor tnat corresponds to the desired number 32°F L03 of nnera ino hours below. For other lumen maintenance values, contact factory. e11C , ni 25,000 50,000 75,000 100,000 In O'N 0.89 0.85 0.80 P2 0.94 0.89 0.86 0.80 P3 0.94 0.89 0.85 0.80 P4 0.94 0.89 0.85 0.80 P5 1 0.94 0.89 1 0.85 0.80 - _ I I - - J'::".."u":f,`%`sw.t>`5'`i�sasa','.f�ffi�"��'r . l,�'¢, l� } 5 ,. .�f�'��r .1,i��1�' 6 >i {,:s 1 ��M 0.0445 I•. i 0.0299 � ii .K 0.0276 1 'i�.r}}''ti�! .�:.a, _ 0.0262 _. .>i� 10+ Z:.... ^<���1[ : 10 0.0443 .0 0.0319 Pt ASY P2 ASY 9 10 0.0751 0.0471 I O.D429 0,0399 14 14 O.OSOS 0.0364 P3 ASY 14 15 0.1147 1 0.0699 0.0627 0.0571 18 18 1 0,0611 1 0.0441 P4 ASY 19 119 0.1586 0.0928 0.0819 0.0735 - - 23_ _ _._ 23 _0.0709 - 0.6513 P1 SYM 5 6 09444 D9301 0.0279 0.0265 9 9 0.0441 0.0319 P2 SYM 9 10 0.0734 0.04b1 0.D421 0.0391 13 13 0.0502 0.0363 P3 SYM 13 14 0.112 0.067 0.0598 0.0544 18 18 0.0602 0.0435 P4SYM 18 19 0.1535 0.0902 I 0.0796 0.0713 22 22 0.0691 0.0499 PS SYM 31 31 0.2597 0.1527 1 0.1326 0.1149 35 36 0.1079 0.079 COMMERCIAL OUTDOOR One Lithonia Way - Conyers, Georgia 30012 - Phone: 1-800-705-SERV (7378) r,w',v. t cn'a.ccrr O 2012-2019 Acuity Brands Lighting, Inc. All rights reserved. OC950SERIES 11 VL U I N I St OCULUS - LED I TYPE - C 8" EXTERIOR RECESSED DOVVNLIGHT TYPE: ANTITY: PROJECT:CATALOG NUMBER: FIXTURE SUFFIX REFLECTOR VOLTAGE FINISH OPTION OPTION OPTION Oculus light module is designed with r a tilting mechanism allowing forward r and back light adjustability. The ±309 I allowsthe light module directional g . 3 fired beam to be aimeddesired ' , r direction, without disturbing the lurninaire mounting. Standard fully adjustable 360' rotation. -- - ---- 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. .4.5-6 5- Clear tempered glass lens. 6- Faceted specular aluminum reflector. 7- Light module. Optional regressed light modu le. dule. 9 8- Trim secured by two wire springs I inserted in slots in the mounting flange. 9- Cast aluminum trim available in mutliple colors. I hardware. All stainless stee OC950 OC950-RG Shown with regressed optic'? (RG) MATERIALS MOUNTING Oculus is made of corrosion resistant 356 aluminum alloy with a copper (CU) Max weight: 17.4 Ibs (Z9 kg) content of less than 0.1%. Remodeling type fixture designed to fit in a 0 9.5" (241mm) opening on a The main housing is made of seamless extruded aluminum, with an ceiling 0.5" (13mm) to 1.5" (38mm) thick. integrally sealed LED light module designed for optimal heat dissipation, 3 locking tabs secure frame in the ceiling and trim snaps in place. Lacking tabs and lighting performance. can be retracted to remove the frame for maintenance. Requires 8" (203mm) Oculus is standard with a unique proprietary design allowing the sealed clearance in ceiling. LED module to tilt within the housing. NOTE: Fixture is non -IC rated. For IC, please consult factory. Oculus OC950 series is standard with 282 optic. See options section for alternate selection. CERTIFICATION Tested to UL1598 and CSA 22.2 #250. ETL listed wet location. ELECTRICAL Rated IP66 From below and above. DRIVER Standard driver is 0-10V dimming -ready (dims to 10%) with: 120-277 multi -volt compatibility (50-6OHz), operating �- --- 22" ? temperature range of -40" C/-40°F to 552C/1312F, output over (554mm) it voltage protection, output over current protection and output y (42 2.9mm) short circuit protection with auto -recovery. LED Standard 4000K /80CRI. Optional 270OK, 3000K & 3500K. !vote: Optional Amber LED for turtle sensitive areas. 6.83' Requires Wavelengths: 584.5nm to 597nm. (173.6rnm) cl ararce(203min clearance in I ceiling LIFE 60 000hrs L e B50 (based anIESNA Tt4 21 Test Method and LM-80 data). Up to 135,000hrs L�,B,e (calculated projection from LM 80 data). 05" (12.7mm1 FINISH Five -stage preparation process including preheating of cast aluminum parts for ------ --- -- ` t•E air extraction, and an environmentally friendly alloy sealant. Polyester powder 0101, coating is applied through an electrostatic process and oven cured for long (262.5mm) ;' 4s8y term finish, 0 7 7" s', ? .":; (119rnm) g95.smm) ~.;fy >t OC91. 50 L1 L40 Ills 120V XX K3 LUMINAIRE SELECTION e✓i 950 SERIES OCULUS - LED 0 MODEL# Q LED LIGHT SELECTION O REFLECTORS ovourAGE I 7 i71M SUFFEX INPUT WATTS DELIVERED LUMENS CRi CCTsK - _.._ L1L20 2dfrV 2157 80 4000 I ❑ R15 Marrow optics 12 V C 120V C 40W 4092 80 4000 (not available °n LIL60) [ All E, L1LGO 61W 5678' 80 4000 R30 Flood optics 28' (standard) Optional AMBER LED IDA - Dark Sky Approved ] R40 Flood optics 38' 347V ❑ L1L4K2A IIW 440 AMBER R55 'Hide flood optics 55' . I LIGHT MODULE OC95O j VERY NARROW DISTRIBUTION G L1L25NR 44W 2565 80 4000 -1 R9 Very narrow optics 9' Field angle 21° (56,363 candela) i I i i I OPTIONS (Refer to page 3 for details) IM_& LIGHT MODULE IWR (select,ope) aNDARD COLORS WHT Snow white BKT Jet black BZT Bronze MST Matte silver GIRT Titanium gray DGT Gun metal CHT Champagne SGT Steel gray BGT English cream 11ONAL COLORS CS Custom Color RAL RAL# color iTATORIUM SUITED }LORS NWHT White NBKT Black LIGHT & OPTICS ELECTRICAL I b n conversion factor Alternate C CT -K LED LCF: Lime ) O FS Fus- e D K27 2700K CCT 60 CRI (LCF: 0.91) 5 IDA - Dark Sky Approved ❑DMX/RDM 0MXlRDf4 control dim to dark (0%).' G K3 3000K CCT 80 CRI (LCF: 0.94) IDA - Dark sky Approved [13 RD Remote driver. Consult factory. 1 K35 3500K CCT 80 CRI (LCF: 0.983)5 NOTE: Other CCT & higher CRI available, please consult factory. ACCESSORIES p CPS Concrete pour box J RG Regressed light module (light module color is BKT when RG is ❑ HL HexceH louver selected, trim Color must still be chosen, not limited to BKT) £ I factorFl O ighins LSL (Asymmet eloss L nSt.leariens spread I d)istributiort is achieved when light module is tilted) EMERGENCY LJ COL Trim glass for water ingress protection in ceiling C RPML2-50 PN remote emergency battery backup for LED, 90 min. Remote mount 50ft - 12" (305mm) square enclosure with access cover. ,r J NOTES 1- 4818 delivered lumens with GL option. 5466 delivered lumens with DMX/RDM option. 2- Cylindrical housing extended by T' (25.4mm) for increased cut-off 3- The rerTtote 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). 5- K27 and K35 options not available with the R9 optics. C. LUMINISG LUMINIS.COM LUMINIS 1 Toll free: 866.586.4647 Fax: 514683.8872 Email: info@luminis.com LUMINIS.COM LUMINIS I Toil free: 866,586.4-547 Fax: 514.683.8872 Email: info@lurninis.com 260 Labrosse, Pointe -Claire (QC) Canada H9R 5L5 260 Labrosse, Pointe -Claire (QC) Canada H9R 51-5 Luminaires may be altered for design improvement or discontinued without pro' notice. 2 altered for' desi n improvement or discontinued without prior notice. Luminaires may be Olt g p SiTE LIGHTING CUT SHEET - TYPE C lumenfacade nano Specification Sheet lumenfacade nano Specification Sheet LOGN lumenfacade nano Specification Sheet LOCiN LOGIN W Hff E AND STATIC COLORS `NHIIE AND STATIC COLORS WHfrE AND STATIC COLORS 9 . Finish 10 . Control (1) Project Name Qiy • . + TYPE - D 6 7 8 BK Black SandtexUR NO On/Off control Type Caialog / Part Number 2 3 1 4 5 BRZ Bronze Sandtex8 UCTL Universal aoniral (compatible with 0-1 OV, DAL M systems) _ _ _ - SI e 2. 1!,-, - - r Smooth white 11) A L w-Voltage Control Box (LCBX) or LLoo VoR�ge Splitter Box (LSBX) and LurnenlD (LID) must - Silver S dt xC� - 9 10 11 12 WH ' o 4 T - _ _ 'nit be specified. CC cCustoloom ico'o3)and finish (please specify RAL 94 IE 4 ) 11 Options - - 111 Lumenpulse offers a wide zeiectian of RAL CLASSIC (K7) colors vrith a smooch texture and CRC Corrosion-reSlStant (Dating for hostile - - _ - - high -gloss tiri sh Please consult factory for a I'Ist of avollable K7 colors, other RAL textures and environments t 1) glosses, or to match alternate color charrs. Final color matching results may vary. Top VI2w o II) Use only when exposed to sait spray and harsh c'nemicols. This option is not required far _ LOGN 2W 48V 12 30K 10X30 CI UMPN BRZ p 12) Charges apply for RAL colors. Consult factory for details. w normaloutcoor exposure. u = tit 1 Housing 2 ft t 1) 3) Longer lead times can be expected for custarn RAL color finishes. _ 2 Wattage ex o _ LOGN Lumentac ideTm Nano 2w W/ 12. Certification s` 41,rr €t#Tc 31` jA _ - - - 3'4 4W 4 / t compliant _ - -p W f UL UL mpl' t Not ayailoble for stalic red, green or blue color oplions. CE GE compliant :.uu(rpa€JrJi (Cat -- 4 Length 3 . Voltage FrCrL OFic1 side views 48V 48 VDC 12 12 3/4 in (1.4 lips) Photometric Summary Description __ 24 24 3/4 in (2.9 Ibs) - Th L m nfacade Nano White and Stafic Colors is a high- 36 36 3/4 in (4.4 Ibs) 4f►, #t '�� I?el:usr-C�?dI r --lrtiensl#y . 'i� A14K QuipO1 Imf {p�k. r { `4 12 I) i j U$ict Ci° t 1 45 -- t35 3 26 _ 9• } Zfi-: i 1C} Jr3C� l Q° T,Q 71 �f 867 i Fi 10¢ 9W i 42 2 551 71 5t1f198 � -: 3y1/3�°0xtb?.-__., _ 1,7713Z 2i 81 _ NY;t'r-��!� _ lef 24' jJ _ tt'r41VJ_Ih d0°k1 Ct" 1 426 S,bs1J LI1 �t/Q { rigo- f i 6j4■4� � a� OAtS , ' e u e linear LED luminaire that goes where no facade ~ 1 48 48 3/4 In (6 Ibs) efficiency lighting has gone before. Available in 12 in, 24 in, 36 in or 48 in 5 Color and Color Temperature (1) b Optics sections, the Lumenfacade Nano is the right fit for general urban structures, historical buildings and those hardest to reach 2200K 8x8 8° x 8' places. The Lumenfacade Nano packs all the bells and whistles 22K 10x10 10° x 10° of the larger members of the Lumenfacade family and can be 27K 2 700K 3000K 1Ox30 10° x 30° configured with a wide number of options, including: optics for 30K grazing, floodlighting or wall washing; a choice of outputs; 35K 3500K 10x60 10° x 60° various color temperatures or static_ colors; various mounting 40K 4000K 1 Ox90 10, x 90° options, finishes, accessories and controls. The Lumenfacade Red (2) 30x10 30° x 10° Nano is also available with a unique asymmetric distribution, RD Green (2) 30x30 30° x 30° providing exceptional uniformity and brightness for walls and GR BL Blue (2) 30x6O 30° x 60° signage. 30x9O 30' x 90° I Consult factory for availability of static Royal Blue, 6500K and 90 CRI. 60x1I0 60' x 10° Features (2) Stotic colors mode to order 8-10 weeks. 6Ox6O 60' x 60° Color and Color Temperature 2200K, 2700K, 3000K, 3500K, 400OK, Red, Green, Blue - _ _.... _..... _ _ _ _...- _ 6Ox90 60' x 90° -- ° ° ° 90° 30° 101 301x ° oil fEu:tr,:ferl s� lnec r I n ccy ut�usr3 r r+licrnwe' Optics 8° x 8 , 10 x 10 , 10 x 30 , 10 x 60 , 0 x x 90x90 90 x 90 tK1Ft11f fig fA, 4 T)t '_ 30°, 30' x 60°, 301 x 901, 601 x 101, 60' x 60°, 601 x 90°, 90' x 90°, Wide 120° Wide 1200, Asymmetric Waliwas'n Optics _ _ _ _ _ _ _ _ - _ _ ___ _ -_ _ -_ ____ ____ WW Asymmetric Wallwash Options Corrosion -resistant coating for hostile environments 7 Lens p Ions Power Consumption 2 W/ft, 4 W/ft . 8 Mounting _._ _ -..._ _ ___ _ - _ _ -_ _ _ - - - -- -- - CL Clear lens f ll SAMN Slim Adjustable Mounting Nano i�x.3 Ir�zxl�i' 1^unx.3Ct` tsar Ir)'x�" a�7lq" Warranty 5-Year limited warranty k FR Frosted lens (2} UMPN Fixed Mounting Nano Performance HFR Half -frosted lens {3) UMASN Universal Adjustable Mounting Nano r! r s>> WAMN2 Adjustable Wall Mounting Nano 2 in .xr,ft Tao :} ,a 4R 3 °_ ,a.. .: Dellvered Output 884 Im (2 W/ft, 48 in fixture, 4000K, 300 x 300, UCTL}, 1,767 Im n I Not ovailoble far 8x8, 10AG, W or caw optics. 3 (4 W/ft, 48 in fixture, 4000K, 30° x 30 UCTL) of ci ruuulble for caw p c . WAMN72 table Extended Arm mounting ono Nano 6 In �f _ _.- _ - - - _ _ .._ _...._ 2j N a ti ` WAMNb AdjustableExtended A M fng s -_ ---- _ --- - _ _ - _ - _. _ n N ____ Adjustable Delivered Irdensity 20,676 cd at nadir (2 W/ft, 48 in fixture, 4000K, 81 x 8°, UCTL), 131 Available for Bxa. MAO or WN opfics only. 12 in 41,352 cd at nadir (4 W/ft, 48 in fixture, 4000K, 8° x 81, UCTL) rrr _ ___ ___-_ WAMN78 Adjustable Extended Arm Mounting Nano vo Illuminance at Distance Minimum 1 fc at 144 If (2 W/ft, 48 in fixture, 4000K, 8° x 81, UCTL), 18 In Minimum 1 fc at 203 If (4 W/ft, 48 in fixture, 4000K, 81 x 81, UCTL) Ill one mounting txacket provided for 12 in fixtures. Two mounting brackets provided for 24 in, _.__. -.__._ ---- ____.- _- __.-.._ _.._.. ---- -..__.-. 36incnd48infixtures. Color Consistency 3 SDCM (2 SDCM for 8° x 81, 10° x 10°, 10° x 30°, 101 x 60°, 10° x 90°, 301 x 101, 60' x 101, W and WW optics) '�__+ � �I��°' 1220 Marie-Victorin Btvul Lon guP.uil, QC J4G 2H9CA T United Stores617.307.5700 1 Can oda 1.877.937.3003 1514.937.3W3 F 514.937.6289 �q�{ „ r�►p 1220 Morie-Victorin Blvd., Longueuf, OC J4G 2H9 CA T United states 617.307,5700 1 Conodo 1.877.937.3003 1514,93L3003 F 514.937.6289 lum{eln ■ .(Sect 1220 Marionpuc Tin Bm Longu w.LIE, QC JAG 2HcCA T United $totese.co /prod Canada 1.877.937.3UG3 1514.937.3003 F 514,937.6289 m '�nfo@lumenpuNe.com www.bmenpuise.com www.lumenpube.com/produch/1578 Iu� 1 e loins re 'nnfocMumen putse.com www.bmenpuhe.com www.kimenpube.com/produch/1578 j (, j i�ji 'nfoQlumenpuBe.com www.UmenpuLse.com www.umenpufie.com/proshall b1578 13 / 14 Lumenpulse Group !nc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 14 / 14 Lumenpulse Group !nc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 14 Lumenpulse Group !nc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2019.12.02 copyright tU' 2019 Lumenpulse Group Inc. 2019.12.02 copyright (02019 Lurenpulse Group Inc. SA - R6 2019.12.02 copyright C 2019 Lurn enpulse Group Inc. SA - R6 $A-R6 ir..NT1K1r, C'.1 IT ..gHFFT - TYPE D MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979.7650 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 606 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar l Williams, �Pittm an anc Vaughan, PLLC STRUCTURAL ENGINEER 110 Third Street N.E. Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 18901 PHONE. (215) 230-8623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 105-A, Atlanta, GA 30350 PHONE.(77D) 650-9D61 fry �rx ARMITE PLAN SUBMISSION lififfllJ v 4-1 � � W O W W N N O LL R� U UJ F The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service Including the Drawings and Specifications, and will retain at common law, statutory and other reserved rights, including copyricq,fits. Submittal or distribution to meet official regulaTory recq]uirements.or for other purposes in connectionwRh this Project Is not to be. construed as,; publication in I erogal on of the Architect's or Arhitect s consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK I DATE DESCRIPTION _ 1 07/011202D ARB/SITE PLAN REVISIONS 2 08/14/2020 1 ARBISITE PLAN REVISIONS CL3 B5/CLJ /CL345 SERIES LUMINIS@ LumiSTIK - LED TYPE - G 3" WALL T UANTITY: PROJECT: - - - CATALOG FIXTURE WATTAGE VOLTAGE FINISH OPTION OPTION OPTION OPTION 2 3 4 5 ADA Compliant 1- Optional uptight component with sealed optics. 2- Seamless extruded aluminium 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 Lurn iK wall is made of seamless extruded corrosion resistant 356 alurinum alloy with a copper (CU) content of less than 01%. LED is contained in a wnite translucent high Impact UV stabilized acrylic sealed. wt` 3.00" (75) ens. The assern'oly Is designed to provide a uniform '.Rumination ELECTRICAL DRIVER Standard driver is 0-10V dimming -ready (dims to 10%) with 120- 277 multi -volt compatioility (50-6OHz), operating temperatures of 30°C/-22'F to 60eC/1402F, output over voltage protection, output over current protection, output short circuit protection with auto -recovery. LED Standard 4000K CCT/80 CRI. Optional 3000K & 3500K. Removable rncdular LED platform. CL315 LIFE 4 (t02) 50,000nrs L85350 (based on IESNA T1,1-21 Test Method and LM-80 data). F--] Power FINISH I Feed 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 terra flrish. MOUNTING 34.8" 12" 23.5" Weight CL315: 7.8lbs (3Skg), CL325: 8.7lbs (4kg), C1.345: 10.4 Ibs (4.7kg) (884) I'; , (305) (597) The mounting plate is designed to fit on a 2X4" (SW02) rectangular electrical oox using 3.156" (80) C/C mounting holes. Optional trimming plate for octagonal ;box. (option MT411. CERTIFICATION Tested to UL1598 and CSA 22.2 4250. ETL listed wet location, _ Rated IP66, CE Certification on request. LUMINIS I Toll free: 866.586.4647 Fax: 514.683.8872 Email: info(aluminis.com 260 Labrosse, Pointe -Claire (QC) Canada H9R 51.5 Luminaires may be altered for design improvement c , discontinued without prior notice. SITE LIGHTING CUT SHEET - TYPE G Cad CL315/CL325/CL345 CL325 46.8" ' (1189) Power Feed 24" 35.5" (610) (902) 1 -uAm increases when ova- up-1. 10 See Note #3 on pg2. LUMINIS.COM 1 TYPICAL PHOTOMETRY SUMMARY CL345 L224W20 120V BZT K3 Please visit our web site www.luminis.com for complete I.E.S. formatted download data. LUMINAIRE SELECTION MCui ❑ CL315 ❑ CL325 OPTIONS LED LIGHT SELECTION (400014/80CRI) SUFFIX INPUT WATTS DELIVERED LUMENS CL315 `1` ❑ 1-511 10 low 830 I f SUFFIX INPUT WATTS DELIVERED LUMENS CL325 9 ❑ L112W10 low 830 j ❑ L112%A/20 20W 1640 71 L112W30 3OW 2250 SUFFIX INPUT WATTSy DELIVERED LUMENS CL345 1117, L224W24 i ❑ L 24W 1660 0 VOLTAGE'- FINISH STANDARD COLORS f20V ❑ WHT Snow white Jet black ❑ BZT Bronze E ❑ MST Matte silver ❑ GRT Titanium gray 71 DGT Gun metal ❑ CHT Champagne (Refer to color chart) OPTIONAL COLORS 7J CS Custom color ❑ RAL RAL## color CJ SS3 U316 Stainless steel body ELECTRICAL REFLECTORS & UP/DOWN LIGHT COMPONENT' :1 FS Fuse Alternate eeflector optics (26, Standard reflector) Reflector/soread lens combinations 7 remote to emergency battery backup for LED. 90 min. REML2.54 VJ e o 9 y y Carr be selected independently far up/down light. Select both reflector type by adding Remote mount Soft -12" square enclosure with access cover U & D to the suffix. (i.e. R40U R26D is 40" up and 26, drawn) MOUNTING ❑ R26 26, reflector optics (standard reflector) ❑ R40 40° flood optic C1 MT4 Trim panel for octagonal box ❑ UL Uptight (12N/, 1078 delivered lumens) SWK Adaptor box for surface 3/4" conduit feed ❑ DL Uowniight (12W, 1078 delivered lumens) LIGHT & OPTICS ❑ UDL Uptight and downlight (24W, 2156 delivered lumens)' Alternate CCT'K LED (LCF: Lumen conversion factor) K3 3000K CCT 80 CRI (LCF: 0.94) 3500K CCT 80 CRI (LCF: 0.983) NOTE Other CCT vu higher CRI avarlalble, 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). Uptight and downlight CCT will match CCT selected for fixture. 4- UDL option increases OAH for the following models: C_325-L112W20/L112W30 (OAH=54.5"), CL345-L224W20/L224W40 (OAH=78 5') L.UM I ICI IS© LUMINIS I Toll free: 866.586.4647 Fax: 514,683.8872 Email: info@luminis.com 260 Labrosse, Pointe -Claire (QC) Canada HSIR 51­5 Luminaires may be altered for design improvement or discontinued without prior notice. LUMINIS.COM 2 WDGE1 LED 4W 1,200 2,000 - WDGE2LED 1DW 18W Standalone/nLight 1,200 2,000 3,000 4,500 6,000 WDGE3 LED 15W 18W Standalone/ Alight 7,500 8,500 10,000 12,000 - - WDGE4 LED Standalone/ nLight 12,000 16,000 18,000 20,000 22,000 25,000 WDGE1 LED P1 30K 80CR1 VF MVOLT DDBXD EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD ,I WDGE1 LED E4WHa Emergency battery backup, CECcompliant (4W,0°Crain) PE° Photocell, Button Type DS Dual switching(corneswith 2drivers and 2light engines; seepage 3fordetails) Di 0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately) BCE Bottom conduit entry for premium back box (PBBW). Total of 4 entry points. tcci i as I _ 0rdgrerf4nrFif�64�f sryp?�tei1C WDGEAWSDDBXD U WDGE3/8inch Architectural NallSpacer (specify finish) WDGEIPBBW008011 WDGE1Premium surface -mounted back box (sped(yfinish) WSBBW033XDU Surface-mountedbad(box(spedfy finish) hipped included RM Surface mounting bracket :W Indirect Canopy/Ceiling Washeroracket (dry/damp locations only)' hipped separately WS 3/8inch Architectural wall spacer BW Surface -mounted back box BBW Premium surface -mounted back box (top, left, right conduit entry) DDBTXD Textured dark bronze DBLBXD Textured black DNATXD lextured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone NOTES 1 50K not available in 90CRI. 4 PE not available with DS. 2 347V not available with 5 Not qualified for DLC. Not E4WH, DS or PE. available with E4WH. 3 E4WH not available with PE or DS. fAL,IrAiill COMMERCIAL OUTDOOR One Lithonia Way Conyers, Georgia 301012 Phone: 1-800-705-SERV (7378) 'vrwwJitr or a.con. LAWHr1JV,G.0 2019-2020 Acuity Brands Lighting, Inc. All nights reserved. SITE LIGHTING CUT SHEET - TYPE F /'^� SITE LIGHTING CUT SHEET - TYPE H WDGE1 LED Rev.04/15I2D 0. Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-U. Data is considered to be representative of the configurations shown, Within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. VW 1,122 112 0' _ 0 1 0; 1,163 1 116 10 D 0':9,1% 1 120 I D I V..I 0 1 t,us' I Ili v a V rcar 14-1 v u u VF 1,806 120 1 1 0 1 0 1,872 1 125 1 1 10 1 0 1 1,925 1 128 1 1 1 0 1 0 1 1,978 132 1 0 0 1092 133 1 0 0 P2 15W VW 1,809 120 1 D 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 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0.40°C (32-104°F). �y;a .. f 13�t. EMS '1 w ^ F 32'F $ 1.03 0'C 10'C 50'F 1.02 20°C 68'F 1.01 25'C 77'F 1,00 30'C 86'F 0.99 40'C 104*F 0.98 Lumen Multiplier for 90CRI 27K 0.845 30K 0.867 35K 0.845 40K 0.885 50K 0.898 Lumen Output in Emergency Mode (4000K, 80 CRI) VF 646 E4WH VW 647 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25'C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80.08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. EM� F 0 1 25,000 50,000 100,000 r NE .h .8, 1.0 I >0.96 >095 I >0.91 COMMERCIAL OUTDOOR One Lit'nonia 'Play• Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) vowrr.iitncr a.corr WDGEI LED & ri 02019-2020 Acuity Brands Lighting, Inc. All rights reserved. Rev. 04/15t20 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 Yorl 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 60B Preston Avenue, Suite 20C Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman Vaughan, PLLC STRUCTURAL ENGINEER 110 Thvd Street N.E. Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 18901 PHONE. (215) 230-BM Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 1D5-A, Atlanta, GA 30350 PHONE.(770) 650-9061 T14 08/14/20 U ARB/SITE PLAN SUBMISSION v J0 IY] > W (1) W N 4-1 O QLL L � UJ Z The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications, and will retain all common lave, statutory and other reserved rights, including copyricc,�fits. Submittal or distribution to meet official regula[ory re uir ments or for other purposes in connection. wutr h t�1is Protect is not to be. construed as publication in derogation of the.Architect's or Architects consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1 07/08/2020 ARBlSITE PLAN REVISIONS 2 08/1412020 ARBISITE PLAN REVISIONS /'� SITE LIGHTING CUT SHEET - TYPE P LS420 LED TYPE - K Now Surface Mounted Wall Luminaires 1/6 Description IP66. Class I. IK08. Marine -grade, die-cast aluminium alloy. 5CE superior corrosion protection including PCS hardware. Safety glass lens. Silicone CCGO 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-optirised optics for superior illumination and glare control. Luminaire can he mounted for up or down lighting. WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 15085 1 U.S.A. I Tel +1 724 742 0030 1 Fax+1 724 742 00351 info.usa@wo-ef.com I www.we-ef.com 101-U5-2020 23:09 SITE LIGHTING CUT SHEET - TYPE K PLS420 LED gas Surface Mounted Wall Luminaires 3/6 Nominal Colour Temperatures Colours Watt 12 3000 K RAL9004 Black 18 26 4000 K BAL9007 Grey Metallic WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 724742 0930 1 Fax +1 724 742 00351 info.usa&me-ef.com I www.we-ef.com 101-05-2020 23.09 BAL9016 White WEE19 Dark Bronze FLC240 LED TYPE Symmetrical Floodlights 1/25 2 FLC240 LED Symmetrical Floodlights 3/25 2 Choices FLC240 667-4320 RAL8019 Light Distributions Nominal Nominal Colour Temperatures Colours Lumen Watt symmetric, wide beam [W] 5178 148 1 2700 K RAL9004 Black - 5512 72 Wx 6180 104 3000 K RAL9007 Grey Metallic syrnrrletric, medium beam [M] 6515 7440 4000 K RAL9016 White symmetric, narrow beam [N] 7517 7920 RAL8019 Dark Bronze ER In symmetric, very narrow beam NN] 8880 9350 symmetric, very narrow beam, 'sharp cut-off' [VNS] 9516 10130 linear spread, very narrow beam [VN] 10358 10800 linear spread, very narrow beam, 'sharp cut-off' 10800 11971 Description wallwash Iff 13813 IP66, Class I. IK07. Marine -grade, die-cast aluminium alloy. 5CE superior rr corrosion protection including PCS hardware. Silicone CCG® Controlled for {I tiny, 1 _.�0 Compression Gasket. Safety glass lens. One cable gland. Second gland through wiring on request. Integral EC electronic converter, thermally I separated. CAD -optimised optics for superior illumination and glare control. 2.76' ;^ OLCO One LED Concept. Factory installed LED circuit board. 0-10V dimming uoss as standard. Maximum one internal optical accessory possible. 7.28' g0.7t' 1.73' WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 15086 I U.S.A. I Tel +1 724742 0030 1 Fax +1 124 742 00351 info.usagwo-elfI www.we-eEcom 101-05-2020 22:30 SITE LIGHTING CUT SHEET - TYPE J 0 V4-OUT-30-SB-BLK-25 Sgedhcabons 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 Light Distribution 1200 3000K Warm White Power Consumption 3.8 Watts/Foot LED Chip SMD 2835 Input Voltage 24V DC Dimming MLV, Incandescent, & 0-10V` Cut Length 4 Inches Mounting Rubber Outdoor Channel Max Run Length 25 Feet Reel Lengths 5 Feet, 15 Feet, & 25 Feet Coating Silicone Injected Tube Certifications c @US LISTED Circuit Board Color Black ' _ Dimensions LxWxH [Reel Length] x 9/16" x 3/16" LEDs Per Foot 18 Operating Temp. -22°F to 140OF (-3WC to 6WC) 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. Ligrt ng Dana 2700K 3000K LUMENS/FT 99 133 EFFICACY (Im/W) 26 35 ±KELVIN TOLERANCE ±40K ±40K MACADAM ELLIPSES 1.5 1.5 CRI(Ra) 94+ 94+ FIDELITY (Rr) 86 88 GAMUT (Rg) 93 95 ordering Information PART # REEL LENGTH COLOR TEMP. V4 OUT-27-SB-BLK-5 5 Feet 2700K V4-OUT-27-SB-BLK-15 15 Feet €j 2 7 0 0 K V4-OUT-27-SB-BLK-25 25 Feet 2700K V4-0UT-3O-SB-BLK-5 5 Feet 3000K V4-OUT-30-SB-BLK-15 15 Feet V4-OUT-30-SB-BLK-25 25 Feet 3000K 3000K WE-EF LIGHTING USA LLC 410-D Keystone Drive I Warrendale PA 150861 U.S.A. I Tel +1 724742 00301 Fax 0 724 742 00351 info.usa(g,,ve-ef.com I www.we-ef.com 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 CON-HW-25-BLK - -_ Extensions Connects two runs of the Inspire V4 Outdoor together. Available in a 3-foot length. 2-inch female to female extensions are also available. Part # (3-foot) : V4-OUT-EXT 3FTBLK Part # (F t0 IF): V4-01LIT-EXTFF-BLK Low Voltage Wire 1 Low Voltage Wire _z .; Available in 12AWG, 14AWG, 16AWG, and 18AWG. CL3P and Inspection -Ready. Sold by the foot. �F y Part # (12AWG): WR-12AWG-2C Part # (14AWG): WR-14AWG-2C Part # (16AWG): WR-16AWG-2C Part # (18AWG): WR-18AWG-2C Each end of the Inspire V4 Outdoor includes a 1-foot, pre -wired lead to connect to the Hardwire Connector. www.LEDLLIGHTING 1 832-717-2710 1 11744 Grant Rd. Cypress, Tx 77429 1 Version 01102018 SITE LIGHTING CUT SHEET - TYPE N www.LEDI.LIGHTING 1 832-717-2710 1 11744 Grant Rd. Cypress, Tx 77429 1 Version 01102018 4 MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel:434-979.7550 Fax:434.979-5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New Yorl 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 6D8 Preston Avenue, Suite 200 Charlottesville, VA 229D3 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman Vaughan, PLLC STRUCTURAL ENGINEER 110 Turd Street N.E. Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 18901 PHONE. (215) 230-8623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 1 D5-A, Atlanta, GA 30350 PHONE.(770) 650-9061 TH ARB/SITE PLAN SUBMISSION C70 v O U) LLJ (N N O O L_ >•® LL N � UJ Z 0 IMM CIO`) The Architect and the Architect's consultants are the authors and owners of their respective I instruments of Service includingg the Drawings and Specifiications, and will retain alf common law, statutory and other reserved. rights, including copynyfits. Submittal or distribution to meet official re ula[gr requirements or for other purposes In connection with this Project is not to beconstrued as publication in derogation of the Architect's or Architects consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK DATE DESCRIPTION 1I 07i08/2020 I ARB/SITE PLAN REVISIONS 2 1 08/14/2020 I ARBISITE PLAN REVISIONS Specification Sheet lumencove Lumencove XT Direct View Specification Sheet lumencove lumencove Specification Sheet p Lumencove XT Direct View Lumencove XT Direct View LXTD LXTD _ LXTD ___ LXTD 12d 48 30K UMP Bf2Z WHITE AND STATIC COLORS WHITE AND STATIC COLORS WfIIfE AND STATIC COLORS — ---- ------ --- Colors and Color Temperatures Physical Housing Material Low copper content extruded aluminum Project Name. City ' ' ' " 1 2 3 4 5 b 7 8 r iopet tt Type I Catalog / Part Number f Lens Material Tempered glass lens combined with extruded acrylic UV and 2200K 27QOK 3000K 3500K 4000K impact resistant opal diffuser.... i.-- 14a °, 2b16, 38-14 ", 5�� � Hardware Material Stainless steel Top view Red Green Blue End Cap Material Aluminum, Acrylic (CEC option only) l Housing 2 . Voltage �Ontr415 Gasket Material Silicone �D LumencoveC� XT Direct View, 5 W/ft 1120 120 volts 3 „ _ 1 kAinimum 3� 8 end to end spacing q 21 Surface Finish Electrostatically applied polyester powder coat `------ 248 208 volts , "'+ g C}M/GAFF 0 I OV DAII _. __ _ _. _ _ Ibs, 5.6 Ibs, 36 in 8.8 Ibs, 48 in: 10.8 Ibs 220 220 It volts r'tDmxrdm �;,asy�°r°" lumen Weight 12 in : 3.7 24 In: : 240 240 volts �r �- 416° (2 a "on 12" configuration) I`-1 bn _" Minimum cove width:3 1 r Electrical and control 277 277 volts Input Cable 2 Ralinq (no jumper cable needed) fixture Cable Power and data in one cable, End -to -end standard configuration: 3 length 4 Color and Color Temperature (1)16 IPb6 in input cable (no jumper cable needed) Front and side views Certifications leader Cable Conductor 5C # 1 b-5 12 14 1/8 in (3.7 Ibs) 11) 22K 2200K 2700K 24 26 3/16 in (5.6 Ibs) 27K Photometric Summary 4$ in fixture 111 Description UL (� � fixture Cable and Connector Color Black or white cable (block connector) 3b 38 1 /4 in (8.8 Ibs) j 30K 3000K 3500K Based on The Lumencove XT Direct View is a system of direct view linear LED c ',, nofts Maximum Cable and Fixture Run Length Up to 350 ft (Cin/Gff, DALI, DMX/RDM, Lumentalk, 277V, RO � 50 5/16 in 10.8 Ibs ( ) 35K f d' f d d d It t' f far -scale W- PA" 4000K CCT Delivered Output 9-1 Power VM Efficacy Llm/1Nj 220OKPI 2700K1'1 526 748 19 19 28 39 30 OKK131 765 19 40 350010 799 19 42 400OKPI 850 19 45 luminaires or me to aqa es an a Inea Ion o g version) 40K structures such as bridges and towers. IP66-rated for sustained (1) To connect 12 in fixture lengths to the Lumentalk system, DIM or DMX/RDM must be specified as the outdoor use, Lumencove XT Direct View luminaires can be Control On/Off control, Lumentalk, 0-1 OV dimming, DALI dimming, control option, and a Lumentolk Data Bridge (LDB) is required. See the typical wiring diagrams in the RD Red (2) arranged in patterns or in Ion continuous lines of light. A domed specification sheet for details. GR Green (2) g p g g luironU EcoSystemOR Enabled dimming, DMX/RDM enabled acrylic diffuser lens produces perfectly uniform and saturated light BL Blue (21 that can be controlled with up to 12 in resolution for dynamic Resolution (DMX/RDM) Per foot or per fixture (configured with LumenlD V3 software), Mil (II Consult factory for availability of static Royal Blue, 6500K and 90+ CRI. shows and monochrome video effects. The Iuminaire is available in or 16-bit 12 in, 24 in, 36 in and 48 in sections, with a choice of color E(IVIYOnm$nlal (2) Static colors made to order 8.10 weeks. PFntcxnerric performance % measured in compliance with IFSNA temperatures, controls, finishes and mounting options. 5 Mounting Options b .Finis tM-79-08. !t1 Use 0.2ri mul+iplitx far each 12in [305mm] section. Storage Temperature -40 °F to 122 °F (device must reach start-up temperature value ite [21 Estmated. Consult web for the lam phobmehic files. before operating( UMP Fixed Mounting 111 $K Black San tax® Features Color and Color Temperature 2200K, 2700K, 3000K, 3500K, 4000K, Red, Green, Blue Average Luminance, Pe Start-up Temperature -13 °F to 122 °F LIMAS Universal Adjustable Mounting (1) Adjustable Wall Mounting 2 in BRZ SI Bronze Sandtex® Silver SandlexOO Based on 48 in fixture 11j, 4004K - -- - - - -- - ---- -- -._ __ __ _ _ __ _ - _ _ ____ _ _-_-_ _ _ . Length (nominal) 12 in, 24 in, 36 in, 48 in Operating Temperature -13 °F to 12 WAM2 WAMb Adjustable Extended Arm Mounting 6 in WH Smooth white Angle 0° (Cd/.M 45° ICd/rrrsl 90, (COO l 45° 5765 A929 4953 55, 5439 4671 4835 65° 4859 4483 4805 75' 3762 4430 4940 85, 1293 4759 5335 ----- - --------- - - - - - - -------- ___ - Environment Dry /damp /wet location WA M72 Adjustable Extended Arm Mounting 12 in CC Custom color and finish (please spec) fy RAL Optics Direct view - --_. __ __.- _--. --._.- - 1 color) - --- ---- Options Corrosion -resistant coating for hostile environments, 3G ANSI Ingress Protection Rating I Pbb 1 Suitable to use when 3GV option is specified. wide selection of RAL CLASSIC (K7) colors with a smooth texture and high -gloss fit Lumenpulse offers a m G136.31 Vibration Rating for bridge applications, CE (certification Accessories (order separately) finish. Please consult factory for a list of available K7 colors, other RAIL textures and glasses, or to match covers European Economic Area), Clear end caps alternate color shads. Final color matchingresults maYvary. _ Cables Leader Coble, Juniper a le Power Consumption 5 W/ft Control Boxes Dt41X/RDM enabled (daisy chain or liar configuration), Ethernet 13tofomeiric performance is measured in compliancewitn IESNA Warranty 5-year limited warranty enabled ]daisy chain or star con#iguraiionl, Lumentalk Data Bridge Uvt74-0e. III Use 0.25 multiplier Lx each 12in [305mm] section. Performance Control Systems lumentonet14 2, Phal kit Optic Maximum Delivered Output 850 Im (4000K, 48 in fixture) _ - _ ____ - Diagnostic and Addressing ToolD, Toots LumenlumentalklD Color Consistency 2 SDCM Color Rendering Minimum CRI 80 == - Direct view Lumen Maintenance L70 126,000 hrs (To 25 °C and To 40 °C), L95 19,000 hrs (To 25 °C and To 40 'Cl �+y��g �+Q - - 1° 1220 MarleNictorin Blvd. ion uauii CSC JAG 2H9 CA T United States 617.307.5700 1 Corrado 1.877.937.3003 1 514.937.3003 F 51 A 937-6289 �y i p�'� 1220 Marie-Vicrorfn Blvd., Longueuil, GIC JAG 2H9 CA T United States 617.307.5700 1 Canada 1.BT7.937.3003 1 5) 4.937.3003 F 614.937.6289 I�i 1 1 .�+� �1:7�a'" 1220 Marie•Victorin Blvd., Longueuil, CIC JAG 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1514.937.3003 F 514,937.6289 � ! n se - 0 lum npuls&rr info@lumenpulse.com www.lumenpulse.com %V" Iunwnpulse.corn/products/1826/luinencow-xi-direct-view-draft info@lumenpulse.com www.lumenpulse,com www.lumenpulse.corn/produds/1826/lumencove-xt-direct-view-Jroft lumenpulse �+ nla�lumenpul e.com www.Iumeapulsu.tam www.lumunpulse.00m/products/1826/tumancave- Y-diratf•v evr-drnFt 'v ' iatel 1 1 1 Lumenpulse Group Inc. reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 } 1 Lumenpulse Group Inc. reserves the right tv make changes to this product ut any time without prior notice and such modification shall be effective immediately 10 / 11 Lumenpulse Group Inc. reserves the right to make changes to this product at any time without prier notice and such modification shall be effective immed y / 2019.08.05 copyright © 2019 Lumenpulse Group Inc. 2019.08.05 copyright ©2019 Lumenpulse Group Inc. 2019.08.05 copyright 0 2D19 Lumenpulse Group Inc. EM-R10 EM-RIO EM-Rt0 SITE LIGHTING CUT SHEET - TYPE NI Date: Customer: _-______ _ — _—__ __—---_.___—. Discera Discera 4 LED seLux — 4 LED �IJX Project _ -- — --- - Motion Sensor Features ( T" D5C41. -type, I t Y Qty: _ The Selux outdoor rated sensor incorporates Passive Infrared (PIR) technology for motion sensing and also includes a Built-in photocell. Designed to mount directly through a'h" KO in a single gang faceplate on pole/column, the SBO utilizes 100% Digital Passive Infrared (PIR) technology that is tuned for walking size while preventing false tripping from the environment. Series Optics Hand Hole Orientation Program Color Photocell Feature Voltage MS 1 270° coverage UO DO (OV-0%) WH White Y Yes UNV Single Sensor Motion Sensor pq D1 (IV=10%) BK Black 347 N No 18 D3 (3V=30%) 480 BZ Bronze 27 D5 (5V=50°70) NOTE: Motion sensor comes programmed at 3095 dimmed level with a 5 minute delay as default. All programming required after shipping by other,. e>zi-(41mm}� 2 � 30smm General Pole ' €t o Drawing" r Example Only l �► Order Code: _ - - - - - - Specifications I� Pole Order Code: — Series Height Finish Options Fixture Housing - Made from high pressure die Glass Lens - Tempered and screened glass lens 5 Year Limited LED Luminaire Warranty SG4L cast, low copper aluminum alloy, protects and helps seal optical chamber. Selux offers a 5 Year Limited Warranty to the scera Series D UiSC4LLEU original purchaser that the Selux LED Iuminaire ll, Gasketing - Continuous molded silicone gasket Tool -Less Latch - Toolless steel latch for easy shall be free from defects in material and ra pole at — --- -- — - --- --- — provides weatherproofing, dust and insect access to light engine. workmanship for up to five (5) years from Height Optics R1 R2 R3 R5 control at all Iuminaire connections. date of shipment. This limited warranty covers Type i Type a Type 81 Type Access Door - Lower casting features tempered the fixture, LED driver and LED light engine Distribution Distribution Distribution Distribution Fitter -Cost fitter for direct connection to glass lens and a stainless steel hinge that when installed and operated according to standard short and long arms. attaches to upper casting on mounting arm Selux instructions. Fixture suitable for ambient - — Mounting g1 S2 L1 L2 LW 5W side. Other side is secured with toolless latch for temperatures of 40°C (104°F). For details and Single Short Double Short Single Long Double Long Arra Long Arm Wall Snort Arm LED Array -LEDs mounted to PC boards and ease of maintenance. exclusions, see "Selux -terms and Condition of Arm Mount Arm 1180°) Arm Mount Mount (180°) Mount Wall Mount directly attached to aluminum heat sink for Sale." 5 g p 10kA s: Luminaire and LEDs tested . Listings and Ratings: maximum LED performance and life. CCT Surge Protection - Designed to protect Light Engine LG4500 LG4700 LG4105 tolerance'/, step binning for 3000K, 3500K, lumrnaire from electrical surge (up to ) g g 500-A751W 700mA765W 1050mA/1OOW 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. 25°C ambient temperature, CCT 30' 35 40 50 h AApproved 3000K 3500K 4000< 5000K 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. Sensor angular aricnmtlan tmrn hand hale U° Power Cord 12 15 18 20 25 XX' Add Length of arm and nely nt pale to - determine p�wercerd!=_ngth, j I '9Q° Increments clockwise around pole (Type 00,09,18,27) Length tr is 18' 20' 25' xx LED Optics - High precision injection molded Exterior Luminaire Finish - TYFE09(401 Finish WH $L BK BZ SV 5P lenses consisting of Total Internal Reflection Selux utilizes a high quality Polyester Powder White Sarni -Matte Block Bronze Silver Specify Premium Color (TIR) collimator and one of 3 precision light Coating. All Selux luminaires and poles are Black - --- --—- _ _—_—_—__ -. shaping lenses. Lenses produce a Type I, II, III, or finished in our Tiger Drylac certified facility and Voltage 120' 208' 240" 277 V distribution. IDA-Approved'"' Dark Sky Friendly undergo a five stage intensive pretreatment Sp.dfy[.,HL.pti° at 3000K CCT onI process where product is thoroughly cleaned, 120V 208V 240V 277V y' phosp'nated and sealed. Selux powder coated HAND HOLE Options DM5 HLXX3'4,5 pG LED Driver - LEDs are driven by RoHS compliant products provide excellent salt and humidity LOCATION TYPE 18(180° Dimming Hi-Lo Photocell it""<OV, 24UV,&277V only. (0-10V} Switching high -efficiency driver. Minimum starting resistance as well as ultra violet resistance i TYPEDO{ ) 'LG4;oo&LG4105 Light Engineanly. for color retention. All products are tested in MS 'HLarDIM only. Cannot becomtemperature is -35°C (-31°F). bined accordance with test specifications for coatings motion Sensor Surge Protection - Surge protection device from ASTM and PCI. /Gptianal Photocel! safeguards electrical components from Maets Title 24 Requirements} P, a page 3 for Orde, Code indirect lighting strikes and surges up to (20kA Standard exterior colors are White (WH), Black standard). RoHS compliant. (BK), Semi -Matte Black (BL), Bronze (BZ), j and Silver (SV). Selux premium colors (SP) are TYPE2A[W TOP VIEW Pole Adapter - Made from high pressure die available, please specify from your Sell color cast, low copper aluminum alloy. To fit O 3" selection guide. Hot Dip Galvanized finish (GV) Tenon. on all steel parts also available. 3.OG I I i urnoN 5 saxS�" t�lA�pr= IP66 mn«rti°r, - - -- e 1 of 11 Selux Corporation 0 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 2 of 11 Selux Corporation ref 2D18, T 845-834-1400, 800-735-8427, F 845-834-1401, wwwselux.us Page 3 of 1) Page l not (Rev. 0272020) In ❑ continuing effort to offer the best product possible, we reserve the right to change, without notice, specificabans or materials that in our lest on grill rsi (Rev, 0272020) Selux Corporation J 2018, T 845-834-1400, 800-735-8927, F 845 tire right t change, el without P Rev. 02/2020 In a continuing effort to offer the best product possible, we reserve the nigh[ to change, without notice, specifications or rnaiedals that in our opt nlon will specifications or materials that in our opinion will not ( ) v s are the most recent versions and su ercede all other printed or electronic versions. DSC4L_SS_v3.0 alter the function of the product. Specification sheets found at www.sebtx.us are the most recent versions and supersede all other printed or electronic versions. DSC4L_55_v . In a continuing effort to offer the best product possible, we reserve the right to change, without notice, �p P . alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supersede all other printed or electronic versions. DSC4L_SS_v3.0 alter the function of the product. Specification sheets found at ww r..,e ux u SITE LIGHTING CUT SHEET - TYPE XB MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA22903 Tel: 434-979-7550 Fax: 434-979.5220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New or 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 606 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman a Vaughan, PLLC STRUCTURAL ENGINEER 11D Tturd Street N.E. Charlottesville, VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 S Newell Avenue Doylestown, PA 16901 PHONE. (215) 230-8523 Phillips Graddjck Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 105-A, Atlanta, GA 30350 PHONE:(770) 650-9061 ,TH C, LANK W, III �' 08/14/20 C ARB/SITE PLAN SUBMISSION 0 _� /`J� VJ / O co� U) W ll N -i 0 LL U Z 0 Fm 0 The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications, and will retain air common law, statutory and other reserved rights, including copyn9fits- Submittal or distribution to meet official regulalgory req�urements.or for other purposes In connection_wdh this Project Is not to construed as publication in derogation of the Architect's or Architects consultants reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS V/ PdARK DATE I DESCRIPTION 1 07;0812020 1 ARB/SITE PLAN REVISIONS 7 OB11412020 ARBISITE PLAN REVISIOhIS Discera 4 LED Discera 4 LED seLuxDiscera 4 LED Discera 4 LED seLuxlX Pole Information , LX Motion Sensor Features Mounting Mounting Refer to pole specification sheets for construction details, General Pole anchorage information and additional options. Optional Base Covers for Poles o Drawing For ' Die cost aluminum, one- or two-piece field installable base covers. 100%Digital PIR Detection, excellent RF Immunity g r A35&S35 5635 AT535/b35/64/74 Example Only Round Straight Round Stepped Tapered Aluminum Pole • 270e coverage pattern ` ` Aluminum & Round steel pale Up to 30ft mounting \ e. SW ShortArm Wall S1 Single Short Arm S2 Double Short Arm LW Long Wall Mount L1 Single Long Arm L2 Double Long Arm Straight steel Pole SC5 Optional Base Cover (A35 & S35)P66 Rated for outdoor applications EPA = 0.65ft- (0.13m2) EPA = 0.65t2 (0.13mz) EPA = 1.2ft' (O.11m') EPA = .75ft' (0.13mz) EPA=1.7f' (0.16m2) EPA = 2.5ftz (0.23m') 3 v.- Die cost aluminum, -- _ two-piece (89rnm) Weight = 23 lbs. (10kg) Weight = 23 lbs. (10kg) Weight = 46 lbs. (21kg) Weight = 23 lbs. (10kg) Weight = 52 Ins. (23.6kg) Weight = 69.7 lbs. 31.7k field installable bass cover. • Built-in 1'kV surge protection 9 ( g) No minimum load requirements rF 57." (134mm) • Made for LED light source �4121! (316mm) Interchangeable hot and load wires - impossible to wire backwards BC6 Optional Base Cover _ Adjustoblo time delays, max/min dim levels and ramp rates ->\ V-0 (S635) Programming button accessifale without opening sensor or removing gaskets h�-- -- - r 1- ---- -- -_ - -_�Die cast aluminum, one-piece 6s�." -field installable base cover. (168mm)No field calibration ar sensitivity adjustments required-/ �� ---- � i Non-volatile setting memory 4'!ar (118mm} 38" (966mm) 76" (1931mm) Overall Overall Convenient test mode 15 r/,++�� / / Heighs Height • Suitable for Title 24 applications ��_ \ �_ �_ /L � / �'_\` BC10 Optional Base Cover Id00mm) Phrrtoceil AT74) - / - Die cast aluminum, two-piece L -•1 - Motion Sensor WiringDiagram 26' 26' I 52 L13.2)mm� Held installable base cover. g (66Imm) (6661mm)04 >.' (102rnm) -+- 44•u Y = Z w 04 `. �- 2I74' 24„ co L192mrn (6)�m) 1 (610Fm) Lu (89mm) = cc. x o Pole Data Chart LL 6JJ Lu W Bolt EPA Information o , ° Pole Series Circle Height Finish Options r i o 70mph 80mph ! 90mph 100mph 110mph { - --- - m ! 56353 '/z" Diameter Stepped Stee'. Pole 09" 45.6 35.0 27.3 21.6 17.8�WH White Ei[.3 Decorative Cast Aluminum Base Cove A35 3 'A" Diameter Straight Aluminum Pole 071/, 12 4 9.3 7.1 5.4 4.3 9 10 10 ft- i (AT535 poles only) BK Black 3'A s ` S35 3'A" Diameter Straight Steel Pole @7 3/,' 1 L4 8.6 6.5 4.9 ! 3.9 (89mm) vi BC9 Decorative Cast BL Semi -I $635 3'/z' Diameter Stepped Steel Pole (j 9" 37.6 28.7 ! 22.3 17,5 14.4 II, Matte Aluminum Base Cove (AT64 poles only) +' -- --- 91, ----- - --- - - --- Black A35 3'/z" Diameter Straight Aluminum Pole 073/, 99 l 7.3 5.4 4.0 3.1 r -- -- - - - -- _3 12 12 ft. BZ Bronze ESC10 Decorative Cast a $35 3'/t" Diameter Straight Steel Pole r/7 3/ , 91 6.7 4.9 3.6 2.8 I j g ! _I Aluminum Base Cover ---- -r- -------1---- ----+--- III (AT/4 pates only) BLK y AT535 5" to 3'/z" Toppered Aluminum Pole rj$ I/z 194 14.4 10,9 8.6 11 6,9 ! $v Silver .i WHIT BILK / VID $635 3'/z" Diameter Stepped Steel Pole 31.7 24.2 18.6 14.6 11.9 REC GECI Receptacle with pp 09" $P S ecif --r-_-�_---_. _ _� - '1 weatherproof cover WEATHERPROOF WIRE CONNECTOR, GRY i - I--- I Premium 1i 500V1&RGA SBO SENSOR A353'/i'Diarneter5traiyhtAluminumPole 07'/<" 8.0 5.8 I 4.2 3.0 1 2.2 Color ("'20Vonly) (SUPPLIED) $35 3 /z" Diameter Straight Steel Pole 07 / REC2 GFCI Receptacle with 1 ,,, 7.3 5.3- 3.8 2.7 1.9 1414ft. 1 AT535 3'/z" Diameter Straight Steel Pole 12.9 9.4 7.1 5,� adiockable In -use cover' g b8 /z" ` c•4 11 ('2UV only) I Z F l $635 3'/s" Diameter Stepped Steel Pole 09" 21.7 15.8 12.3 9.6 7.6 .Y l7 MIS Motion Sensor wit'n 1 m r Op -.anal PhotocJl A35 3 /z" Diameter 5traighi Aluminum Pole Q77'/,' 6.2 2.2 - - 1.4 _ - I,, 0.8 -- - 16 16 ft (MeesTitle 2 49 $35 3'4" Diameter Straight Steel Pole 07 3/," ' 4.4 1 2.8 1.9 1.2 0.6 Requirements) T335 3'h" Tenon (Required �ORD AT535 5" to 31/," Toppered Aluminum Pole {�$ yz^ 11 10.7 11 7.7 5.6 4.2 3.3 for Ai64/A� 74 poles for arm mounting) 111 7.8 S.b 4.2 3.2 AT535 5"'to 3 A" Toppered Aluminum Pole 08'/2" 1 s 15.7 11.5 8.7 6.9 I 5.5 1$18f_. AT64 3 !2^ Diameter Straight Aluminum Pole 07 /, � ATTACH CORDTO BACK OF SENSOR MOUNTING PLATE r - --- -- -�_-- AT64 3'/z" Diameter Straight Aluminum Pole 07 %" 13.5 9.6 7.1 u•6 II 4.4 20 20 ft. i WITH2ZIPilES{NIOTSUPPLIED} _ Allowabie'EPA cmculated occoreing to AASHTa 1994 and ind.de all omonce far 1.3 gust factor. See Mounting Configuration pages for fixture arm weight end EPA-[-. Selux Corporation a 2018, T 845-634-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 4 of 11 Selux Corporation 0 2018, T 845-834-1400, 600-735-8927, F 845-834-1401, www.selux.us Page 5 of 11 Selux Corporation 0 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 6 of 11 Selux Corporation 9 2018 T 845-634-1400 800-735-8927 F 845-834-1401 www.selux,us f 9 P Page 7 0 1) in a continuing �. r - r r nu g effort to offs .he nest product passible, we reserve the right to change, without notice, specifications or moteia's that in our opinion will not Rev. 02/2U2U P { ) In a continuingeffort to offer the best roduct possible, a , b e we reserve the right to Chan e without HattspecificationsRex 0" /' ce . or m ri I 1n l 2UZU Pmaterials s that our opinion will riot la !Il r` P 9 9.� continuing effort m offer h r � Rev. 02/2U2 ( ) o f. tire best product possible, v e reserve the right to change, without notice specifications or materials that in our opinion will U r + alter the function of the product. Specification sheets found at www.selux.us are the most recent versions p 9 P P 9 9 . P p not ( ) al e continuing f u cti effort h offer ct. best product passible, we reserve the rich. to change, without notice, specifications or materials printed t e our opinion will versions. Rev.._SS_v U o sand su arcede all other rimed r electronic I J 9 P P ( ) P P a e ect onic versions. P P D 4L v alter function f SC _SS_ 3.0 e fu cfan a the product. Specification h n sheets found of wwwselux.us are t'ne most recent r p p ce t versions and supercede all other printed or electronic versions. DSG4L_55y3.0 alter the function or the product. Specification sheets found a[ wwwselux.us are rh.e most recent versions and supersede all other printed or electronic versions. DSC4L_55_v3,0 alter the function of the producT. Specification shaets found at wwwselux.us are the most recent versions and supercede al'. other printed or electronic versions. DSC4L._5S v3,0 Discera 4 LED Discera 4 LED Discera 4 LED � Discera 4 LED Photometry Photometry Wiring Diagrams seLtAft Optional Accessories seLux BC3 Optional Base Cover R1 Optics / 103W / 5000K CCT �`I r - -- -- - T-- R5 Optics / 103W / 5000K CCT P _ PC (Photocell) Option Detail P (AT535) 5" I Note: Photocell is available for all pole and arm mounting configurations except Direct Mount Catalog #: DSC4L-AA-LG4105-R1-SO-120 % `\ \ 1 Catalog #: DSC4L-XX-LG4105-R5-50-12U Die cast aluminum, two-piece (127mm) Report #: LM-63-1995 - "! r _ 1��� Report #: LM-63-1995 \ \ Delivered Lumens:8406 / \� ?, field installable base cover. i Delivered Lumens: 8918 / /r ! r h _ / \ t l 14 field � Standard Wiring for UNV 53! Input Watts: 102.5W e - --�- - Input Watts: 102W \ a a n r Wiring for 9 Sta dad o 347/480U Standard wiringfor 120 277V with no additional options. Standard Wirin: (t31mrn) 3 (7/ min) Efficacy; 87 ' / A= '` f \� ` p for 347/480V with no additional o tions. g p Efficacy: CCT: 5000K CCT:5000K f �"- F"('316mm) CRI (Ra):72 �{`- j {�� � y CRI (Ro):72 Maximum candelo of 7222 at 55' from vertical. ram' Maximum candela of 3966 of 65°train vertical. i SURGE BC9 Optional Base Cover xnr r Y__- _r PROTECTOR SURGE AUTO ( ) 6" - 2'/:' IES classification: Type ! i i �_ --` " l IES classification: Type VS % �' ; ' (- Y AT635/AT64 yr a- i - y T �I PROTECTCIfl TRANSFORMER (152aem) I(64 m} BUG Rotmg:32-U0-Gl BUG Ratin B3-UO-GI Die cost aluminum, two-piece 1 g p , ni field installable base cover. � _:; r - � .... -_ Power Factor: 0992 I ti' X , /' ,/ t � 10.992 Power Factor. / v Total Harmonic Distortion: 6.82% (29 min) Total Harmonic Distortion: 6.$2°,a i1 � - �_ __1r_-� ?MITE _- _ ram-- ' BLACK SLACK 201. / 1 �," c + Y` •�� DRIVER! u I (518rnrrt} �n n --- -- - -- LIGHT ENGINE iA6N NHIiE © GREEN min " LIGHTEf1GINE BC10 Optrnnal Base Cover Mwmcm °a., w,,,z O+ GREEN _ DRIVER/ (AT7d) 3Y„'r / / ✓ _�1 me ea",. z ` 1 I H„�.m w.v,sia s wmA a -� o. r. s ` �l-"`y 5 I] 3]63 d 95 ki-Vr3-alPlula Throa9AHa,Ymngl,\y'rrt ld6•Yto1RM/A'nMix Ca) veJ rootuv:�np lleipll Mvomum Gnaela=i112'i3o 7amaA'HMora. A,qE, P4V-iE Anple H.g L--- f Die cast aluminum, two-piecei2l- 1 {, VnSv Gern m 6 uao nlArs s( 5 2 r5) h�gnNna Ca} ea tl ntCFw RwnOn,Hapnt field installable base cover. 90% 3'!,d' 0-10VDimmingOptionQM)WiringgforUNV 0-10VDimming Option (DIA)Wiring for347/480V f- R2Optics /102WLED l5000KCCT- 100% light output at 10V,, down to l % light output at OV. 100% light output at 10V,, down to l ob light output at OV, catalog #: Dsc 4L-xx-LG41o5-R2-50-120 1 1 Report #: LM-63-1995 �- /'., Delivered Lumens: 6779 SURGE SURGE \ ? / v Conversion Chart LED CCT Prorate Table PROTECTOR AUTO Input Watts: 102W e '? / ! ' v- �.,� PROTECTOR Hwr Values based on 16' (4.9) mounting helgnt Values based un Flux Blnnina TRANSFORJMER Efficacy: 86 r r GFC I Receptacle (REC) - 120V 1aA GFCI duplex receptacle with GFCI Receptacle (REC2) -120V 15A GFCI duplex receptacle with CCT: S000K ��, \ Ma anting Height Maltiply ( CCT Theoretical Multiply weather-proof, self-closin non -lockable cover; located 36' (915mm) weaTner- roof, self-closin adlockable in -use cover; located 36" CRI (Ra):72 a - l P g ( ) P g, P r 10' (3 3n,t 1 27 3000x 000 r Maximum candela f 49 u ca de a o 5u .a of 60 from vertical, from base of ale, inline with handhole. Receptacle is intended only 915mm from base of ale, inline with handhole. Receptacle is-- -� �' ! I u BLACK a BLACK P P Y { ) P P ES classification: Type II -hti _.�_ -`�- --,=s - + - "� // 12' (3.7 rn} 1.16 3500K ,_ 0.961 WHITE for portable tools or other portable equipment to be connected to intended only for portable tools or other portable equipment to be r ry fl NHITE Mounting Height: 16' (4.9 in) outlet only when attended by operating personnel. For use with 120V connected to outlet only when attended by operating personnel, For BUG Rating:B2-UO-GI 14' (4.3 m) 1.07 4000K 073 GREEN I GREEN 1 1 ' vv�., j o _ Sao DRIVER! ! FROM O = applications only. For use with luminaires with other thn 120V rating, use with 120V applications only. For use with luminaires with other Power Factor. 0.992 1 ,�� \ � x 1 1 16' {4.9 m} 1.00 5000< tn5 o� FEED DRIVER/ lease consult factor for wire segregation. than 120V rating, lease consult factor for wire segregation, Total Harmonic Distortion: 6,82% % S IGHTENGINE m P Y9 P Y 18' {5.5 m) 0.84 LIGHT ENGINE fi r oaa RED m, 2 b1 RC-0 ORANGE F r r _ M,-VVYaIG„:�aBBiaxHla51„.m.watomAy<.eo 0Wn QRANG_ � � j i'% �.�1 Mum:m Gnaei a„tlnu In lkiS CY',WMrip MaOM1i -,liu --- ! 3l. I <++e'ue i€s-za51 Rn,�sn wla.. coy woo. n;wc c,le vwn.rr,,:ny Ha Jul -- -- (15mm) P9lrnm) (58mm) Hi-Lo Switching Option (HLXX) Wiring Photocell Wiring 120/240/277V. When red is ener iZ light output will be / ( � � g p Availahlafnrall rnnfinnratinnt arrant Chart 4rm Wall fulnnnt fCW1 Cinnla Dnla 6rlanfa. fCdl i ° _. __._._. _.. _ . ,_._-._. - _. _............... .... ........7. ..., wP,., , ,., a o eve. SURGE PHOTOCELL PROTECTOR BLACK BLACK �1 4 114mm Y," p C1 O ;' I 611Jib 1 ! - [ C I 11 R3 Optics / 1024S1 LED 15000K CCT I Catalog t DSC4L-XX-LG4105-R3-50-120 Report #: LM-63-1995 � + �- / Delivered Lumens: 8393 �. Input naaWatts: 102VV LED Information Standard Power Electrical Specification (Type V Shown) Color Temperature 5000K 4000K 3500K 3000K Drive Current (mA) 1050 700 500 1050 700 500 1050 700 500 1050 700 500 PeifRrrrtante>' Delivered Lumens (Im) 8406 6023 4480 8094 580U 4314 7251 5146 3865 7540 5403 4019 Watta e(W) 102 68 50 102 68 50 102 68 50 102 68 SO Efficacy (ImlIN) 82 88 89 79 85 86 71 76 77 73 79 82 GREEN TProle - T CRI (Ro):072 ?MITE * WHITE �� N - O Pole Maximum candela of 4$91 at 65°from vortical. I _� ; FWA GREEN ' FROM O lGaau c vI.MF -. LIGOHTENGINE LINE TO fa «mvu i IES classification: Type III I � t �. - I c: � �,�`�-_ r li k• � \ Mounting Height: 16 9 m ---- ! FIXTURE-__,��/- �I --- - --_ g 9 (4. ) T� CORD HEAD BUG Rating: B2 UO Gi Power Factor: 0.992 ✓' } /`f RELAY - 1 POSSIBLE RED Total Harmonic Distortion: 6.82% 4TH AND US8 & Duplex Receptacle (REC3) (not shown) - 120V 15A duplex recep- USB & Duplex Receptacle (REC4) (not shown)- 120V 15A duplex L-+ 5TH ORANGE tocle with USB combination ports. (1) type A and (1) type C high power 5 receptacle with USB combination ports. (1) type A and (1) type C high 1 CABLE Amp, 5 Volt USB outlets. power 5 Amp, 5 Volt USB outlets. ,n:m-.,r„ca„aam awoas aim v;,rmlA,ya=m. wlaola,ro=s5 o�ra „u:u cvMwru,srtr:Jll With weather-proof, self -closing cover; located 36" (915mm) from base of With weather-proof, self -closing padlockable in -use cover; located pole, inline with handhole. Receptacle is intended only for portable tools or 36" (915mm) from base of pole, inline with handhole. Receptacle is other portable equipment to be connected to outlet only when attended intended only for portable tools or other portable equipment to be by operating personnel. connected to outlet only when attended by operating personnel. Selux Corporation ® 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 8 of 11 Selux Corporation 0 2016, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 9 of 11 Selux Corporation Co 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 10 of 11 Selux Corporation 0 2018 T 845-834-1400 800-735-8927 F 845-834-1401 www.s I x. In a continuingeffort to offer the best product possible, we reserve the right to change, without notice specifications or materials that 1n our opinion will Rev. 02/202U r 9 P r e u us page 11 of 11 p g 9 . P p not { ) In c continuing effort to offer the best product Possible, we reserve the right to change, without notice specifications or materials that !n our opinion will not Rev. 02/2U2U - 9 9 � P P { ) In a continuing effort to offer the best product possible, we reserve the right to change, without i specifications v 9 P P 9 g trece notice, spec ficatians d materials that 1n our opinion will not (Rev. -SS-v . al a continuing effort i Pr the r P ) o off. t I. best product possible, we reserve the right to change, without i r'i' alter the function of the product. Specification h r p tt out not ce s e specifications or materials that in r will Rex U` /2 sheets Found of wwwselux.us are the most recent versions and su sited II In 9 P 9 our opinion I wll not 1 D2U e a other printed or electronic versions. 9 P P4 alter the function of the r u 'H h P { ) p p DSC L_SS_v3.0 oil ct S ecl cations sets found at wwwselux.us are the most recent versions n r ,� in r p P and sups cede a" other pr" ted ar elect onic versions. DSC4L_$$ v3.0 alter the function of the product. Specification sheets found at wwwselux.us are t'ne most recent versions and supercede ail other printed or electronic versions. D$C4L_55_v3.0 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. DSC4L_$5_v3.0 SITE LIGHTING CUT SHEET - TYPE XB MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LANE, CHARLOTTESVILLE, VA 22903 Tel: 434-979.7550 Fax: 434.97M220 Client O'Connor Management, LLC 535 Madison Avenue 6th Floor New York New York 10022 USA Consultants Timmons Group LANDSCAPE ARCHITECTS 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 Third Street N. E. Charlottesville VA 22902 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA 16901 PHONE. (215) 230-6623 Phillips Graddick Engineering MEP ENGINEERS 500 Sugar Mill Road, Suite 105-A, Atlanta, GA 30350 PH0NE.(770) 650-9D61 P,I,TH OF r� W. III No. 14 c�F 08/1 4/20 r 1dU,, IT AR ARMITE PLAN SUBMISSION EU ``L� Vl W �-y� J W W N O L W U Z Cl) The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service includingq the Drawings and Spec fications and will retain alrcommon law, statuto and other reserved rights, including copyngrytFts. Submittal or distribution to meet official regulatory rec'uirements.or for other purposes in with connection this Project is not to be construed as publication in derogation of the Architect's or Archited's consultants' reserved rights. Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS 1 1 1 07/08Y2020 I ARB/SITE PLAN REVISIONS I 1 2 1 08/14/2020 1 ARB/SITE PLAN REVISIONS I MATCH EXISTING FIXTURES ADJACENT TO SITE DESCRIPTION The Galleria luminaires beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Galleria luminaire a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. The Galleria luminaires superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES Construction HOUSING: Formed aluminum housing with stamped reveal has interior -welded seams for structural integrity and is finished in premium TGIC polyester powder coat. U.L. listed and CSA certified for wet locations. DOOR: Formed aluminum door has heavy-duty hinges, captive retaining screws and is finished in premium TGIC polyester powder coat. (Spider mount unit has steel door.) Electrical BALLAST TRAY: Ballast tray is hard -mounted to housing interior for cooler operation. DIMENSIONS ARM MOUNT DIMENSIONAL DATA Optics REFLECTOR: Choice of fourteen high efficiency optical systems utilizing horizontal and vertical lamp orientations. Optional [sigh 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 Fight distribution. Standard with rnogul- 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 11" (279mm] 3-1/2" [89mm] 19-1/4" [480mm] 21-3/4" [552tnm] 6" [152ni 15" [381mm] 14" [356mm] 16" [406mmJ GSL 14-1/2" 279mrn [ ] 4-1/4" 108mm I ] 25-7/8" 657mm [ ] 27" 686mm [ ] 6" [152mm] 18-3/4" [476mm] 1 14" [356mm] 19-314" [502mm] NOTE: -rop cap used on GSM with I WOW flat glass vertically lamped cptics onry i Powering Business Worldwide McGraw -Edison 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" 159mm] n 3/4" (19mml Dia. Hole 2-1/16" [62mml 4-7/8" 1124mm) C (2) 5/8" [16mm1 Dia. Holes SITE LIGHTING CUT SHEET - TYPE XA-3 TYPE - XA-_I GSM/GSL GALLERIA SQUARE 150 - 1000W Pulse Start Metal Halide High Pressure Sodium ar�r�rr ARCHITECTURAL AREA LUMINAIRE ENERGY DATA CWA Ballast Input Watts 15OW MP HPF (185 Watts) 175W MP HPF If 98 Watts) 25OW MP HPF (283 Watts) rT 25OW HPS HPF (295 Watts) 40OW MP HPF (452 Watts) Or 40OW HPS HPF (457 Watts) 75OW MP HPF (820 Watts) 1000W HPS HPF 0100 Watts) EPA Effective Projected Area: (Sq. Ft.) [Without Arm] GSM: 2.40 GSL: 3.90 [Spider Mount] GSM: 2.86 GSL: 4.45 SHIPPING DATA Approximate Net Weight: GSM: 79lbs. (36 kgs.) GSL: 88 lbs. (40 kgs.) U �STFir g�9 �Y !' TD500016EN e4erirlE° April 5, 2018 8:44 AM page GSM/GSL GALLERIA SQUARE MOUNTING CONFIGURATIONS AND EPAS Wall Mount Arm Mount Single Arm Mount 2 @ 180° Arm Mount 2 @ 90° Arm Mount 3 @ 120' Arm Mount 3 @ 90' Arm Mount 4 @ 90° GSM: 2.9 GSM: 5.8 GSM: 6.8 lROund Pole Only) GSM: 9.2 GSM: 10.4 GSL:4.4 GSL:8.8 GSL:9.8 GSM:9.2 GSL:13.7 GSL:15.6 GSL: 13.7 ORDERING INFORMATION Sample Number: GSM-AM-400-MP-MT-3V-SG-BZ-L Product Fam- Mounting Method Lamp Wattage ° Lamp Type' Voltage 7 Distribution Lens Type Color10 ily' GSM=Galleria Arm Mount Pulse Start Metal High Pressure HPS=High 120V=120V 1F=Type I Formed 10 SG=Sag Glass AP=Grey Square AM=Arm Mount 2 Halide Sodium Pressure 240V=240V 2F=Type II Formed FG=Flat Glass BK=Black Medium AIS=Arm Included 150=150W 100=100W Sodium 277V=277V 2S=Type 11 Segmented t,13 is BZ=Bronze GSL=Galleria for Square Pole' 175=175W 150=150W MP=Pulse 347V=347V 3F=Type III Formed WH=White Square AIR=Arm Included 250=250W 250=250W Start 480V=480V' 3S=Type III Segmented Inn DP=Dark Large for Round Pole 320=320W 400=400W Metal MT=Multi-Tap 9 4S=Type IV Segmented ", "' Platinum Mount' 3511 750=750W Halide TT=Triple-Taps 5S=Type V Segmented ".12 GM=Graphite Spider Mount 400=400W s 1000=1000W FT=Forward Throw Metallic SM2=5 ider Mount p 750=75OW SL=Spill Light Eliminator 11 (3" O.D. Tenon) 1000--1000W c 12.0 SM3=Spider Mount CA=Cutoff Asymmetric w/EHS (3-1/2" O.D. AR=Area Round Tenon) AS=Area Square 3V=Type III Vertical RW=Rectangular Wide 10 Options (Add as Suffix) Accessories (Order Separately) Z0 F=Single Fuse (120, 277 or 347V) GSM-EXTHS=External House Side Shield - 2.24 EPA MA1014XX=2(90° Tenon Adapter for 3-1/2" O.D. Tenon FF=Double Fuse (208, 240 or 480V) GSL-EXTHS=External House Side Shield - 2.46 EPA MA1015XX=2@ 120' Tenon Adapter for 3-1/2" O.D. Tenon L=Lamp Included MA1004XX=14" Arm for Square Pole - 1.0 EPA 21 MAIIOMXX=3@90° Tenon Adapter for 3-1/2" O.D. Tenon EM=Quartz Restrike w/Delay " MA,005XX=6" Arm for Square Pole - 0.5 EPA MA1017XX=Single Tenon Adapter for 2-3/8" O.D. Tenon Q=Quartz Restrike " MA1006XX=Direct Mount Kit for Square Pole MA1018XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MA1007XX=14" Arm for Round Pale - 1.0 EPA 21 MA1019XX=3@ 120° Tenon Adapter for 2-3/8" O.D. Tenon EHS=External Adjustable House Side Shield MA1008XX=6" Arm for Round Pole - 0.5 EPA MA1045XX=4@90° Tenon Adapter for 2-3/8" O.D. Tenon HS=House Side Shield is MA1009XX=Direct Mount Kit for Round Pole MA1048XX=2@90° Tenon Adapter for 2-3/8" O.D. Tenon VS=Vandal Shield 'a MA1029XX=Wall Mount Bracket with 10" Arm MA1049XX=3@90° Tenon Adapter for 2-3/8" O.D. Tenon MA1208XX=11-1/2" Arm and Round Pole Adapter - 0.8 EPA MA1061=Mouse Side Shield for GSM - Field Installed 22 OA1066XX=Mast Arm Adapter MA1062=House Side Shield for GSL - Field Installed MA701OXX=Single Tenon Adapter for 3-1/2" O.D. Tenon OA/RA1016=NEMA Twistlock Photocontrol - Multi -Tap MA1011XX=2'_0180' Tenon Adlapter for 3-1/2" O.D. Tenon OA/RA1027=NEMA Twistlock Photocontrol - 480V MA7012XX=3@120' Tenon Adlapter for 3-1/2" O.D. Tenon OA/RA1201=NEMA Twistlock Photocontrol - 347V MA1013XX=44190° Tenon Adaipter for 3-1/2" O.D. Tenon NOTES: 1. Customar is responsible for engineering analysis to confirm pole and fixture compatibility for all applicators. Refer to our white paper WP513001EN for additional support information. 2.Arm not included. See Accessories. 3. Arm I" gin varies based on housing size: 11-112" for GSM and 14" for GSL. 4. Standard with mogul -base lamp sockets. Wattage availability varies by housing size, see wattage table. 5. Requires reduced envelope ED-28 lamp when used with GSM housing and flat glass vertically lamped optics. 6. Requires reduced envelope BT-37 lamp when used with GSM housing. 7 Consult an Eaton representative for lamp/ballast type/voltago compatibility. 8. Pulse stan metal halide 15OW 430V requires high reactance to meet EISA requirements. 9. Multi -Tap ballast Is 120120&2401277V wired 277V. Tripte-Tap ballast is 120J277/347V wired to 341V. 10. Medium housing fixture only. 11. Require reduced envelope lamps. 12. Not available in 1000W or large housings. 13. Must use reduced envelope lamp, not available in GSL housing. 14. RW optic not available with flat glass. 15. 1000W available only in reduced envelope, Not available in "RW" distribution. 16' Other finish colors available, including a full line of RAL color matches. Consult your lighting representative at Eaton for more information. 17. Quartz options not available with St. optics. 18. House side shield not available with 5S, RW, AS, AR, SL and CA optics. 19. Arm mount only, 40OW maximum. 20. Replace xx with color suffix. 21. Use for mounting fixtures at 90° increments. 22. Compatible with sag lens vertical optics only. Eaton 1121 Highway 74 Saath Peachtree City, GA 30259 Specifications and P 770-486-4600 d ensions subject 10 Powering Business Worlolarde wwweaton.c ,"A gating charge ,without notice. TD500016EN April 5, 2018 8:44 AM Schedule Symbol Label Image QTY Manufacturer Catalog Number Description Lamp Number Filename Lumens per Lumen ( attage Efficiency Distribution Polar Plot MOUNTING MOUNTINGLLF Notes Lamps HEIGHT 44 Lithonia RADB LED P3 30K SYM RADB LED P3 30K SYM DDBXD, 1 RADB_LED _P3_ 947 1 1 13.44 100% TYPE VS, 3'-6" AFE Lighting MVOLT DDBXD 3000 KELVIN, DARK BRONZE 30K SYM_DDB BUG FINISH XD.ies RATING: B1 - 0 B - U1 GO / r j'l Ptak. , ;^.4cr5 4 Lurninis Canada OC950-L1 L40-Rl5 Oculus 8" RECESSED WET (1) Nichia NFDWJ130B- 1 OC950-Ll L40- 3927 1 1 45 1000/0 Direct Type - 85'-0" AFE 0 C Inc. RATED DOWNLIGHT, 3000 KELVIN, DARK BRONZE FINISH V2L clw Philips- X1055CIBOV054BSJI @ R15. ies Downlight § 120.00V tl Man. 12437tn 131 LUMENPULSE LOGN-2W-48V-12-30K- CEILING MOUNTED BALCONY 1 LOGN-2W-48V- 165 1 Ill 1 22 100% 10'-0" AFE LIGHTING 10x30-CL-XX-SI RUN LIGHT, LINEAR SPREAD, 3000 12-30K-10x30- D LONGUEUIL, AT 48 VDC KELVIN, DARK BRONZE FINISH CL-XX-SIres QUEBEC n1s, ,n5'£oi 23 Gotham EV06SC 30/15 AR MD EVO 61N ROUND CYLINDER, 1 EV06SC_30_15 1288 1 1 14.7 100% DIRECT, SC- 20'-0" AFE E Architectural Lighting LD SURFACE CEILING MOUNT, 80 CRI, 3000K, 150OLM, MED _AR _MID _LD.ies 0=0.89, SC- 90=0 88 #.: DIST, CLEAR, MATTE DIFFUSE, 3000 KELVIN, DARK BRONZE (- J FINISH Pla,.. Iti -M 6 Lithonia WDGE1 LED P1 30K WDGE1 LED WITH P1 - 1 WDGE1 LED P 1161 1 1 10.0002 100% TYPE 11, 11 AFE Lighting 80CRI VF PERFORMANCE PACKAGE, 1_30K_80CRI_ VERY F 3000K, 80CRI, VISUAL COMFORT FORWARD OPTIC, VF.ies SHORT, BUG RATING: BO -; DARK BRONZE FINISH UO - GO 2 f, auem 8 Lurninis Canada CL345-L224W20 Lumistik CL345 Wall (M10CC84OD56N3S) 1 CL345- 1660 1 1 20.7 100% Type V, 10'4' AFE G Inc. White 20W SSL c/w Thomas Research Driver L224W20.ies Short - i LED50W-072-CO700-D @ 121 4 COOPER GSM-XX-250-MP-XX-2S- MEDIUM ARCHITECTURAL AREA 250 WATT PULSE- 1 GSM-XX-250- 2MIO 1 1 283 73% MOUNTING LIGHTING -FG LUMINAIRE -TYPE II START CLEAR ED-28 MP-XX-2S- HT. TO MATCH SOLUTIONS - McGRAW- DISTRIBUTION, 3000 KELVIN, DARK BRONZE FINISH HORIZONTAL BURN FG IES EXISTING FIXTURES XA-3 EDISON^_ '�'"- ADJACENT (FORMERLY SITE AND NOT EATON) �" 1sUsCo� TO EXCEED 20'-0" 9 SELUX DSC4L-X-LG4500-R3-30- Formed aluminum housing, 30 white LEDs 1 DSC4L-X- 4013 1 1 49.3086 100% MOUNTING Corporation -XX-120 specular reflector, clear glass I LG4500-R3-30- HT_ TO MATCH ens XX-120res EXISTING FIXTURES XB =''- 0 ADJACENT SITE AND NOT TO EXCEED 2O' 0' 42 WE-EF USA 615-7321 STI134 LED, Wall Luminaires / Mid Power LED, Warm 1 615-7321 _ies 112 1 1 5.6 100% 1'4' AFE Recessed STI1341P55:LED- White 5W/3K;ST1134LED, Wall LEDLUMENS=690.0Irn, Luminaires / Recessed, 3000 LEDs No=1, ® H Kelvin, Dark Bronze Finish TOTALLUMENS= 690.0 t.. Im, Tc=25 C LEDLUM ENS=112.3 Im, LEDs No=1, TOTALLUMENS= 112.3 Irn, Ta=25 C 3 WE-EF USA 675-5876 FLB141 LED T4, RAIL66 FLB141 6 LED, Warm White - 6 675-5876.ies 305 1 1 21 100% 10'-0" AFE [W] IP66:LED- 120 angle of beam 6118W/3K;FLB141 LED T4, LEDLUMENS=390.0 Im, 3000 KELVIN, DARK LEDs No=6, ElRAIL66, BRONZE FINISH TOTALLUMENS= 2340-0 n, Inn, Tj=85 C LEDLUM ENS=305-2 Im, LEDs No=6, 4 :d TOTALLUMENS= 1831.0 Im, Ta=25 C 2 WE-EF USA 667-4320 FLC240 LED, Projectors FLC240 24 LED, Warm White - 24 667-4320.Ie5 246 1 1 55 100% 76-0" AFE [Ml IP66TED- 120 angle of beam 24/48W/3K;FLC240 LED, LEDLUMENS=271.5 Im, Projectors, 3000 KELVIN, DARK LEDs No=24, BRONZE FINISH TOTALLUMENS= 6515.0 Im, Tj=85 LEDLUM ENS=245.9 Irn, LEDs No=24, ate. rrs:r�; 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-O" AFE Surface Mounted PLS420 [A60] 120 angle of beam IP66:LED-6/18W/3K;PLS420 LEDLUMENS=390.01m, LED, Wall Luminaires 1 Surface LEDs No=6, K Mounted, 3000 KELVIN, DARK TOTALLUMENS= 2340.0 BRONZE FINISH Im, Tj=85 C LEDLUM ENS=213.7 Im, LEDs No=6, TOTALLUMENS= 1282.3 Im, Ta=25 C 24 LUMENPULSE LXTD RO-120-48-30K- LUMENCOVE, 3000 KELVIN, 1 LXTD RO-120- 871 1 1 19 100% 22'-0" AFE M XX-XX DARK BRONZE FINISH 48-30K-XX- XX-Tes 180 LEDI V4-OUT-30-SB Inspire V4 Outdoor 3000K Super 2835 1 V4-OUT-30-SB- 181 1 1 4 100% 12'-0" AFE, Bright LED Tape Light - 1 Foot 1 FT-typeC.ies AND 38'-0" N Units for total of 180 linear feet. AFE 3000 kelvin, dark bronze finish t 1 , SITE LIGHTING SCHEDULE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Balcony + 4 3 fc 4.4 fc 4.1 fc 1 11 1.01 Calc Zone 1 + 4.5 fc 16.13 fc 0.0 fc N/A N/A Calc Zone 2 + 3-3 fc 6.8 fc 0.6 fc 11,31 5.51 Calc Zone 3 + 4.7 fc 10.1 fc 1.3 fc 7.81 3.61 Calc Zone 4 + 3.7 fc 9.6 fc 0.8 fc 1 Z O 1 4.61 Calc Zone 5 + 2.1 fc 77 fc 0.0 fc NIA N/A Calc Zone 6 + 0.2 If; I.9 fc 0.0 fc NIA NIA Calc Zone 7 + 0.2 fc 0.3 fc 0.0 fc N/A N/A Calc Zone 8 + 02 fc 1.9 fc 0.0 fc N/A NIA Calc Zone 9 + 0.4 fc 6.7 fc 0.0 fc NIA N/A Calc Zone 10 + 1.6 fc 4.0 fc 0.1 fc 40,01 16.01 Calc Zone 11 + 5-2 fc 14.8 fc 0.0 fc N/A N/A Calc Zone 12 + 2.6 fc 16.0 fc 0.0 fc N/A N/A Calc Zone 13 + 1.1 fc 8.8 fc 0-0 fc N/A N/A Calc Zone 14 + 3.3 fc 3.5 fc 3.1 fc 1.1 1 1.1 1 Calc Zone 15 + 1.2 fc 4.2 fc 0.0 fc N/A NIA Calc Zone 16 + 1.3 fc 6.8 fc 0-0 fc N/A NIA Calc Zone 17 + 1.0 fc 1.8 fc 0.0 fc N/A N/A Calc Zone 18 + 1.5 fc 3.2 fc 0.1 fc 320 1 15.01 Calc Zone 19 + 0.8 fc I.6 fc 0.1 fc 16.01 8.0 1 Calc Zone 20 + 1.5 fc 6.5 fc 0.0 fc N/A NIA Calc Zone 21 + 1 6 fc 6.4 fc 0.0 fc N/A N/A Calc Zone 22 + 1.0 fc 4.1 fc 0.0 fc NIA N/A Calc Zone 23 + 1.4 fc 5.7 fc 0.0 fc NIA N/A Calc Zone 24 T 0.9 In 3.7 fc 10 fc N/A NIA SITE LIGHTING STATISTICS TABLE FAI A 2 L 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 606 Preston Avenue, Suite 20D Charlottesville, VA 22903 PHONE (434) 295-5624 Dunbar, Milby, Williams, Pittman and Vaughan, PLLC STRUCTURAL ENGINEER 110 Third Street N.E. Charlottesville, VA 2291 PHONE 434) 293-5171 Integrated Aquatics Engineering POOL CONSULTANT 75 Shewell Avenue Doylestown, PA'18901 PHONE. (215) 230-8823 Phillips Graddick Engineering MEP ENGINEERS 500 Sucar Mill Road, Suite 1 D5-A, Atlanta, GA 3D350 PHONE (771650-9061 NLTH OF f� O W, W. 14 08/14/20 U <sc�PE, ARB/SITE PLAN SUBMISSION U 0 _� v/t!��� m U) J ty LO UJ N 0 L O � LL UJ U Z 0 Cl) The Architect and the Architect's consultants are the authors and owners of their respective Instruments of Service including the Drawings and Specifications, and wilt retain a[f common taw, statutory and other reservedrights, Including copyi Is. Submittal or distribution to meet official regulatory re Irements or for other purposes in connectionwwi this Project Is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights Drawings and Specifications are 02019 by Mitchell Matthews Architects & Planners. DO NOT SCALE DRAWINGS SITE LIGHTING CUT SHEETS PROJECT 1814 DATE May 21, 2020 REVISIONS MARK j DATE 1 DESCRIPTION 1 07i08l2020 ARBISITE PLAN REVISIONS BOND STREET HYDRAULIC ROAD 6 STORIES 6 STORIES 7 STORIES 8 STORIES INGLEWOOD DRIVE DISTRICT AVENUE [ MA � �� S ORIERCNII ECTS � I'LF11�11�'EF�S CH AfLT(J"I"rswiLa VA 434.979.7SSti 2013 BLDG OVERLAP AT SLOPING GRADE (@ District Avenue)