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SDP201900047 Plan - Revision Final Site Plan and Comps. 2020-02-14
UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL SITE DATA: TAX MAP PARCEL 03200-00-00-01800 UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 03200-00-00-018BO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 PARCEL AREA: 25.92 AC ADJACENT PARCELS: 03200-00-00-01700 GOLD LEAF LAND TRUST NO 3, WENDELL ZONING - LIGHT INDUSTRY DB 1745 PG 696 03200-00-00-018AO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 03200-00-00-006RO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 4957 PG 692 LIMITS OF DISTURBANCE: 8.11 ACRES ZONING: PD-IP (Cat. I or II) PROFFERS: ZMA2005-3 OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC)., AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540) 885-0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: LOOP ROAD: 10 FT MINIMUM SIDE & REAR: N/A PERMITTED BUILDING HEIGHT: 65FT MAXIMUM PROVIDED BUILDING SETBACKS: LOOP ROAD: 20.57 FT SIDE & REAR: 88.77 FT (SIDE), 206.81(REAR) BUILDING HEIGHT: 28' (MAX - BOTTOM OF PARAPET ALONG THE MAIN ENTRY) 32' (TOP OF PARAPET ALONG THE MAIN ENTRY) 19.5' (AVERAGE) BUILDING SQUARE FOOTAGE: 72,423 GROSS SF; 5,353 SF FUTURE 10 BED EXPANSION PROPOSED USE: PUBLIC USE: HOSPITAL FINAL SITE PLAN SUBMISSION COUNTY OF ALBEMARLE, VIRGINIA KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 (434) 296-6942 KIRK HUGHES, L.S. OCTOBER 2017 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.51 ACRES KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION. WETLAND IMPACTS UTILITIES: ACSA APPROVAL LISTED UNDER VWP GENERAL PERMIT AUTHORIZATION NUMBER WP4-19-155. IN ASSOCIATION WITH STATE PROGRAM GENERAL PERMIT (17-SPGP-01) AUTHORIZATION VWP PERMIT NUMBER WP4-19-1555, WP3-18-2016, WP2-19-0234 [ENCOMPASS HEALTH HOSPITAL, LEWIS AND CLARK DRIVE EXTENSION, FIRE RESCUE #12 SEWER LINE EXTENSION, ALBEMARLE COUNTY, VIRGINIA] DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER PARKING REQUIRED (PER HOSPITAL): (70+10 FUTURE) BEDS = 2 SPACE/BED = 160 SPACES 20% OF SPACES TO BE ADA ACCESSIBLE = 32 SPACES TOTAL SPACES REQUIRED = 160 TOTAL PARKING PROVIDED: 128 REGUALR SPACES 32 ADA ACCESSIBLE (10 VAN) TOTAL PROVIDED SPACES = 160 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION INFORMATION: 80-BED HOSPITAL USING ITE LAND USE CODE 610, ITE TRIP GENERATION MANUAL 10TH EDITION DAILY TRIPS: 1,786 AM PEAK HOURS: 147 TRIPS (106 ENTER, 41 EXIT) PM PEAK HOURS: 151 TRIPS (42 ENTER, 109 EXIT) UTILITY DEMANDS: WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 14,000 GPD AVERAGE DAILY DEMAND = 14,000 GPD AVERAGE HOURLY DEMAND = 14,000 GPD / 24 HOURS = 583.33 GPH MAXIMUM HOURLY DEMAND = 583.33 GPH X 300% = 1,750 GPH PEAK HOURLY DEMAND = 1,750 X 150% = 2,625 GPH 2,625 GPH / 60 MIN = 43.75 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATE TOTAL = 14,000 GPD :I�IdCL�ri 5/6/2019 s CAMELOT 646 1515 ze LAKE ACRES s5o MCMURDO FOXTROT ONE HANGARS Vic° CONDOS, NORTHSIDE Charlottesville INDUSTRIAL PAR V Albemarle P I N E R I D G E Airport © SITE O LOCATION AIRPORT ACRE 1505 D E E R W 0 0 D o ® TERRYBRO Target Q FOREST RIDGE JEFFERSON VICINITY MAP 1"= 2000' DEVELOPER: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL, LLC C/O UVA FOUNDATION, C/O CHRIS SCHOOLEY 3600 GRANDVIEW PARKWAY, SUITE 200 BIRMINGHAM, AL 35243 CONTACT: ELIZABETH MANN TELEPHONE: (205) 970-7850 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JOHN HASH, P.E. TELEPHONE: (434) 327-1691 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 LIGHTING DETAILS C1.5 LIGHTING DETAILS C1.6 LIGHTING DETAILS C1.7 LIGHTING DETAILS C1.8 LIGHTING DETAILS C2.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN C6.3 STORMWATER FACILITY EASEMENT C7.0 WATERLINE & SANITARY PROFILES C7.1 STORM PROFILES C7.2 STORM PROFILES C7.3 STORM PROFILES L1.0 OVERALL LANDSCAPE & MITIGATION PLAN L2.0 LANDSCAPE PLAN L2.1 LANDSCAPE PLAN L3.0 LANDSCAPE NOTES AND DETAILS E1 SITE PHOTOMETRICS E2 SITE PHOTOMETRICS # OF SHEETS = 35 RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS) APPROVED TOTAL BUILDING PROJECT NAME YEAR ACREAGE BUILDINGS (SF) CONSTRUCTED (SF) MICROAIRE (164 EDLICH DR) 1995 4.9 46,889 46,445 MOTION CONTROL (4040 LEWIS & CLARK DR) 1996 4.0 30,462 30,450 PRA (4105 LEWIS & CLARK DR) 1998 6.0 80,000 80,388 TOWN CENTER ONE 2000 4.7 69,900 70,974 BIOTAGE ( 1725 DISCOVERY DR) 2002 7.1 50,000 50,656 ETC ( 1670 DISCOVERY DR) 2002 2.6 42,388 41,778 TOWN CENTER TWO 2006 4.3 83,666 82,068 TOWN CENTER THREE 2008 4.7 89,814 85,392 TOWN CENTER FOUR 2016 6.8 108,568 ENCOMPASS 2019 8.9 71,848 TOTAL 54.1 673,535 488,151 ACREAGE APPROVED GSF DEV.GSF CAPACITY 307.0 3,700,000 3,700,000 DEVELOPED/ SOLD 54.1 673,535 488,151 TOTAL REMAINING 252.9 3,026,465 3,211,849 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE h� Lic. No. 31371 02-14-2020 ,�c�k,' 0 �1�'" tnNAL M E O O U N � N O Q O > E w GE U � � 0 U_ o w O ra ,-, cl� W = M a J U 00 J - - W H a_i p N C7 Uj Ntn IQ- O x <_j Q - (n = N Q = U � N c U) rn O N � M 0- 00_j S Uj UO 0 0 0 III > w U Q z 0 4 > 0 r z 0 W W W 0 Z Z Z 000 � >_ p O O O U U U z � O U a a. a. w W W W C11- ck� ck� DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. Q I -I V / 0 1 z 0 I� I -I 1 4 W j T< + ~ z W o w � w J O `= Q U 1 w m J a LLB JOB NO. 43266 SHEET NO. C0.0 0 c U C 0 0 3 Q) 0 0 cn n 0 cn f 0 m m Q .s 0 0 3 0 0 �o E D_ U o _0 0 .2-0 m � U o N o N - m U a2 c0 M(n N 0 � U 0 0 n .- U) 2 ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH -� CENTERLINE OF DITCH {� BENCH MARK CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1O PARKING COUNT SEWER -S� EXISTING SANITARY SEWER S-SAN-0--SO PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL 6" W 1 6" W iTi 6" W ACSA GENERAL WATER & SEWER CONDITIONS WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES J U N E 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END 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. DRY POND MAINTENACE & INSPECTION SCHEDULE RECOMMENDATIONS FIRST YEAR MAINTENANCE GUIDELINES: SUCCESSFUL ESTABLISHMENT OF DRY DETENTION BASINS REQUIRES THAT THE FOLLOWING TASKS BE UNDERTAKEN IN THE FIRST YEAR FOLLOWING INSTALLATION: • IMMEDIATELY AFTER THE DRY EXTENDED DETENTION BASIN IS ESTABLISHED, THE VEGETATION WILL BE WATER TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS) • NO PORTION OF THE DRY EXTENDED DETENTION POND WILL BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION TO ESTABLISH THE VEGETATION • THE VEGETATION IN AND AROUND THE BASIN WILL BE MAINTAINED AT A HEIGHT OF APPROXIMATELY SIX INCHES ROUTINE MAINTENANCE GUIDELINES: DRY DETENTION BASINS MUST BE INSPECTED TO ENSURE THAT THEY OPERATE IN GOOD WORKING CONDITION IN ACCORDANCE WITH THE APPROVED DESIGN AND SPECIFICATIONS. ITEMS IN NEED OF REPAIR MUST BE IMMEDIATELY ADDRESSED. ROUTINE MAINTENANCE TASKS FREQUENCY REMOVE DEBRIS AND TRASH AS NEEDED OUTLET/INLET INSPECTION AND CLEANOUT ANNUALLY BANK MOWING AND INSPECTION/STABILIZATION OF ERODED AREAS AS NEEDED TO MAINTAIN 4"-9" HEIGHT FOREBAY INSPECTION AND CLEANOUT ANNUALLY, REMOVE SEDIMENT EVERY 7 YEARS OR WHEN SEDIMENT VOLUME EXCEEDS 50% OF STORAGE VOLUME CHECK POND DEPTH ANNUALLY, REMOVE SEDIMENT AS NEEDED REMOVE WOODY VEGETATION ALONG EMBANKMENT ANNUALLY INSPECT FOR AND REPAIR STRUCTURAL DAMAGE ANNUALLY INSPECT, EXERCISE, AND REPAIR ALL MECHANICAL DEVICES ANNUALLY REPAIR BROKEN PIPES AS NEEDED REPLACE RIPRAP THAT HAS BEEN CHOKED WITH SEDIMENT AS NEEDED COUNTY OF ALBEMARLE Department of Community Development 1 IaciN«F Construction Record Drawings (As -built) for VSMP GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the 1. construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. 2• B. The name and address of the firm and individual preparing the drawings on the title sheet. 3. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 4. 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 5. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with eo-coordinates of all facilities. p g 6. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey 7. of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required 8. for alterations from the design. 9. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the 10 installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 11 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 12 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 13 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements Provide copies of recorded documents 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 1' 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 2• 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 3. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT 1. OWNER SHALL INSPECT OUTFALL ORIFICE AT LEAST ONCE EVERY SIX MONTHS, AND REMOVE DEBRIS AS NECESSARY TO ENSURE FLOW IS NOT IMPEDED. 2. OWNER SHALL CLEAN SHORELINE AT LEAST ONCE PER YEAR TO REMOVE TRASH AND FLOATABLES. 3. OWNER SHALL SHALL REMOVE SEDIMENT FROM FOREBAY AT LEAST ONCE EVERY FIVE YEARS. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF T00AM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes l . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT 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 ita the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class IIl, 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ,TH op�N Lie. No, 31371 02-14-2020 p lwS IONAL M !_ O o N Ui N � Q o > E w E ~ U Q �! w o 0 LL L w O rp Of W M a J U CO W J -� a > o N Ur LY N �x O J w of� UJ 0 Q (j) � N = U > LR Q . CU') rn O N a i M a,I- CO JLU D 0 0 0 w _ U Q z 0 D 0 CL O (A Z 0 I �I W W W 0 coo of z w 0 0 0 z O W W W W j j W W W cl� ct� Q� DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 3. HASH SCALE N.A. L�J H Q I -I 1--1 _l m Q �--� Q'a w w on w 66 J Z Q v) w W J m Q Q O w z no V r) V ) Q O U Z LU \Q JOB NO. 43266 SHEET NO. C1.0 L_ 0 0 Q 3 c T o_ O m 0 N O N N 0 0 a a) 6 a CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CUB CG-3 IN LINEAR GENERAL NOTES: DETECT/AB E WARNING SURFACEHEN REQUIRED (CG-2R(AREA IN SQUARE YE RDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 11/2" 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED �'rn 12;1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12:1 MAX �:tiejT,,�.1ac CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHYDRANTS, DROP VEHICLEILETS, ETC. LINES,SACCESSIBLE ROUTIES NG PROVIDELIGHTOAESCO NT, FIRE INUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL e ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. i 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12 1MAY, THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �Rv THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX, PERPENDICULAR TO THE CURB. 5' MIN X *- _ 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK °aa,:r. TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT X .2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT .YC.X , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME in 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.a" C-C tO CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -+� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH g THE BACK OF CURB. - 0 0 0 0 O 0 0 0 0 0 0 0 - O - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '. LANDING RAMP + O o -Ysri :d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv r'` '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB _I 0.9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BAST E DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �V DOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 2016 ROAD & BRIDGE STANDARDS SEE ROAD PLANS MAX. 6'-0" MAX.6'-0" GRIPPING RAIL FOR RETAINING HR-1 41/2" O.C. )/4" NPS PIPE PICKET 1 WALL DETAILS. 1�1/e" O.C. 5/e" SOLID PICKET MAX. 6'-0" MAX. 6'-0" '12" DIA. SOLID STEEL SMOOTH NO ROD ROU I I _ 1" STANDARD(PPE) OR I /i%(I I I I ILJ GROUNDING I I ELECTRODE ANCHOR RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1' 3" MAX. BOLTS 4" O.C. (TYP ) 30 FEET. V-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPEM=WJ12"RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS : Y4" MIN. NPS 0.05" O.D.) SCHEDULE 40 PIPEr/7 3MAX. OR " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) i0 SEE ROADWAY PLANS "1 2" min. 12" OR TYPICAL SECTIONS MIN CONCRETE STEPS FOR DISTANCE TO tI/p" NPS SCHEDULE 40 PIPE I POSTS : 1/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHRED GRIPPING RAIL RAILS : V/z' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING 12 ELECTRODE HR-1 TYPE I HANDRAIL 21/4 mr"' MIN' (FOR USE ALONG STEPS) NOTES %" SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL SMOOTH ROUND ROD ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL T12ANftCHORR ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO THAN 5 PERCENT. WITH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. RAILOWILLRBETER INCIDENTAL TO COST OF (FOR USE WITH TYPE II & III RAILINGS) THE RAILING. TOCOACDHEVEEA UNIFORM COATING ON ALLSURFACES VENTINGAND DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0"MAX. 6'-0" ASTM A563,AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 41/2" O.C. Y4" NPS PIPE PICKET 4" SEE ROAD PLANS FOR RETAINING HE 4. A CMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/s" Q.C. 5/e" SOLID PICKET 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I I I 8 GROUNDEDRAILINGS SHALL BE EFFECTIVELY GROUNDING MATERIALS INSTALLATION TO BE INACCORDANCE WITH ST'D. FE-6. 9 AVAILABLE IN LIEU I OFODESIGNWGYAND FABRICATINGRAILING THE RAILING. DOCUMENTATION FM ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. V-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS 3/4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 5 " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE IT MIGHT BETO ANY VEHICULAR FORRVEHICULR RO ECTONTSTANDARD GUARDRAILIMPACT SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 705 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS B PICKET: Z5/8"x19GA POST: �2"x16GA s 3 16 2" T L- } NOTES: 1. FENCE SHOULD HAVE POWDER COATED BLACK FINISH 2. REFER TO FENCE MANUFACTURER FOR SPECIFIC FENCING DETAILS METAL FENCE DETAIL No Scale 96 Z' I RAIL: 1 931" z13"x18GA 431-i" 48" 16 24" 2 6" 2" 3 - CG-12 A #5 DOWELS, 8" LONG I PERMISSIBLE AT 12" C-C 5' MIN. JOINTTRUCTION 12:1 MAX jl` z 12:1 MAX N RAMP RAMP rccc TARI cI rccc TAFI Cl J A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5' 0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 �1MA 20:1 48 1 MAX 2'MIN. SECTION A -A PERMISSIBLE 1 CONSTRUCTION < JOINT 0 <.ru0 SECTION B-B 5' MIN MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK II qor� A�DING AREA II 0� OUTSIDE OF TRAVELWAY CROSSWALK CURB °' SHALL BE PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CROSSWAUk SEE SHEET 1 OF 5. s. WITHIN THE MARKED 4i,• i y CROSSWALK AREA. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ' * ' CURB IS LIMITED TO 15 FEET, REGARDLESS OF THE 4' BUFFER STRIP SLOPE. AT INTERSECTION s's1DEWALK 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 1 10 15 6 1 14 15 VDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 BOLLARD DETAIL No Scale WITHIN CROSSWALK LANDING 4841MAX. DIAGONAL PLACEMENT SLOPE LANDING 48:1 MAX. LANDING 48:1 MAX. SLOPE SLOPE CURB 5' MIN = CURB MAX. o� T CROSSWALK CROSSWALK wzt (IT1 � n Mox GRAS GRASS CONCRETE CURB II N II CURB WITH BUFFER STRIP WITHOUT BUFFER STRIP CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 - METER STEEL FILLED WITH �RETE. BOLLARD L BE PAINTED OW PAVEMENT 2'-0" DIAMETER :;ONC. FOOTING EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) `_ 3" CONCRETE COLLAR � CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST TOP OF CURB VDOT STANDARD CG-2 CURB No Scale 2" R �4" d _ 4" R=2" VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CONIC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE 111.1, d 4 a 74 „ 4 4 4 4 d � d 4 4 a a 4" MIN. 6" 6" 2'-0" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale " ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) CDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% a o 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 7-1/2" ANCHOR WITH 5/$" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale ITH 0.5' FROM EP OR FACE OF CURB CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) F/// PAINTED 18, PER 2% MAX. -4„ VDOT SPEC. 11 8' 5'8' 81.1. 8' TYPICAL VAN ACCESSIBLE ` ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale m FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE RESERVED RESERVED PARKING PARKING PENALTY PENALTY $M-$5WRE $W-$5WFINE TOW AWAY ZONE TOW AWAY ZONE -T VAN 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale ".5" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A INTERMEDIATE BASE COURSE - BM25.OA " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2" a d 7" 4,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 4" TYPE 21-B STONE COVER COMPACTED SUBGRADE (CBR 11.2 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale TOP OF CURB FLUSH CURB No Scale 6" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB �rVH 0p I� Lie. No, 31371 02-14-2020 rSIONAL M E 0 0 CT U N Ln N O > E W E a ~ Lu On > U QLL LL 0 LL O w O rp of W re)a _j U 00 W J - Ln a> o 1.4 N Ur Lu N z 11.- 'I- X Q �O�// < Y- 0 _ N N = U > � O N Q) M 0- CO J am O U-)I U-)I W I \ N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. JOB NO. 43266 SHEET NO. C1.1 O Q N 0 0 3 0 0 Q 0 0 0 m Q `o G) O 3 c N d zi0 o C3 z o0 :2 2E 02 C (o 5 E_ - O C: CO U) c 0- O 0= o� � 3 z rn 02 SQ x o Y Qy .3 Q� N U NC O a)U �N I = O o E � D_ U m o y� U o E m .o U i 'n Cm �o O U 0 O Qy � .E L 0 Q 3 m Q T 4 0- 0 v M 0 N O v (V c 0 0 d NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B ODODO STANDARD MH-1 THEETOP OF MASONRY IS TO BE LEFT a FRAME &COVER SUFFICIENTLY LOW TO PERMIT PROPER '° a ADJUSTMENT OF COVER AND FRAME TO a GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. Q as 8" MIN THICKNESS GUIDELINE 2'-0" ., IF a „ ,. a z0 °• (5 W C?wa O 6 ANGLESER a M m~ _1 FLAT SLAB TOP AS DETAILED N ON STANDARD T-MH-2 MAY B) ARIABLE 0° - 360° TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR _ N� ' �. SUBSTITUTED FOR TAPERED ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE or �a SECTION WHEN APPROVED BY THE ENGINEER. PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ° TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ST'D. ST-1 SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. A Vz" 15" A 4'-0" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS a ; , \ \ (6" MIN BASED ON w a� g!� BEVEL 45° WATERTIGHTJOINT r o o_j MANUFACTURING REQ.) �w (CORRUGATED HDPE SHOWN) i < 4" MIN aow r' p L00 F- Ln (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: y N a I - 4" -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, o o ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC GRATE OPTIONS LOAD RATING PART # DRAWING # THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PEDESTRIAN MEETS H-10 1299CGP 7001-110 202 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, STANDARD MEETS H-20 1299CGS 7001-110.203 CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D23SOLID COVER MEETS H-20 1299CGC 7001-110-204 21. PEDESTRIAN BRONZE N/A 1299CGPB 7001-110-205 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DOME N/A 1299CGD 7001-110-206 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT •� BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 i PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX (770) 932-2490 SPECIFICATION SEE DRAWING NO.7001-110-065 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www.nyloplast-us.com 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT TITLE ANY INFORMATION REFERENCE HI ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL), MANUFACTURE OF ANY CONTAINED HEREIN, HI N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 03-11-16 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 302 ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PERMISSION FROM NYLOPLAST. ©zais v oP nsT DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110.189 REV E NOTES: B-1, B-2 1. CONTRACTOR SHALL REFER TO THE HEAVY DUTY CONCRETE SECTION DETAIL ON SHEET C1.1 FOR CONCRETE PAD SPECIFICATIONS NOTED BY CITYSCAPES r r r ////.1====■ wz%, iiiii l ■ _- 1 • MEN 0 • •- • • HALF PLAN VIEW MH-1 DI-1 V2 SECTION CAST IRON -�I� Vz SECTION STEEL NOTES 2'-7" LUGS TO BE V-31 " L 2V2" x 2V2' x II/ B rn A -- N n t .}• N LLrn 9V „ 2,-7„ 9V „ 4'-2" PLAN CAST WITH COLLAR 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10'USE r STANDARD DI-1A B B A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I � WILL BE MEASURED FROM THE INVERT OF A CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE i. IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL BRACE RIBS 43.6 LEIS I CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS (CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE V2" x 1V2" x 4"J I V2" x 4" STRUCTURE. LUGS 9V„ STUD SHEAR 4 IN THE EVENT THE INVERT OF THE (GRATE REMOVED) 12 z CONNECTORS OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A W TH CEMENT MORTARHTOL PREVENT ED 41T0" 1 SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING N COLLAR DETAIL " MIN RAISED V2 AND PLACING ALL MATERIALS 2Vz LETTERING INCIDENTAL TO INLET SHAPING IS TO BE NCLUDED IN THE BID PRICE FOR THE STRUCTURE. HALF SECTION A -A 5. STEPS ARE TO BE PROVIDED WHEN H IS (WITH FRAME AND COVER REMOVED) DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE BRICK CONCRETE CAST IRON ONLY DETAIL B STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. NOTES 1. QUANTITIES SHOWN ARE FOR MANHOLE 4'-2" 2'-7" HARDWARE CLOTH 2 '-6" T-3" SEE DETAIL B I I 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT WITHOUT PIPES. THE AMOUNT DISPLACED 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT BY PIPES MUST BE DEDUCTED TO#68 #78 OR = SETTLEMENT IN LIEU OF DOWELS TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2,747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 1 0.970 1 4.903 16 3.4 1 0.970 1 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. w w W W #8 x 6" WIDTH MMMM N A 2"X4" NOTCH MAY BE PROVIDED. 2. A BASE THICKNESS OF 9" WAS USED IN Dp•D a n- a s p T_ a a a a D SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. COMPUTING CONCRETE QUANTITIES. = = = = D D D COLLAR WEEP HOLE N ;� L) ES 3. INCREMENTS TO BE ADDED FOR EACH • SEE NOTE x z MUM j 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH /4" MESH ADDITIONAL FOOT OF DEPTH. z z z 12" iv OR GALVANIZED STEEL WIRE, MINIMUM 4. MATERIALS MAY BE BRICK, CONCRETE OR iv ;12"-15"-18" OR 24" � `� p " _ WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. N N iV TO THE OUTSIDE OF THE STRUCTURE. M D 5. IF BLOCKS ARE USED THE MINIMUM p D p , 9. CAST IN PLACE CONCRETE IS TO BE THICKNESS OF SAME IS TO BE 5". D D A . p D CLASS A3 (3000 PSI). PRECAST OTHER THICKNESSES ARE TO CONFORM D CONCRETE IS TO BE 4000 PSI. TO WALL THICKNESS SHOWN FOR CONCRETE. 1V2,' SECTION A -A 1"I_I� �I -�� 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE 6. ALL CONCRETE TO BE CLASS A3. SEE DETAIL B I` MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT LUGS AS SHOWN HEREON. INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU. YD. CONCRETE 1V4" 3i4" 7 CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ALL DIM THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE OCATION OF ET TTERING MAY GRATEBYS. LMANUFACTURER. ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARY SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ADDITIONAL COO GRATE DETAIL TDOFEDEPTH. \VDOT XVI]OT SPECIFICATION M AN H 0 L E F 0 R 1211 - 4 811 PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE MAXIMUM DEPTH (H) 10' 233 2. PROPOSED ENCLOSURE SHALL UTILIZE A VERTICAL PLANKWALL & MADISON GATE. COLOR TO BE SEQUOIA OR APPROVED EQUIVALENT. WEEP HOLE (AS REQ'D.) 3. CONTRACTOR TO REFER TO MANUFACTURER FOR ALL REQUIRED INSTALLATION DETAILS & SPECIFICATIONS. I , (n ' UJ W O O O O J J Z Z W W � 0 - D GO m C7 w Q O 0 C' FOUNDATION -1 CD Z "A" DETAIL b (TYP. 11 PLACES) m (n J O m U) Ld Q O O O J (� O0 W W J X CO 00 J O Z U1 ��0 FOUNDATION DETAIL "B" wm() (TYP. 9 PLACES) wN Ln I i� z T.B.D. 5'-6' 5'-6" 816„ 8„ ® ON m O 1' SEE FOUNDATION DETAIL "A" O SEE FOUNDATION DETAIL "A" ® O 4" SCH. 40 PIPE 48" HIGH (BOLLARD)CONCRETE FILLED ® (7 PLACES) OPTIONAL ® O SEE FOUNDATION 5" SCH. 40 PIPE O DETAIL "B" (TYP. 9 PLACES) 7' OR 8' HIGH (GATE POST) CONCRETE FILLED (4 PLACES) 1' 8„ 5'-6" 5'-6" 81 - J:A1 OG 1 99V1 OG 199.dwg. 1112GI2014 4:5G:52 PM. NCONDO DUMPSTER PAD & ENCLOSURE DETAIL No Scale CONCRETE PAD 7" ! o BOLT PATTERN (TYP. 9 PLACES) � U W rn � 12 ' Ci 3 w U i N o o a 0 z a W zf mN O L o z N > 0 C E 0 �o gig rQ F g L 2= s } oo 0 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-3A, 38, 3C EXPANSION KEYED EXPANSION JOINT 3'-10" FOR DETAILS OF INLET JOINT CONST. BARS D 3= APPROACH FRAME & COVER BACK OF SIDEWALK Y JOINT a (GUTTER (AS REQ', SEE STANDARD IC-2. i gAR G 2 WARPED WEEP HOLE (AS REQ'D.) BARS G 4" 4" 2" w OD GUTTER g BARS C a BAR C I ^ SUBBASE aoy +, _ y 2„ 6„„6-,6„ BARS B mul 2 - - - HARDWARE ww I ARS F I 11 a p N - IiI I •I w= # } w a^ °�� I - _ o w + BARS F I WEEP HOLE. 9�. ' I ?� 1 �1'. o� N I a M U) c o I SEE NOTE E STEPS I(AS REQ'D.) I I = �o 6- - x u_ 1 = w If .4 i I 1� ALTERNATE JOINT o I STEPS.ISE ° . , I I II BAR F BAR A NOTE 5 <: ... 1' DETAIL 11 II BARS D FACE OF CURB 8„ °... �.• GUTTER 2' 8" 8" y CR CK CONTROL JOINT CRACK CONTROL JOINT 4'-0" TIE D �I x I� x IE o �I x I� W MIN. 2 G PLAN 3 D SECTION A -A 6" x 6" - W5.5 x W5.5 WELDED MAX.. B-� WIRE FABRIC OR EQUIVALENT AREA A 10' MAX. KEYED CONS7. JOINT 7L-VARIABLE MAX. 2'-10" 2" WARPED GUTTER MONOLITHIC 2 2 0 8 2 6 B 8 3 0 x 2 APPROACH a4 4 FOOTING v BARS A GUTTER ° n / 00 N •' o , �D + 8"+2X+ 8"+2XX BARS G B'2 1 BARS F BARS E L B m 1 *3" DIAMETER BARS E DOGHOUSE WITH FOOTING 1 WEEP HOLE FRONT ELEVATION 8„ 1`8" 8„ BARS B NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION 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. "D" IS NOMINAL DIAMETER. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. ROAD AND BRIDGE TANDARDS SHEET 1 OF 1 REVISION DATE 103.11 BARS F - - - - - - (GUTTER REMOVED) 3' 0" 11/4„ L,_A 5X1/q" BENT PLATE SECTION B-B 8" 8" s.. N " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. 1/4 L2'/2"X2Vz"X'/4" GALVANIZED • . >. TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CG-6 STANDARDS. TYPE A TYPE B V2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO BE ANCHORED WITH '/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR.PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT * DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. J *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND - - - - - - - ONE PIPE EXITING STRUCTURE) x I x To FLOW FLOW I FLOW e T-0" 10 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION NVDOT SPECIFICATION STANDARD PRECAST BASE UNITS REFERENCE STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS 105 SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 08/10 NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM �{ 36" 4" 6" 18" 21" 48" 5" 6" 24" 27" 60" 5" 8" 36" 42" 72" 6" 8" 48" 5411 84" 7" 8" 60" 66" 96" 8" B" 66" 72" (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (5) ADAPTER ANGLES VARIABLE 00-3600 ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME N/A 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUTY 1801DI 7001-110-074 �rYH 0p I--r Lie. No, 31371 02-14-2020 lwS 0NAL M E O O M U N > E w Lu Q ~ :If 3: LL o Lw0 r`o� C� Lu L M Qa J U 00 Ll 1 J - In ry > p N (D Lu N� Z a) III-a� X 3�O 0 Q U.) =U > Info a c Ln rn O N � M d � 00 J C:) H U) O 2 O 2 H w > Lu 2 U Q Z O > Of 0 a O O 0 W 0 C) C) 0 z Q ELI Lu Lu CL CL CL C) C) C) Lu O 0) r1j Lu N 0 N _ ~ O DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. L 1- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04.03.06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065.TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 1\ylo last FAX (770) REVISED BY NMH PROJECT NO.INAME 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWNHEREIN ny/oplast use o TITLE ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-14-16 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ANY ANGLE 0° TO TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE E DRAWING NO.7001-1101-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7001.110.191 REV E PERMISSION FROM NYLOPLAST. ©zo a NnoPinsT JOB NO. 43266 SHEET NO. C1.2 T 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270°) 7 CU. FT. 18" rVALVE BO GRAVEL 1 6" GATE 36"MIN �'e � a VALVE 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST °� ' �'�0 UNDISTURBED STABLE SOIL. STEEL PIL . WHEN THE SOIL IS DISTURBED OR WH 3/4" THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 311' 5'0' 318' 2' 311' 5'0' 3'8' 3' 5' MIN, 10' MIN. 61 MIN, 4' 5' MIN. 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES ----- ---- ------I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG, W-7A SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ !NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH FRAME & COVER -SEE FIG. S-I-D, E STREET SURFACE OR -NON-PAVED AREA SLOPED AREA 7 41if::'.'.y 1'-0" MAX 2--0" RUBBER COATED STEEL STEPS e CAST IN PLACE e -- PRECAST REINFORCED CONCRETE t�.. SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3' 0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" Q 12"MIN 12"MIN MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIEE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH 2 TRANSITION OF FLOW BETWEEN •. p . INLET & OULET PIPE SHALL BE PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL_ MANHOLE WITH DROP CONNECTION N TS FIG. S-I-C 44" MIN. 60" _ I 36" a a a d 18 MIN. 17.5" 0 37" MIN. fWINGNUT LOCKING ASSEMBLY 12" MIN. (:1) u� T BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 1/2" METER N TS FIG. W-7B TD-15 VARIES VALVE BOX TO METER BOX (SEE FIG. W-1 THRU W-7E). o1 2" COPPER VARIES M.J. FITTING WATER MAIN 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"xV TEE. REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS C? TO DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE C?I O ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID u M.J. GATE VALVE WATER LINE I� T I I I _ I 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA THRUST BLOCK a a a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP No Scale IR FOR ALL BENDS 45' min H D 45' MIN �T� SECTION 1-1 1 ✓ 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 45' MIN BEDDING AS REQUIRED SECTION 2-2 45' max L 1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 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 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS No Scale (4) 1" (25mm) DIA HOLES 1 1/2" ON 32 3/4" (834mm) DIA 27 1/2" DIA [38mm] BOLT CIRCLE. [699mm] O O 26 1/4" DIA [178mm] [667mm] -L DIA [60606mm] 28 7/16" DIA I 5/8" [722mm] ~j [16mm] 36" DIA 26" O O [914mm] [660mm] 1 1/2" FRAME SECTION 13/16�. [38mm] [20mm] - - _f 2" (51 mm) LETTERS (RECESSED FLUSH) 1" [25mm] N I q 3 1 /8" 1/2- SP �Y ,� 3 13/16" [79mm] 13mm] 0 22 13/16 2 1 /8 [97mm] [579mm] [54mm] 0 25" 1 3/8" [635mm] 0 11/16" [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1 /16 X 5/8 X 1 1/2 1800" RUBBER PART# 00981045 S (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS SEW PICKBARS [5mm]2400" [41 mm] PART# 00981250 1/2 1 1/8" (29mm) DIA BOSS [6mm] [13mm] .63 DIA. STAINLESS STEEL ROD PART# 00981318 1.50 OD SS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. A, (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)SPARTT# 001 3585 R A A A II In1 r- r-r"1 A R Ar- n nn11rr1 LOCK LUG ASSEMBLY W J Z D. 4 Q 12" i I 0 N.T.S FIG S-I-E 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN FLEXIBLE CONNECTION --/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE _j CONNECTION BOOT " INSTALLED 2" BRANCH o y 1 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN N TS FIG. S-1-B EMB SPRII C NO. 68 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 (ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH N TS FIG. S-3 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 2'-0" a A RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12"" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING T - IT SEWER. A FILLETED INVERT FOR A SMOOTH a ° a °& 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. a . a:. SET DOGHOUSE BASE < ° EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL ° .,.a :� MIN. 12" CLEARANCE BE PREFORMED BY ° BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 12" THICK VDOT No. 68 STONE BEDDING 8"x8%16" AND 4"x8%16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE /WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCREI TO FLOW A MIN. 1'-0" BEYOND E OF STRUCTURE WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NC CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION �rYH Lie. No, 31371 02-14-2020 j �;S, C~ 6,61 ZONAL M E O O � v N 6 fV C >E 6E w Qu- o� ���A LU. w O ro W W W M IQJULri d� � N O O O N (J LYIt d O: X Ln Z 000 Z Z J�U oa =3 Lu o 000 _ � fV z O W W W �Ua"'• a a a O N ; C) C) Q Lu a v > j 00 J C:) H Ln O cD O Lu a)01 O O w Lu '_ F_ Q 0 N \ ti N Z O O DATE Un > 51612019 O DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. JOB NO. 43266 SHEET NO. C1.3 0 c n Gi N U c N 0 10 3 m N 0 Q Q c m 0 ro D 0 r m m o_ 0 m 0 3 c L N.T.S FIG. S-1-Al 0 n Q Z Q T a a C) V c� i O N CD V N C O U w 0 0- D-Series Size 2 Catalog Number LED Wall Luminaire Notes EHC REHAB CHARLOTTESVILLE, VA igMirig Type LWS7 N Tnt tS FRIENDLY one d7lseries ice+ Capable Luminaire This item is an A+ capable luminaire, which has been Specifications designed and tested to provide consistent color Luminaire Back Box (BBW) appearance and system -level interoperability. Width: 18-1/2" Weight- 21 Ibs Width: 5-1/2" BBW 1 Ibs He All configurations of this luminaire meet the Acuity (47,0 cm) (9.5 kg) (14.o cm) Weight: (0.5 kg) Brands' specification for chromatic consistency Depth: (254 0) Depth: 1(38/ m) • This luminaire is A+ Certified when ordered with DTL® Height: 7-5/8" Height: 4"" controls marked by a shaded background. DTL DLL (19.4 ern) 10.2 cm) equipped luminaires meet the A+ specification for For3/4" NPT p luminaire to photocontrol interoperability1 D W side -entry o ° - o o conduit • This luminaire is part of an A+ Certified solution H for ROAM® or XPointTM Wireless control networks, IIIIIIIIIII H providing out -of -the -box control compatibility with o simple commissioning, when ordered with drivers and VV control options marked by a shaded background' To learn more about A+, visit www.acuitvbrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: �1 A+ Capable options indicated by this color background. Link to Roam; Link to DTL DLL DSXW2 LED DSXW2 LED EXAMPLE: DSXW2 LED 30C 700 40K T31M MVOLT DDBTXD 20C 20 LEDs 350 350 mA 30K 3000 K T25 Type II Short MVOLT' Shipped included Shipped installed (two 530 530 mA 40K 4000 K T2M Type II Medium 1204 (blank) Surface PE Photoelectric cell, button type' es) engin700 700 mA 50K 5000 K T3S Type III Short 2081 mounting PER NEMA twist -lock receptacle only (control ordered 30C (hreDs 1000 1000mA' AMBPC Amber T3M Type Ill Medium 2401 bracket separate)" engines) (1 A) phosphor T4M Type IV Medium 2774 PER5 Five -wire receptacle only (control ordered separate)',' converted 34745 Shipped separately' PER7 Seven -wire receptacle only (control ordered 41 BBW Surface- separate)" mounted DMG 0-10v dimming wires pulled outside fixture (for use back box (for with an external control ordered separately) , P ) Y conduit entry) PIR 1800motion/ambient light sensor,<15'mtght1o1 PIRH 180°motion/ambient light sensor, l5-30'mtght1011 PIRIFC3V Motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc ni a PIRHIFC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1f:11 " Shipped installed Shipped separately" DDBXD Dark bronze DSSXD Sandstone DWHGXD Textured white SF Single fuse (120,277,347V) BSW Bird -deterrent spikes DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DF Double fuse (208,240,48OV)' VG Vandal guard DNAXD Natural aluminum DBLBXD Textured black HS House -side shield" DWHXD White DNATXD Textured natural aluminum SPD Separate surge protection 13 L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.1ithonia.com OFA 0 2012-2019 AcuityBrands Lighting, Inc. All rights reserved. L/GHT/NG 9 9� 9 DSXW2-LED Rev. 03/22/19 Page 1 of 4 D-Series Size 1 Numb" LED Wall Luminaire Notes EHC REHAB CHARLOTTESVILLE, VA Type p �igIt ng LWS4 NlcnrnIY facts rwErvoty d"series Introduction Specifications The D-Series Wall luminaire is a stylish, fully Luminaire Back Box (BBW, ELCW) integrated LED solution for building -mount Width: 13-3/4" Weight: 12 Ibs Width: 13-3/4- BBW 5 Ibs applications. It features a sleek, modern design (34.9 cm) (5.4 kg) (34.9 cm) Weight: (2.3 kg) Elcw and is carefully engineered to provide long-lasting, Depth: 101, Depth: 4" 10lbs (25.4 cm) (70.2 cm) Weight: (4.5 kg) energy -efficient lighting with a variety of optical Height: 6-3/8" Height: 6-3/8"(M 2 and control options for customized performance. With an expected service life of over 20 years of VV nighttime use and up to 74% in energy savings H H Q over comparable 25OW metal halide luminaires, the D-Series Wall is a reliable, low -maintenance w For3/4" NPTside-entry lighting solution that produces sites that are conduit (BBW only) exceptionally illuminated. • • ' EXAMPLE: DSXW1 LED 20C 1000 40K T31M MVOLT DDBTXD DSXW1 LED 10C 10 LEDs (one engine) 20C 20 LEDs' (two engines)' 350 350 mA fJO 530 MA' 700 700 mA 1000 1000 mA (1 A)' 30K 3000 K 410K 4000 K 50K 5000 K AMBPC Amber phosphor converted T2S Type II Short MVOLT2 Shipped included Shipped installed T2M Type II Medium 120' (blank) Surface PE Photoelectric cell, button type' T3S Type III Short 208' mounting DMG 0-10v dimming wires pulled outside fixture (for UM Type III Medium 240' bracket use with an external Control, ordered separately) T4M Type IV Medium; 2773 BBW Surface- PIR 180°motion/ambient light sensor, <15'mtg fit 17 TFTM Forward Throw 3473'4 mounted back boa PIRH 180°motion/ambient light sensor, l5-30'mtgfit " Medium 4803.4 (forconduit PIRIFC3V Motion/ambient sensor, 8-15'mounting height, entry) 5 ambient sensor enabled at lfc l' PIRHIFC3V Motion/amblentsensor, 15-30 mounting height, ambient sensor enabled at lf: U ELCW Emergency battery backup (includes external component enclosure), CATtIe 20 Noncompliant"," Shipped installed Shipped separately" DDBXD Dark bronze DSSXD Sandstone DWHGXD Texturedwhite SF Single fuse (120, 277 or 347V) 31p BSW Bird -deterrent spikes DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone OF Double fuse (208, 240 or 48OV) 110 WG Wire guard DNAXD Natural aluminum DBLBXD Textured black HS House -side shield" VG Vandal guard DWHXD White DNATXD Textured natural aluminum SPD Separate surge protection 1z DDL Diffused drop lens Accessories NOTES 1 20C 1000 is not available with PIR PIRH PIRIFC3V or FIRM FC3V. Ordered and shipped separately. 2 MI driver operates on any line voltage from 120-277V (50160 Hz). 3 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. DSXWHSU Housesideshield (one per light engine) 4 Only available with 20C, 7001 or 1000mA. Not available with PIR or PIRH. 5 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. DSXWBSW U Bird-deterrentspikes 6 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH). DSXWIWG U Wire guard accessory 7 Reference Motion Sensor table on page 3. DSXWIVG U Vandal guard accessory 8 Cold weather (-20C) rated. Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with fusing. Not available with 347 or 480 voltage options. Emergency components located in back box housing. Emergency mode IES files located on product page at www.lithonia.com 9 Not available with SPD. 10 Not available with ELCW. 11 Also available as a separate accessory; see Accessories information. 12 Not available with ELCW. '. L/THON/A L/GHT/NG - COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-7378 • www.lithonla.com © 2013-2019 Acuity Brands Lighting, Inc. All rights reserved. DSXW1-LED Re, 8/15/19 Accessories NOTES 1 1000mA is not available with AMBPC. o.deredandshippedsepararely. 2 AMBPC is not available with 1000mA. DLL127F 1.51U Photocell-SSLtwisN°de(120-27N)" 3 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). DLL347F 1.5 NL1U Photocell-SSL twist -lode (34N)1' 4 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 0LL480F 1.5 (UL1U Photocell-SSltwist-lade (4801)1' 5 Available with 30 LED/700I options only (DSXW2 LED 30C 700). DMG option not available. 6 Also available as a separate accessory; see Accessories information. DSHORTSBK U Shorting cap (Included when ordering PER, 7 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH). PER5 or PER7)1° 8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. DSXWHSU House -side shield (one per light engine) 9 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included. DSXWBSW U Bird -deterrent spikes 10 Reference Motion Sensor table on page 3. DSXWIVG U Vandal guard accessory 11 Reference PER Table on page 3 for functionality. DSXW26BW Back box accessory 12 PIR and FIR FC3V specify the SensorSwitch SBGR-101 control; PIRH and PIRHI FC3V specify the SensorSwitch SBG R-6-ODP control; DDBXD U (speci"nish) see Motion Sensor Guide for details. Dimming driver standard. Not available with PIERS or PERT. Separate on/off required. 13 See the electrical section on page 2 for more details. For more control options, visit DTL and ROAM online. 14 Requires luminaire to be specified with PER option. Ordered and shipped as a separate line item. See PER Table. Lumen Output 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. Contact factory for performance data on any configurations not shown here. Drive LEDs Current (mA) System Y Watts Dist. Type Lumens B 30K U G LPW r lumens B ••� 40K U G lPW r r 50K Lumens B U G LPW t1: i r I®©®o1101011�11111�110101011�11111�1101111170111111'F•�l t ® . 1 t lolnlo®�ono��000® ®�000��ono®�000� ®�onol®IIIII�I010110111111'F'�lllll�llll�lllll�llll�llllll'F7 I�IIIIIJ�IDoo®�000��000� ®mono®�ono��000�l t r rI ®� 0 � 0 � � 0 � 0llllil't711111i�■ 11111171111ii1■ llllll'■ lllli�, ®wool©I1�IIIIFi�lOOI©lllli�llll�oollll©®. ®�" 0�0��"r 011l�llll�llllili•�IIIIIiLiZ■■11111171111i71111117I1111� ®won I©llllll�llll©ii�1010I©IIIII�IIIIIiEiQ�llll�llll�©� lllllli� t:1 Inlnl©11�111113�11010I©11�111119�ooI©® lllll®IIIIIJ�I010© I010I©llll�llllllf�llll�llll�©m llllll'�11111715�1010© .• onI©lllllZllllllll�llll�o©� ®moo®mlllll7�0oI©llll�llllii�ollll�©� I®I1�i1�101101011�I1�1�I1�101011�11111�1111�01111�1111i� ®wool©IIII�IIII�f�1010©®�00©® IIIII�IIIIIJI�IDo101111111JIIIII�Ii■o©®moo©�, llllliiii;711�®001011�11111�I101a10®�000�i t , ® • ,: lolnlo®�ono��000�l ®���I©I�III�i�1111111117©�� NUNN m�onl©IIIIII�IIIII�I010I©lllll�lllll�llll�llll�©�, ����I©IIIIiI�IIIIFi�llalll�©��00©�I I�I>�IOInI©IIIfI�IlllOIIF�IDIOI©IIIf�Illll�Illl�ollll©®, I®lllllr7®III�I10©��©�©��I©lllll�©lllllf©I rt1 1 ®�1'ALv©�© llllf�©�© t1 rt I©lllll�©� •• 'F ® 1 t ©�© ©�©��©0©m Note: Available with phosphor -converted amber LED's (nomenclature. AMBPC). These LED's produce light with 97+%>530 rim. Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files. '. L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com L/GHT/NG a 2012-2019 Acuity Brands Lighting, Inc. All rights reserved. Lumen Output 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 Ughting Facts. Contact factory for performance data on any configurations not shown here. LEDs Drive I System Current Watts (mA) I Dist. Type 30K (3000 Lumens B K,10CR0 U G LPW 40K (4000 Lumens B K,10CRU U G LPW SOK (5000 K, 70CRU Lumens 8 U G LPW AMBPC Lumens (Amber Phosphor B U Converted) G LPW ®�nnn��non®�000®�000 '. r ®�000��oon��000®�000m IIIII�IIIIIlib71010101111�11111]LI�l0o10®�000®�000m I1�IIIIO�ooOmllll0�i■■oo0�llll�000�11�000 ' 1 t ® i r O�Om11111�1111�111 7 11117 11111�©®000��®000 lllllli�ll�1.5�IDo101111RlI1©®I�o10®�000®�000 .' r ®�noo��000��000��000 ' ��onom�ono��000ml�000 llllll�ll©1�011010111113■I1©�oI10101�11111�011111�o111I1�ItiIliJI101111f7110 • r r ®�000m�000��000m�000 ®moon rr �ono��000��000 ' IN ��oonm�ono��000��000 ®�ono��000��000��000 onom�000m�000 I®lllllJ®llli)•lli�llli�lllI�IIIII7fti�lll11110111i)•IIII�IIIIIIIQZ■■111111711111�I101111ii�l�Iiiill'�11101111117 ®�tonom�ono rr �000��000 rrr ®�O�Om�O�Om�000 tr llll�fi37111111■1111171111111■ ' I1�IIIII7F�■I0110I©Il�ll©fI�11010©mllll�00I©lll�ll�l101111f71111117 ®�onom�000��a000��000 111�111117f�lI010©mllll[7®oo©mllll[)�00©m�000 I®Il©�Il01a10®�noollll®11111:31i�000®�000 ®�000®�000ll®111©�IIOIIDIIOII�IIIIii�110110110 llllli�©�oo10®�000��000®�000 r ' llllll�ll©�111111101111711�IIIIFF�l01i11711111.1�11111�111111711011111171111i:'ii11111t'Ila�I1011111�110 ��■onn��ono��000®�000 ®tenon®moon®�000®�000 • ®IIII�IDo10®�000®�000��■000 ®�nno®�ono��000��000 . t ®fool©IIIII�IIIII�IO�©llll®lllll�oollll©®�000 t IIIII�IIIIIl�1010©®�nnl©1111�111117®0llll�llll©®�000 1 ' t I®Illli�llli�lll�©��Do©®�00©��000 I1�IIIII3f�101101©IIIIR■�I10m1©llllll'i1.111117FII�ollllf7llll©®�000 I®111113i�f11111111�1111711111(©llllli®1111�111711117®�000®�000 ' r l Illll®lllll�ool©IIII�IIIIQ�IDo©llll®lllllil�oo©��000 rr ®�0�©IIIIIIflIIllIL3�•�■0�©��00©��000 lllllli�lllll�lOOI©lll�ll©�II�oI©lllllli��llll�oollll©®�000 .' IIIIITi�llllliilil•11117111�©®�0�©®�00©®�000 .. lll�iil�lolnl©IIII>�■IIIII�IDOI©llll�llll�oo©��000 ' I®lllll'7Q��llli�lli�©m�©�©��I©lllll�IIIII�IIIIi3�lllP.1®' llllll71111171111117 ' ®r�oo©mllll�®I©In©��llll©o©��000 : ®moo©mllllt7�0oI©IIII)i©llllli�llll�o©��000 .t ��oo©m�ool©1111�111117�1111�0©��00© : ®moo©mllllt7®ooI©Illlli»llllli�oo©��oo© •t '. L/THON/A One Lithonia Way Conyers, Georgia 30012 Phone: 8C9O07X9)4378 rrww,4ivJlaafmmlia�wm L/GHT/NG. 0 2013-2019 Acuity Brands Lighting, Inc. All rights reserved. - COMMERCIAL OUTDOOR Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-101 0°C 321 1.02 100C 50'F 1.01 20'C 68"F 1.00 25`C 77"F 1.00 301 86*F 1.00 40*C 104°F 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW2 LED 30C 1000 platform 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. ® 0 25,000 50,000 100,000 1.0 0.95 0.12 ...1 *for use with Inline Dusk to Dawn ortimer PER Table Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°9. ® W�m 120V 208V 240V 277V 347V 480V 0°C 32*F 1.02 350 14 W 0.13 0.07 0.06 0.06 101C 50"F 1.01 - 20"C 68"F 1.00 10C 530 20W 0.19 0.11 0.09 0.08 - - 700 27 W 0.25 0.14 0.13 0.11 - - 25"C 77*F 1.00 1000 40W 0.37 0.21 0.19 0.16 - - 30"C 860F 1.00 350 24W 0.23 0.13 0.12 0.10 - - 40"C 101 0.98 530 36W 0.33 0.19 0.,7 0.14 - - 20C 700 47 W 0.44 0.25 0.22 0.19 0.15 0.11 low 74W 0.69 0.40 0.35 0.30 0.23 0.17 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW1 LED 20C 1000 platform in a 25•C ambient, based on 10,000 hours of LED testing (tested per IESNA LM- 80-08 and projected per IESNATM-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. 0 25,000 50,000 100,000 1.0 0.95 0.93 0.88 "for use with Inline Dusk to Dawn or timer • • To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D-Series Wall Size 1 homepage. Isofootcandle plots for the DSXW1 LED 20C 1000 40K. Distances are in units of mounting height (15'). Distribution overlay comparison to 250W metal halide. LEGEND 4 4 3 2 1 0 1 2 s 4+$ 4 4 3 2 1 0 1 2 3 4 ? 4 4 3 2 1 0 1 2 3 4 ■ LEGENDDSXW1 ■ 0.1 fc _ , ■3 3 .p 3 _ _ _ -q0 D.5 fc 0.5 fc 2 z -�y z 8 ■ TWF2, 1.0 fc 1 - - - 0.5 fc TCo i o i ,D w5laewalk LLDs: -1 -1 - N m -1 - m � o TWF2=0.72 -z a DSXW1 =o.9s TWF2: DSXW1: 291W 74W T2M ? vazi T3M ? N _ - _. _ T35 ? Z DSXW1 LED 20C 40K 1000 T3M, d w b d 1WF2250M Pulse, 15' Mounting.Ht F�ilulrxlwtl .t - T31M (left), ASYDF (right) lenses HS - House -side shields BSW - Bird -deterrent spikes WG - Wire guard VG - Vandal DDL - Diffused drop lens guard FEATURES & SPECIFICATIONS INTENDED USE The energy savings, long life and easy -to -install design of the D-Series Wall Size 1 make it the smart choice for building -mounted doorway and pathway illumination for nearly any facility. CONSTRUCTION Two-piece die-cast aluminum housing has integral heat sinkfins to optimize thermal management through conductive and convective coolin . Modular design allows for ease of maintenance. The LED 9 9 9 driver is mounted to the doorto thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). FINISH Exterior parts are protected by a zinc -infused Super DurableTG IC thermoset powder coat finish that provides superior resistance to corrosion and weathering. Atightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (70 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 min. CRI) configurations. DSXW1-LED '. L/THON/A Rev. 8/15/19 L/GHT/NG - COMMERCIAL OUTDOOR Electrical Load t ® 120V 208V 240V 277V 347V 480V 350 25 W 0.23 0.13 0.12 0.10 20C 530 36 W 0.33 0.19 0.17 0.14 - - 700 47 W 0.44 0.25 0.22 0.19 - 1000 74W 0.68 0.39 0.34 0.29 - - 350 36W 0,33 1.19 0.17 0.14 - - 530 54W 0.50 0.29 0.25 0.22 - - 30C 700 71 W 0.66 0.38 0.33 0.28 0.23 0.16 1000 109 W 1.01 0.58 0.50 0.44 - - Photocontrol Only (On/Off) A Wiredtodimmingleadsondriver ® Wired to dimming leads on driver Wires Capped inside fixture low ROAM Wired to dimming leads on driver A Wired todimmingleads on driver resUppedinsidefizture ROAM withMotion 0 A Wired to dimming leads on driver ® Wlredtadimmingleadson driver Wires Capped inside fixture Futureproof* 0 A Wiredtodimmingleadsondriver Wired todimmin leads on driverg Wires Capped inside fixture Futureroof"with Motion P ® Wired todimmin leads g Wired todimmin leads on 9 driver WresCappedinsidefixture - Recommended . Will not work AAlternate *Futureproof means: Ability to change controls in the future. DSXW2-LED L/THON/A One Lithonia Way v • Con ers Georgia 30012 • Phone: 800.279.8041 • www-lithonia.com Rev. 03/22/19 Page 2 of 4 '• L/GHT/NG 02012-2019 Acuity Brands Lighting, Inc. All rights reserved. ELECTRICAL Light engine(s) consist of 10 high -efficacy LEDs mounted to a metal -core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at 25°C). Class 1 electronic drivers have a power factor>90%, THD <20%, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2). INSTALLATION Included universal mounting bracket attaches securely to any 4" round or square outlet box for quick and easy installation. Luminaire has slotted gasket wireway and attaches to the mounting bracket via corrosion -resistant screws. LISTINGS CSA certified to U.S. and Canadian standards. Rated for-40°C minimum ambient. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.deslgnilghts.org/QPL to confirm which versions are qualified. WARRANTY Five-year limited warranty. Complete warranty terms located at: _r-"rces/term _ Jrions Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 "C. Specifications subject to change without notice. One Lithonia Way • Conyers, Georgia 30012 • Phone: BEMO07M4378 •vwwufitfei�itiaooml 0 2013-2019 Acuity Brands Lighting, Inc. All rights reserved. DSXW1 -LED Rev. 8/15/19 To see complete photometric reports or download Lies files for this product, visit Lithonia Lighting's D-Series Wall Size 2 homepage. - Isofootcandle plots for the DSXW2 LED 30C 1000 40K. Distances are in units of mounting height (25). Distribution overlay comparison to 40OW metal halide. LEGEND 0 3 2 1 0 1 2 3 4 t 4 3 2 1° 1 2 3 4 s 4 3 2 1 0 1 2 3 4 .� LEGEND 4 0.1 fc 4 _ 4 g DSXW2, ■ ■3 0.5 fc z z _I -o " - z -"o 0.5 fc ■ TWF2, - CD 0.5 fc o 0 0 10' W Sidewalk -2 -"-"�.--"�` °�^' 4 P TWF2=0.72 D5XW2=0.95 TWF2: DSXW2: 458W WSW 3 T2M OQ d ; N F w " oQ -3 T3M ? z T35 r _ ♦ 6 oQ ? z F w DSXW2 LED 30C 40K 1000 T2M, TWF2400M Pulse, 25' Mounting HIT FEATURES & SPECIFICATIONS INTENDED USE The energy savings, long life and easy -to -install design of the D-Series Wall Size 2 make it the smart choice for building -mounted doorway and pathway illumination for nearly any facility. CONSTRUCTION Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermal) isolate it from the light engines for low operating Y 9 9 P 9 temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). FINISH Exterior P are arts protected b a zinc -infused Super Durable TGIC thermoset powder coat finish P Y P that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage P P 9 9 Y 9 process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (70 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 min. CRI) configurations. ELECTRICAL Light engine(s) consist of 10 high -efficacy LEDs mounted to a metal -core circuit board to maximize heat dissipation and promote long life (L87/100,000 hrs at 25"C). Class 1 electronic drivers have a power factor >90%, THD <20%, and a minimum 25KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2). INSTALLATION Included universal mounting bracket attaches securely to any 4" round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion -resistant screws. LISTINGS CSA certified to U.S. and Canadian standards. Rated for-40°C minimum ambient. DesignLights Consortium" (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org to confirm which versions are qualified. WARRANTY Five-year limited warranty. Complete warranty terms located at .,;_nm7CustomerResource./Terms and condaions.as �x. / r Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25'C. Specifications subject to change without notice. DSXW2-LED . L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com Rev. 03/22/19 Page 3 of 4 L/GHT/NG 0 2012-2019 Acuity Brands Lighting, Inc. All rights reserved. DSXW2-LED Rev. 03/22/19 Page 4 of 4 M )_ C) 0 M U N rV C Q o > E LU °� E a.r LU Q u VU. - o w0 rDr, tY IJA - M a J U cO wJ-� M p rV ( LU N IT z� °�v X gCn I.L. U j a C Lr) O N � M a 00 J Z 0 Z a O O O LU »> 0 000 z O U) r-L r-L CL Q Q Q LULn cl� ct� ch \ N LU DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. JOB NO. 43266 SHEET NO. C1.4 N d 00 -0 )Y 0 CD CL U) Z Q) 0 T H @ O E. -O C C N (D In d U con 3 Z N 0 2 CL axi H m 0 :5 0 O O CL w o .3 a (D co 7 N a) O 0) U :5 2 2 N O C O U o 7 O U N 0) 0 UL) - O C V) o U) - M U -0 2 C: MU) y O C U � O Q� ov L E D-Series Size 1 catalog • • • • • _ . - To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D-Series Area Size 1 homepage. Performance Da I _11111111"i tik - - - Number LED Area Luminaire r °`es Accessories NOTES 1 Pro,P11, P12 or P13 and rotated optics(L9Q R90) only available together Isofootcandle LEGEND plots for the a 3 DSX7 LED 60C 1000 40K. Distances are in units of mounting z t a + z 3 a -B 4 3 z t height (25'). E o t z 3 a 4 3 z 1 - 0 , z 3 a 3 z + 0 1 z 3 a s Lumen Ambient Temperature (LAT) Multipliers Electrical Load EHC REHAB CHARLOTTESVILLE, VA Ordered and shipped separately. 2 Not availablew hHS 4 3 a d 3 4 3 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). ■ 0.1 fc C Use these factors to determine relative lumen output for average ambient temperatures 170 �y� type r*7.. � LA12, LA13H, LA145, LA15 SHiGrrtnme DLL127F1.5JU Photocell -SSL twist-lack(120d77V)in DLL347F1.5NLN Photocell 347V1" Photocell SSLtwirt 4 Single fuse(SF)requires 12OV, 277V or 347V Double fuse requires 208V, 240V or 480V 5 In mounting brackets intended for reo,lfrt on existing, pre -drilled poles only. G vibration load rating per ANC( C736.31. 6 MusorderfxurewhSPAonon.Musbeoderedasase separate p' pa accessory; see Accessories information. For use with 2-3/8"mast an (not included). ■ 0.5 fc 3 z 3 z 3 z -0 3 z .a from 0-00°C (32-104°F). t t 120 208 240 277 347 480 °series r - Fl4ir6 °°a DLL480F LS Cut Ad - -lock (480V)• DSHORTSBKU Shortingup11 7 Must be ordered with PIRHN. Sensor cover available only in dark bronze, white and natural aluminum colors 8 Must be ordered withNETAIR2.FormominformationonnUghtAir2visitii, ■ 1.Ofc + - + _ 1 - 1 _ ff 0°C 32°F 04 Pi 30 530 54 0.45 0.26 0.23 0.19 0.10 0.12 �\ DSX1 HS 30C U House -side shield for Pl, P2, P3, Mand PS" 9 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Not available with DS option. Shorting cap included. o o 10N °«�' 0 0 5°C 41°F 1.04 P2 30 700 70 0.59 0.34 0.30 0.25 0.20 0.16 r /\ A DS%1HS40CU House -side shield for P6and P7" 10 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Bands Controls. Node with integral dimming n N d- -+ $°�' -1 ti °' -+ °' �I 10°C 50°F 1.03 In DSX1 HS60C U House -side shield for P8, P9, P70, P11 and P72" 11 DMG es 50/5ilable with PIRHN, PERS, PERT, PIR, PIRH, PIRINotaar PI le with V. 12 Provides 50/SOfix ure operation via (2 independent drivers. Not available with PER, PENS, PERT, de or PIRH. Not available P1, P2, P3, P4 or P5. a I ,I < z J < z ,_ < z `,_ 15°C 50°F 02 P3 30 1050 102 0.86 0.50 0.44 0.38 0.30 0.22 Introduction PUMBA DDBXD U* Square and round pole universal mounting 13 Requires (2) separately switched circuits with isolated remml. See Outdoor Control Te finical Guide for details. -3 Jz 3 4i J0z d JN 20°C 68°F 1.01 P4 30 1250 125 1.06 0.60 0.52 0.46 0.37 0.27 The modern styling of the D-Series is striking bracket (specifyfinisl Mastarm mounting bracket adaptors eci 9(specify 14 Reference Motion Sensor table on page 4. p 15 Reference controlso lions table on e 4 to see functional'-LL a z° w T75 N- a z w T2M F - ' z° w T25 - < T3M z ° 25°C 77°F 7.00 Forward0 tics p - Specifications yet unobtrusive- making a bold, progressive KMAB DDB%DU finish)° controls 16Not available whhother dimming eontrolsoptions 17 Not BLC, LCCO RCCO distribution. Also Accessories information. 9 P5 30°C 86°F 0.99 (Non -Rotated) 30 1400 138 1.16 0.67 0.58 0.51 0.40 0.29 DSX1 EGS(FINISH) U External glare shield available with and available as a separate accessory, see 35`C 95°F 0.98 P6 40 1250 163 1.36 0.78 0.68 0.59 0.47 0.34 EPA: 1.01 ft2 statement e nt even as it blends seamlessly with its For DTL ROAM 18 Must be ordered with future for factory pre -drilling. 40°C 104°F 0.97 (o.o9m9 -- W more control options, visit and online. 19 Requires luminaire to be specified with PER, PERS or PER7 option. See PER Table on page 3. P7 40 1400 183 1.53 0.88 0.76 0.66 0.53 0.38 environment. The D-Series distills the benefits 20 For retrofit use only. r Length: 33° - of the latest in LED technology into a high d 3 a 2 , 0 1 2 3 a 3 . 3 2 , " 0 + 2 3 4 '3 a 3 : , d 0 , 2 3 . £ 3 4 3 3 , a 0 , 2 3 4 .3 P8 60 1050 207 1.74 0.98 0.87 0.76 0.64 0.49 (83.8 cm) performance, high efficacy, long -life luminaire. 3 il 3 , 3 Projected LED Lumen Maintenance P9 60 1250 241 z.01 1.16 1.01 0.89 0.70 0.51 O 13° Width: (33 o m) � The 2 z x z I Data references the extrapolated performance projections for the platforms noted in a Plo p p p j p 60 530 106 0.90 0.52 0.47 0.43 0.33 0.27 rT V Height H1: 7-1/2 outstandingphotometric performanceA p H2 results in sites with excellent uniformity greater • • • 1 _ . v v 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected perlESNATM-21-11). Rotated Optics Pill 60 700 137 1.15 0.67 0.60 0.53 0.42 0.32 N to C (19.ocm) H1 - pole spacing and lower power density. It is o do � a 0 y 0 , a 0 4 v � P To calculate LLF, use the lumen maintenance factor that corresponds to the desired number (RequiresL90 hours below. For lumen factory. orR90) P12 60 1050 201 1.74 0.99 0.87 0.76 0.60 0.46 < Height H2: 3-1 /2" ideal for replacing up to 75OW metal halide in EGS External Glare Shield n z� � ,. _ - a a .z � � a .+ .z � a .+ a � of operating other maintenance values, contact P13 60 1250 231 1.93 1.12 0.97 0.86 0.67 0.49 W _ Weight 27 Ibs (max): (12.2kg) pedestrian and area lighting applications with typical 65%and 73° 7%ft� .3 Z w ----T3S V - 3 1 Z Z T4M w 7 .3 Z Z TFTM .- �' 3- z TSVS z w OperatingHoursLumenMaintenance 0 1.96 Factor = > 3: W energy savings of expected service life of over 100,000 hours. - 4 . 1 .1 50,000 0.9z Q LL � � � 5n 12.05 r 12.48 100,000 D.B$ O Lu , � tY � tv'1 W 1 2 3 1 4 0 2 3• 3 2 0 1 2 3 4 r ,+ LU Q U c0 J Z Z Z Z 6 3 e 3 1 0 1 3 3 6 3 d 3 2 1 d 0 1 3 2 1 a 1 3 9 1 d 3 - High Level W J - LI1 Q . Uim 3 - 3 9 3 3 Option Dimmed (when Photo tcell Dwell Ramp -up Ramp -down State Operation Time Time Time " O M i--i O O Q 80 In Q_ O N a U U U Tenon Mounting Slipfitter** z z =_ 2 z c 3V (37%) 10V (100%) PIR or PIRH Enabled 5min 3sec 5min Output Output p p (j LU N cvy . O) H HANDHOLE ORIENTATION - v - "PIRIFC3V 3V (37%) t0V (100%) z } -' l� U • A+Capable options indicated ( t 1 ' '' '' ' '' '' o 0 vP 0 0 0+ o v$ ( ° or PIRHIFC3V Output Output Enabled 5min 3sec Smin 0 X -„> bythiscolorbackground. - - - SPA/RPA AS3-5190 AS3-5280 AS3-5290 AS3-5320 AS3-5390 AS3-5490 .1 -1 �°' -- -i ryf: � -, 7a � for use when motion sensor is used as dusk to dawn control. J < Lu _ _- -- - 2-3/8" SPUMBA AS3-5190 AS3-5280 AS4-5290 AS3-5320 AS4-5390 AS4-5490 z -� z -,� 2 F� z `J� 0 3 0 O O O • EXAMPLE: DSX1 LED P7 40KT3M MVOLT SPA NLTAIR2 PIRHN DDBXDI RUPUMBA AS3-5190 AS3-5280 AS3-5320 -3 z°j^ 3 Zw 3 6Z W a z� _ N Z B SPA/RPA AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 TSS .- - s T5M .- - TSW .- - a BLC .. - U 1.0 Q W W W DSX1 LED D 2-7/8" SPUMBA AST25-190 AST25-280 AST25-320 ~ < I III III CL r f ® V �� RUPUMBA AST25-190 AST25-280 AST25-320 SPA/RPA AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 OptionsControls Nomenclature Desaipton Functionality Primary control device Notes CO O0i + N V) H W Q LLI Q LU Q LU - -' 4" SPUMBA AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 s " M � DSX1 LED Forwardo tics 30K P 3000K T1S Type T5VS Type short MVOLTI Shipped YP YP Y PP A Handhole RUPUMBA AST35-190 AST35-280 AST35-320 6 3 4 2 1 0 1 2 3 d � 4 3 2 1 4 0 1 2 3 d ; Field adjustable Allowsthelumiairetobemanuallydimmed, Cannot be used with othercontrolsoptionsthat a' LV LV LV Pi P4 P7 40K 4000" T2S Tell short TSS Type 120' SPA Square pole YP YP q P g 3 3 FAO lumiaire;wired tothe drverdimming leads. effectively trimming the light output. FAO device need the 0-1 OV leads O J O W P2 P5 P8 50K 5000K T2M Type llmedium TSM Type Vmedium 208' RPA Round pole mounting Template Top of Pole ■ fti w Y 2 z Drivers wired independantlyfar50/50 The luminaire is wired to two separate circuits, Requires two seperatelyswitched dreuitsConsider P3 P6 P9 T3S Type III short TSW TypeVwide 240' WBA Wall bracket 1 DS for50/50operation. Independently wired drivers Rotated optics T3M Type III medium BLC Backlight control 277 SPUMBA Square pole universal mounting adaptor 1.75"foraluminumpoles Mounting Option Drillin Tem late Single 2@180 2@90 3@90 3@120 9 P 9 P 9 4@90 0 95^ o vo uminaireoperation allowing nLightAlRasamorecosteffectivealtematve. P10 P12 " RM Type IV medium LCCO Left corner cutoff 347 RPUMBA Round pole universal mounting adaptor 2.75"for otherpoletypes I Head Location Side Side6&D Side B&C SideB,C&D Round PoleOnl Side A,B,C&D D.s63„ + V � Compatible with standard twist -lock photocells I P11 P13 a TFTM Forward throw RCCO Rightcornercutoff 480 Shipped separately Al Drill Nomenclature #8 DM79AS DM28AS DM29A5 DM39AS DM32AS DM49AS a S� a 2 � -1a PERS or PER7 Twist-lockphatocellreceptide fordusktodawnoperation,oradvancedcontrolnodes Twist -lock photocells such as DLL Elite or advanced control nodes such as ROAM. Pins 4&Stodimming leads ondriver, Pins 6&7 are capped inside luminaire clif medium KMAS DDBXD U Mast arm mounting bracket adaptor 1.325 J z ? w .3 z Z - that provide 0-10V dimming signals. � O (specify finish)` z.65o^ (2 P°°ies) d Lc0O RCCO 4 _ #8 2-7/8" 2-7/8" 3.5° 3.5" 3" 3.5" PIR Motion sensors with integral photocell. PIR for Luminairesdimwhennooccupancyisdetected. Acuity Controls Also available with PIRH1FC3Vwhen the sensor () PA #8 2-7/8" 2-7/8" 35" 3.5" 3" 3.5" 8-15'mounting; PIRH for 15-30'mounting photocell is used for dusk -to -dawn operation. IPA PUMBA #5 1 2-7/8" 1 3" 1 4" 4" 1 3.5" 4" 0 " ' r RPUMBA #5 1 2-7/8" 1 3.5" 1 5" 1 3.5" 5" Motion and ambient light sensing with group response. NLTAIR2PIRNN nUghtAIR enabled luminairefor motion sensing, Scheduled dimming with motion sensor over -ride when nLight Air rSDGR nLight Al R sensors can be programmed and commissioned � m O photocell and wireless communication. wirelesslyconnected tothe nUghtEclypse. from the ground using the CIAIRity Pro app. H Shipped installed PIR High/low,motion/ambientsensor,8-15'mountingheight Shipped installed DDBXD Dark bronze N NLTAIR2 nLight AIR generation 2 enabled ' ambientsensorenabledat5fc15'6 HS' House -side DBLXD Black W W N PIRHN Network,high/low motion/ambient sensor 3 PIRH High/low, motion/ambientsensor,l5-30'mountingheight SF Single fuse(120,277,347V)a DNAXD Natural aluminum 2 < �f ambient sensor enabled al 3 PER NEMA twist -lock receptadeonly (controls ordered separate) DF Doublefuse(208,240,480V)" DWHXD White PIRIFC3V High/low,motion/ambientsensor,8-15'mountingheight, U 0 N PERS Five -pin receptadeonly (controls ordered separate) 910 ambientsensorenabledat1fc1516 L90 Left rotated optics' DDBTXD Textured dark bronze Q `~ O PER7 Seven-pinreceptacleonly (controls orderedseparate)910 PIRHIFC3V Bi-level,-30'mountingheight, R90 Right rotated opticsI DBLBXD Textured black Z O DMG 0-tOvdimmingwirespulledoutsidefixture(forusewithan ambient sensor enabled at 1fC 15'6 Shipped separately DNATXD Textured natural r--r DATE external control, ordered separately)11 FAO Field adjustable output'" BS Bird spikes 18 aluminum DS Dual switching 1213'^ EGS External glare shield DWHGXD Textured white 51612019 0 DRAWN BY >_ suitable '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www ll;honiacoro DSX1-LED '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithon ia.com DSX1-LED '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia com DSX1-LED '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com DSXI-LED Z. DAHL L/GHT/NG. 02011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/GHT/NG. © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/GHT/NG. 02011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/GHT/NG. 0 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 � Pagel of � Page 2of8 lqmm- Page 3of8 � Page 4of8 DESIGNED BY COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR • • A. ALLISON • CHECKED BY _ • . - Lce+ Capable Luminaire • J. HASH • _ • " This item is an A+ capable luminaire, which has been • Lumen Output Lumen Output Lumen Output designed and tested to provide consistent color • SCALE 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 Contact factory for L nn nv s re from photometric tests performed in accordance u e values a p p with IESNA LM-79-08. Data is considered to be representative p ofthe configurations g shown within the tolerances allowed Li htin y g Facts. Contact facto for g factory Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. p p Data is considered to be representative ofthe configurations p g shown within the tolerances allowed Lighting y Facts. Contact facto for factoryy appearance ands stem -level intern erabilit . p y performance data on any configurations not shown here. performance data on any configurations not shown here. performance data on any configurations not shown here. • All configurations of this luminaire meet the Acuity • N.A. Optics Optics Optics Brands' specification for chromatic consistency • •This luminaire is A+ Certified when ordered with r ' I Package War 'Current ., 00+ � '��� � ��� + , 'Pac ' rit I •�+� � ��� � t ' Package ' Watts I +�+ � 4000 0 000 0 DTL®controls marked by a shaded background. ` ` c 0 it DTL DLL equipped luminaires meet the A+ 77Tis T2S 6,457 2 0 0 2 120 6,956 2 0 2 129 7,044 2 0 2 130 T1S 17,654 3 0 3 108 19,018 3 0 3 117 19,259 3 0 3 118 T1Srren T2S 13,042 3 4 0 0 3 123 14,050 3 0 3 133 14,228 3 0 3 134 specification for luminaire photocontrol • J 6,450 2 2 119 6,949 2 0 2 129 7,037 2 0 2 130 T2S 17,635 3 0 3 108 18,998 3 0 3 117 19,238 3 0 3 118 12,967 4 122 13,969 4 0 4 132 14,146 4 0 4 133 T2M 6,483 1 0 1 120 6,984 2 0 2 129 7,073 2 0 2 131 T2M 17,726 3 0 3 109 19,096 3 0 3 117 19,337 3 0 3 119 T2M 13,201 3 0 3 125 14,221 3 0 3 134 14,401 3 0 3 136 interoperabilityl T35 6,279 2 0 2 116 6,764 2 0 2 125 6,850 2 0 2 127 T35 17,167 3 0 3 105 18,493 3 0 3 113 18,727 3 0 3 115 T35 12,766 4 0 4 120 13,752 4 0 4 130 13,926 4 0 4 131 • This luminaire is part of an A+ Certified solution T3M 6,468 1 0 2 120 6,967 1 0 2 129 7,056 1 0 2 131 T3M 17,683 3 0 3 108 19,049 3 0 3 117 19,290 3 0 3 118 T3M 13,193 4 0 4 124 14,213 4 0 4 134 14,393 4 0 4 136 for ROAM® or XPointTM Wireless control networks, T4M 6,327 1 0 2 117 6,816 1 0 2 126 6,902 1 0 2 128 131 T4M 17,299 3 0 3 106 18,635 3 0 4 114 18,871 3 0 4 116 118 T4M TFTM 12,944 4 0 4 122 13,945 4 0 4 132 14,121 4 0 4 133 131 providing out -of -the -box control compatibility TFTM 6,464 1 0 120 6,963 1 0 2 129 7,051 1 0 2 13,279 4 0 4 125 14,305 4 0 4 135 14,Mb 4 0 4 TFTM 17,672 3 0. 3 108 19,038 3 0 4 117 19,279 3 0 4 30 530 P7 54W 2 40 1250 Pb 163W 60 530 P10 106W I -I TSVS 6,722 2 0 0 124 7,242 3 0 0 134 7;334 3 0 0 136 136 TSVS 18,379 4 0 1 113 19,800 4 0 1 121 20,050 4 0 1 123 123 TSVS T5S 13,372 3 0 Y 126 14,405 4 0 1 136 14,588 4 0 1 138 136 with simple commissioning, when ordered with CL/^� a- T5S 18,394 4 0 2 113 19,816 4 0 2 122 20,066 4 0 2 13,260 3 0 125 14,284 3 0 1 135 14,465 3 0 1 TSS 6,728 2 0 1 125 7,248 2 0 1 134 z 0 1 'p- . drivers and control options marked by a shaded TSM 6,711 3 0 1 124 7,229 3 0 1 134 7,321 3 0 2 136 135 T5M 18,348 4 0 2 113 19,766 4 0 2 121 20,016 4 0 2 123 122 TSM T5W 13,256 4 0 2 125 14,281 4 0 2 135 14,462 4 0 2 136 135 background' g (/1 13,137 4 0 3 124 14,153 4 0 3 134 14,332 4 0 3 T5W 18,228 5 0 3 112 19,636 5 0 3 120 19,985 5 0 3 TSW 6,667 3 0 2 123 7,182 3 0 2 133 7,273 3 0 2 BLC 5,299 1 0 1 98 5,709 1 0 2 106 5,781 1 0 2 107 80 BLC 14,489 2 0 2 89 15,609 2 0 3 96 15,806 2 0 3 97 72 BLC LCCO 10,906 3 0 3 103 11,749 3 0 3 ill 11,898 3 0 3 112 80 To learn more about A+, visit www.acuitybrands.com/al2lus. V/ �, O LCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 7,789 1 0 3 73 8,391 1 0 3 79 8,497 1 0 3 LCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 ROOD 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 RCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 RCCO 7,779 4 0 4 73 8,380 4 0 4 79 8,486 4 0 4 80 T1S 2 0 2 118 8,886 2 0 2 127 8,999 2 0 Z 2 129 128 T1S 19,227 3 0 3 105 20,712 3 0 3 113 20,975 3 0 3 115 114 T1S T25 16,556 _ 3 4 0 3 121 17,835 3 0 3 130 18,061 4 0 4 132 131 1. See ordering tree for details. :) 16,461 T2S 19,206 3 0 3 105 20,690 3 0 3 713 20,952 3 0 3 0 4 120 17733 4 0 4 129 17,95, 4 0 4 T2S _8,249 8,240 2 0 2 118 8,877 2 0 2 127 8,989 2 0 _ 2. A+ Certified Solutions for ROAM require the order q T2M 8,283 1 0 2 118 8,923 2 0 2 127 9,036 2 0 2 129 T2M T3S 19,305 18,696 3 3 0 0 3 3 105 102 20,197 20,141 3 3 0 0 3 3 114 110 21,060 20,396 3 3 0 0 3 4 115 ill T2M T3S 16,758 16,205 4 4 0 0 4 4 122 118 18,053 17,457 4 4 0 0 4 4 132 127 1$281 17,678 4 4 0 0 4 4 133 129 of one ROAM node per luminaire. Sold Separately: BS BM 8,021 8,263 2 2 0 0 2 2 115 118 8,641 8,901 2 2 0 0 2 2 123 127 8,751 9,014 2 2 0 0 2 2 125 129 T3M 19,258 3 0 3 105 20,746 3 0 3 113 21,009 3 0 3 115 T3M 16,748 4 0 4 122 18,042 4 0 4 132 18,271 4 0 4 133 Link to Roam; Link to DTL DLL z T4M 8,083 2 0 2 115 8,708 2 0 2 124 8,818 2 0 2 126 T4M 18,840 3 0 4 103 20,2% 3 0 4 ill 20,553 3 0 4 112 T4M 16,432 4 0 4 120 17,702 4 0 4 129 17,926 4 0 4 131 30 700 P2 70W TFTM 8,257 2 0 2 118 8,896 2 0 2 121 9,008 2 0 2 129 134 40 1400 P7 183W TFTM 19,246 3 0 4 105 20,734 3 0 4 113 20,996 3 0 4 115 119 60 700 P11 137W TFTM TSVS 16,857 4 0 4 123 18,159 4 0 4 133 18,389 4 0 4 134 135 O TSVS 10,017 4 0 1 109 21,564 4 0 1 118 21,837 4 0 1 16,915 4 0 1 124 18,287 4 0 1 133 18,518 4 0 1 TSVS 8,588 3 0 0 123 9,252 3 0 0 132 9,369 3 0 0 T5S 8,595 3 0 1 123 9,259 3 0 1 132 9,376 3 0 1 134 T55 20,033 4 0 2 109 21,581 4 0 2 118 21,854 4 0 2 119 T5S 16,832 4 0 1 123 18,133 4 0 2 132 18,362 4 0 2 134 TSM T5W 8,573 8,517 3 3 0 0 2 2 122 122 9,236 9,175 3 4 0 0 2 2 132 131 9,353 9,291 3 4 0 0 2 2 134 133 T5M T5W 19,983 19,852 4 5 0 0 2 3 109 108 21,527 21,386 5 5 0 0 3 3 118 117 21,799 21,656 5 5 0 0 3 3 119 118 T5M TSW 16,828 16,677 4 4 0 0 2 3 123 122 18,128 17,966 4 5 0 0 2 3 132 131 18,358 18,193 4 5 0 0 2 3 134 133 0 BLC 6,770 1 0 2 97 7,293 1 0 2 104 7,386 1 0 _ 2 106 BLC 15,780 2 0 3 86 16,999 2 0 3 93 17,214 2 0 3 94 BLC 13,845 3 0 3 101 14,915 3 0 3 109 15,103 3 0 3 110 LCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,4% 1 0 2 79 LCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 LCCO 9,888 1 0 3 72 10,652 2 0 3 78 10,787 2 0 3 79 /� < RCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 RCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 RCCO 9,875 4 0 4 72 10,638 4 0 4 78 10,773 4 0 4 79 T .1,661 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 125 T15 22,490 3 0 3 109 24,228 3 0 3 117 24,535 3 0 3 119 118 T1S T25 22,996 4 0 4 111 24,773 4 0 4 120 25,087 4 0 4 121 120 FEATURES &SPECIFICATIONS 22,864 4 0 4 110 24,631 5 0 5 119 24,943 5 0 5 22,466 3 0 4 109 24,202 3 0 4 24,509 3 0 4 T25 11,648 2 0 2 114 1Z,548 3 0 3 123 121707 3 0 3 T2M 11,708 2 0 2 115 12,613 2 0 2 124 12,773 2 0 2 125 - T2M 22,582 3 0 3 109 24,327 3 0 3 ... 118 24,635 3 0 3 119 T2M 23,277 4 0 4 112 25,075 4 0 4 121 25,393 4 0 4 123 INTENDED USE nLIGHT AIR CONTROLS I�� T35 11,339 2 0 2 111 12,215 3 0 3 120 12,370 3 0 3 121 T31 21,870 3 0 4 106 23,560 3 0 4 114 23,858 3 0 4 115 T3S 22,509 4 0 4 109 24,248 5 0 5 117 24,555 5 0 5 119 The sleek design of the D-Series Size 1 reflects the embedded high performance for The DSX1 LED area luminaire is also available with nLight@ AIR for the - 11,680 2 0 2 115 12,582 2 0 2 123 12,742 2 0 2 125 13M 22,521 3 0 4 109 24,268 3 0 4 117 24,575 3 0 4 119 T3M 23,263 4 0 4 112 25,061 4 0 4 121 25,378 4 0 4 123 LED technology. It is ideal many commercial and municipal applications, such as ultimate in wireless control. This powerful controls platform provides _J V / T4M 11,426 2 0 3 112 12,309 2 0 3 121 12,465 2 0 3 122 T4M 22,038 3 0 4 106 23,741 3 0 4 115 24,041 3 0 4 116 14M 22,824 5 0 5 110 24,588 5 0 5 119 24,899 5 0 5 120 parking lots, plazas, campuses, and streetscapes. out -of -the -box basic motion sensing and photocontrol functionality andW I__ 30 1050 P3 102W TFTM 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 130 60 1050 P8 207W TFTM TSVS 22,513 23,415 3 5 0 0 4 1 109 113 24,253 25,224 3 5 0 0 4 1 117 122 24,560 25,543 3 5 0 0 4 1 119 123 60 1050 P12 207W TFTM TSVS 23,414 23,579 5 5 0 0 5 1 113 114 25,223 25,401 5 5 0 0 5 1 122 l23 25,543 25,722 5 5 0 0 5 1 123 124 CONSTRUCTION is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy -to -use CLARITY app, nLight AIR equipped Q k--1 TSVS 12,140 3 0 1 119 13,078 3 0 1 128 13,244 3 0 1 T5S 12,150 3 0 1 119 13,089 3 0 1 Us 13,254 3 0 1 130 T55 231434 4 0 2 113 25,244 4 0 2 122 25,564 4 0 2 123 TSS 23,380 4 0 2 113 25,187 4 0 2 122 25,506 4 0 2 123 Single -piece die-cast aluminum housing has integral heat sink fins to optimize luminaries can be grouped, resulting in motion sensor and photocell group TSM 12,119 4 0 2 119 13,056 4 0 2 128 13,221 4 0 2 130 TSM 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 TSM 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED response without the need for additional equipment. Scheduled dimming TSW' 12,040 4 0 3 118 12,970 4 0 3 127 13,734 4 0 3 129 T5W 23,221 5 0 4 112 25,016 5 0 4 121 25,33Z 5 0 4 122 T5W 23,165 5 0 4 112 24,955 5 0 4 121 25,271 5 0 4 122 drivers are mounted in direct contact with the casting to promote low operating with motion sensor over -ride can be achieved when used with the nLight 0 BLC 9,570 1 0 2 - It'- 1 0 2 101 10,440 1 0 2 102 BLC LCCO 18,458 13,735 2 2 0 0 3 3 89 66 19,885 14,796 2 2 0 0 3 4 96 20,136 14,983 2 2 0 0 3 4 97 72 BLC LCCO 19,231 13,734 4 2 0 0 4 3 93 66 20,717 14,796 4 2 0 0 4 4 100 71 2C,979 14,983 4 2 0 0 4 4 101 72 temperature and long life. Housing is completely sealed against moisture and Eclypse. Additional information about nLight Air can be found here. = z W LCCO RCCO ) 121 1 121 1 1 0 0 3 3 70 70 7,671 7,671 1 1 0 0 3 3 75 75 7,768 7,768 1 1 0 0 3 3 76 76 RCCO 13,735 2 0 3 66 14,796 2 0 4 I . 71 14,983 2 0 4 72 - I- - 4 0 4 66 14,776 4 0 4 71 14,963 4 0 4 72 environmental contaminants (IP65). Low EPA (1.01 M for optimized pole wind INSTALLATION Z) Q _ TIS 13,435 3 0 3 - 14,473 3 0 3 116 14,651 3 0 3 117 - 25,575 3 0 3 106 27,551 3 0 3 114 27,900 3 0 3 116 T11 25,400 4 0 4 .10 27,363 4 0 4 118 27,709 4 0 4 120 loading. Included mounting block and integral arm facilitate quick and easy LU O 0 T25 13,421 3 0 3 107 14,458 3 0 3 116 14,641 3 0 3 117 T25 25,548 3 0 4 106 27,522 3 0 4 114 27,871 3 0 4 116 T2S 25,254 5 0 5 109 27,205 5 0 5 118 27,550 5 0 5 119 FINISH installation. Stainless steel bolts fasten the mounting block securely to poles U '- T2M 13,490 2 0 2 108 14,532 3 0 3 116 14,716 3 0 3 118 T2M 25,680 3 0 3 107 27;664 3 0 3 115 28,014 3 0 3 116 T2M 25,710 4 0 4 111 27,696 4 0 4 120 28,047 4 0 4 121 Exterior parts are protected by azinc-infused Super Durable TGIC thermoset and walls, enablin the D-Series Size 1 to withstand u to a 3.0 G vibration g P � ( n < T35 13,064 3 0 3 105 14,014 3 0 3 113 14,252 3 0 3 114 T35 N,870 3 0 4 103 26,791 3 0 4 ... Z7,130 3 0 4 113 T31 24,862 5 0 5 108 26,783 5 0 5 116 27,122 5 0 5 117 powder coat finish that provides superior resistance to corrosion and weathering. rM load rating per ANSI C136.31. The D-Series Size 1 utilizes the AERIS series LU `,J BM 13,457 2 0 2 109 14,497 2 0 2 116 14,681 2 0 1 117 T3M 25,617 3 0 4 106 27,597 3 0 4 115 27,946 3 0 4 116 T3M 25,695 5 0 5 ill 27,680 5 0 5 120 28,031 5 0 5 121 A tightly controlled multi -stage process ensures a minimum 3 mils thickness for pole drilling pattern (template #8). NEMA photocontrol receptacle are also J � T4M 13,165 2 0 3 105 14,182 2 0 3 113 14,362 2 0 3 115 T4M TFTM 25,061 25,602 3 3 0 0 4 4 104 106 2b,997 27580 3 3 0 0 4 4 112 114 27,339 27,929 3 3 0 0 4 4 113 116 T4M TFTM 25,210 5 0 5 109 27,158 5 0 5 118 27,502 5 0 5 119 122 a finish that can withstand extreme climate changes without cracking or peeling. available. = Q Il 25,861 5 0 5 112 27,860 5 0 5 121 28,212 5 0 5 < 30 1250 P4 125W TFTM TSVS 13,449 13,987 2 4 0 0 3 1 108 112 14,488 15,068 2 4 0 0 3 1 116 121 14,672 15,259 2 4 0 0 3 1 111 122 60 1250 P9 241W TSVS 26,626 5 0 1 110 28,684 5 0 1 119 29,047 5 0 1 121 60 1250 P13 231W TSVS 26,043 5 0 1 113 28,056 5 0 1 127 28,411 5 0 1 123 Available in both textured and non -textured finishes. LISTINGS >, -0 T5S 13,999 3 0 1 112 15,080 3 0 1 121 15,271 3 0 1 122 T5S 26,648 4 0 2 ill 28,707 5 0 2 119 29,070 5 0 2 121 T5S 25,824 4 0 2 112 27,819 5 0 2 120 28,172 5 0 2 122 OPTICS lenses for UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for 40°C minimum ambient. U.S. Patent No. D672,492 S. T T5M 13,963 4 0 2 112 15,042 4 0 2 120 15,233 4 0 2 122 T5M 26,581 5 0 3 110 28,635 5 0 3 119 28,997 5 0 3 120 T5M 25,818 5 0 3 112 27,813 5 0 3 120 28,165 5 0 3 111 Precision -molded proprietary acrylic are engineered superior area International m i - O T5W 13,872 4 0 3 ill 14,944 4 0 3 120 15,133 4 0 3 121 T5W 26,406 5 2 0 4 110 28,447 5 2 0 0 4 118 28,807 5 2 0 4 120 95 TSW BLC 25,586 5 4 0 0 4 4 ill 27563 22,882 5 0 0 4 119 99 27,912 5 4 _0 4 4 121 100 lighting distribution, uniformity, and pole spacing. Light engines are available in K, K K The D-Series patent pending.411] J ( � BLC 11,027 1 0 2 88 11,879 1 0 2 95 12,029 1 0 2 96 BLC 20,990 0 3 87 22,612 3 94 22,898 0 3 21,241 92 4 4 23,172 0 standard 3000 4000 and 5000 (70 CRI) configurations. Size 1 DesignLights Consortium® (DLC) Premium qualified product and DLC C/' Q V 7t LCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 LCCO 15,619 2 0 4 65 16,825 2 0 4 70 17,038 2 0 4 71 LCCO 15,170 2 0 4 66 16,342 2 0 4 71 16,549 1 0 4 72 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is qualified product. ` �� C0 RCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 RCCO 15;619 2 0 4 65 1b,825 2 0 4 70 17,038 2 0 4 71 RCCO 15,150 5 0 5 66 16,321 5 0 5 71 16,527 5 0 5 72 consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful Not all versions of this product may be DLC Premium qualified or DLC 1 1 1 oT1S 14,679 3 0 3 106 15,814 3 0 3 115 16,014 3 0 3 116 uplight. qualified. Please check the DLC Qualified Products List at Is, W !�! T2S 14,664 3 0 3 106 15,797 3 0 3 114 15,997 3 0 3 116 113 ELECTRICAL org/OlL to confirm which versions are qualified. g q T2M 14,274 3 0 3 103 15,878 3 0 3 15,572 3 0 3 :Ili T35 14,394 3 0 3 104 15,496 3 0 3 111 III 15,692 3 0 3 113 Light engine confi urations consist of hi h-efficac LEDs mounted to metal- 9 9 9 9 Y International Dark -Sky Association IDA Fixture Seal of A y ( ) Approval (FSA) is N T3M 14,704 2 0 3 107 15840 3 0 3 115 16,040 3 0 3 116 core circuit boards to maximize heat dissipation and promote long life (up to available for all products on this page utilizing 3000K color temperature only. o AM 14,384 2 0 3 104 15,496 3 0 3 112 15,692 3 0 3 114 L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a WARRANTY 30 1400 PS 138W TFTM 14,695 2 0 3 106 15,830 3 0 3 115 16,030 3 0 3 116 power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% 5-year limited warrant Complete warrant terms located at: Y Y P Y 4 � TSVS 15,295 4 0 1 16,477 4 0 1 119 16,686 4 0 1 121 failure rate. Easily serviceable protection device meets a minimum ANSI/IEEE Category C Low ANSVIEEE C62.41.2). www.acuitybrands.com/CustomerResources/Terms-and-conditions.aspx TSS 15,295 3 0 1 iillll 111 16,477 4 0 1 119 16,686 4 0 1 121 r operation (per o> TSM 15,257 4 0 2 ill 16,435 4 0 2 119 16,644 4 0 2 121 120 STANDARD CONTROLS Note: Actual performance may differ as a result of end -user environment 0 T5W 15,157 4 0 3 110 16,328 4 0 3 118 16,534 4 0 3 The DSX1 LED area luminaire has a number of control options. Dusk to dawn and application. � BLC 12,048 1 0 2 87 12,979 1 0 2 94 13,143 1 0 2 95 controls can be utilized via optional NEMA twist -lock photocell receptacles. All values are design or typical values, measured under laboratoryIll F- LOW 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 Integrated motion sensors with on -board photocells feature field -adjustable conditions at 25 °C. RCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,79A 1 0 3 71 d f t h ' fit t 30 feet Specifications subject to change without notice programing an are suI a e or moun In9 eig s up o ee . C DSX1-LED DSX1-LED DSX1-LED DSX1-LED G '•L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com L/Tf7/ON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithoniacom L/T/YON/A One Lithonia Way •Conyers, Georgia 30012 •Phone: 1-800-705-SERV Q378) • www.lithonia.com L/T/YON/A One Lithonia Way •Conyers, Georgia 30012 •Phone: 1-800-705-SERV (7378) • www.lithonia.com L/GHT/NG 02011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 '• 1./GHT/NG 02011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 '• L/GHT/NG. 02011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 '• L/GHT/NG 0 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 O 1qq0W Page 5of8 - Page 6. of - Page 7of8 � Page of % l COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR v z w X > Q Z) JOB NO. 43266 SHEET NO. C1.5 0 Q a T a a 0 v co C) N C) v CV C 0 w O a I® L/THON/A L/GHT/NG FEATURES & SPECIFICATIONS INTENDED USE -Typical applications include corridors, lobbies, conference rooms and private offices. CONSTRUCTION - Galvanized steel mounting/plaster frame; galvanized steel junction box with bottom -hinged access covers and spring latches. Reflectors are retained by torsion springs. Vertically adjustable mounting brackets with commercial bar hangers provide 3-3/4" total adjustment. Two combination s/z"-3/4" and four lk" knockouts for straight -through conduit runs. Capacity: 8 (4 in, 4 out). No. 12 AWG conductors, rated for 90°C. Accommodates 12"-24" joist spacing. Passive cooling thermal management for 25°C standard; high ambient (40°Q option available. Light engine and drivers are accessiblefrom above or below ceiling. Max ceiling thickness 1-1/2". OPTICS - LEDs are binned to a 3-step SDCM; 80 CRI minimum. 90 CRI optional. LED light source concealed with diffusing optical lens. General illumination lighting with 1.0 S/MH and 55" cutoff to source and source image. Self -flanged anodized reflectors in specular, semi-specular, or matte diffuse finishes. Also available in white and black painted reflectors. ELECTRICAL - Multi -volt (120-277V, 50/6OHz) 0-10V dimming drivers mounted to junction box,10% or 1%minimum dimming level available. 0-10V dimming fixture requires two (2) additional low -voltage wires to be pulled. 70% lumen maintenance at 60,000 hours. LISTINGS - Certified to US and Canadian safety standards. Wet location standard (covered ceiling). IP55 rated. ENERGY STAR® certified product. WARRANTY- 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-a nd-conditions Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 C. Specifications subject to change without notice, ' A+ Capable options indicated by this color background. r• Catalog Number Notes EHC REHAB CHARLOTTESVILLE, VA Type LR62,LR63 LDN6 6" OPEN and WALLWASH LED Non -IC New Construction Downlight A tr.M4e d cm C-GHT 1,111091011' battery pad ® Lead times will vary depending on options selected. Consult with your sales representative. Example: LDN6 35/15 L06AR LSS WOLT EZ10 LDN6 Series Color temperature Lumen! s Aperture/TrimColor Finish Voltage LDN6 6" round 27/ 2700K 05 500lumens 25 2500lumens L06 Downlight AR Clear LSS Semi-specular MVOLT Multi -volt 30/ 3000K 10 1000lumens 30 3000lumens LW6 Wallwash WR2 White LD Mattediffuse 120 120V 35/ 3500K 15 1500lumens 40 4000lumens BR2 Black LS Specular 277 277V 40/ 4000K 2000lumens 50 SOOOlumens 3471 347V SO/ 5000K Driver Options GZ10 0-10Vdriverdims SF° Single fuse N801 nLight' Lumen Compensation to10% TRW' White painted flange NPS80EZI nLight® dimming pack controls 0-10VeldoLED drivers (EZ10, GZt 0-10Vdriverdims TRBL' Black painted flange EZ1). to 1% EL6 Emergency battery pack with integral test switch.1OW Constant Power, NP580EZER7 nLight® dimming pack controls 0-10V eldoLED drivers (EZ10, EZ10 0-10V eldoLED Not Certified in CA Title 20 MAEDBS EZ1). ER controls fixtures on emergency circuit. driver with smooth ELR° Emergency battery pack with remote test switch, IOW Constant Power, HAD" High ambient option andflickerfree Not CertifiedlnCATitle20MAEDBS CP11 Chicago Plenum deepdimming ELSD6 Emergency battery pack with self -diagnostics, integral test switch. RRL_ RELOC°-readyluminaireconnectors enable asimple and performance down Constant Power, Not Certified in CA Title 20 MAEDBS a consistent factory installed option across all ABL Luminaire t010% ELRSD6 Emergency battery pack with self -diagnostics, remote test switch.1OW brands. Referto RRL for complete nomenclature. Available EZ7 0-10V eldoLED driver Constant Power, Not Certified in CA Title 20 MAEDBS only in RRLA, RRLB, RRLAE, and RRLC125. with smooth and flicker -free E10WCP6 Emergency battery pack, 1OW Constant Power with integral test switch. NLTAIR21,11 nLight* Air enabled ngperfop Certified in CA Title20MAEDB NLTAIRER2910 nLight• AIR Dimming Pack Wireless Controls, Controls manse down to 1% manse down E1OWCPR6 Emergency battery pack, IOW Constant Power with remote test switch. fixtures on emergency circuit, not available with battery Certified in CA Title 20 MAEDB pack options NPP16D7 nLight' network power/relay pack with 0-10V dimming fornon-eldoLED USPOM US point of manufacture drivers (GZ10, GZ7). 90CRI High CRI (90+) NPPI6DER7 nLight* network power/relay pack with 0-10V dimming for non-eldoLED drivers (GZ10, GZ1). ER controls fixtures on emergency circuit. Accessories: Order as separate catalog number. PS1055CP FMCPowerSentrybatterypack,T20compliant, field installable, low constant power EACISSM375 Compact interruptible emergency AC power system EAC ISSM 125 Compact interruptible emergency AC power system GRA68JZ Oversized trim ring with 8'outside diameter l SCA6 Sloped ceiling adapter. Refer to TECH-SCA for more options. DOWNLIGHTING Notes 1 Overall height varies based on lumen package; refer to 8 Fixtu re begi ns at 80% 1 ight level. Must be specified dimensional chart on page 3. with NPS8OEZ or NPS80EZ Ell. Only available with EZ10 2 Not available with finishes. and EZ1 drivers. 3 Not availAewithemergency options. 9 Not available with CRNPS80EZ,NPS80EZER,NPPI6D, 4 Must specify voltage 120V or 277V. NPP76DERorN80options. 5 Available with clear (AR) reflector only. 10 N LTAIR2 and NLTAI RER2 not recommended for metal 6 12.5" of plenum depth or top access required for battery ceiling installations. pack maintenance. 11 Fixture height is 6.5" for all lumen packages with HAO. 7 Specify voltage. ER for use with generator supplyEM 12 Must specify voltage for 30001m. 50001m with marked power. Will require an emergency hotfeed and normal spacing24Lx24Wxl4H.Notavailablewithemer- hot feed. gency battery pack option. LDN6 LDN6 PHOTOMETRY Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance Data at 30" Above Floor for a Single Luminaire LDN6 35/10 L06AR, input watts:10.44, delivered lumens: 987.10, LM/W = 94.54, spacing criterion at 0=1.02, test no. ISF 30716P262. pf 20% pc 80 % 70 % 50 Ave Lumens Zone Lumens %Lamp pw 50%30%10% 50%30% 10% 50%30%10/ 80. 0 876 0' - 30' 680.7 69.0 0 119 119 119 116 116 116 Ill 111 111 50% beam - 10% beam - 5 905 89 0°-40° 895.0 90.7 1 111 108 106 109 106 104 104 103 10, 54.5' 82 2' 2015 971 269 0.-60 986.0 99.9 2 103 99 95 101 97 94 98 95 92 Inital FC 25 720 322 0°-9o° 987.0 100.0 3 96 91 87 94 90 86 92 88 85 Mounting Center 60' 35 330 214 90°-120' 0.0 0.0 4 89 84 79 88 83 79 86 81 78 Height Beam Diameter FC Diameter FC 40 45 110 87 90°-130° 0.0 0.0 5 83 77 73 82 77 73 81 76 72 8.0 29.0 5.7 14.5 9.6 2.9 55 1 4 go._150' 0.0 0.0 6 78 72 68 77 72 67 76 71 67 10.0 15.6 7.7 7.8 13.1 1.6 65 1 1 go- 180' 0.0 oo 7 73 67 63 73 67 63 71 66 62 12.0 9.7 9.8 4.9 16.6 1.0 60C 75 0 0 0°- 180* 987.0 *100.0 8 69 63 59 68 62 58 67 62 58 14.0 6.6 11.8 3.3 20.1 0.7 85 0 0 'Efficiency 9 65 59 55 64 59 55 63 58 54 16.0 4.8 13.9 2.4 23.6 0.5 90 0 80 40° 10 61 55 51 61 55 51 60 55 51 0° zo° LDN6 35/15 LOW, input watts:17.52, delivered lumens:1572.9, LM/W = 89.77, spacing criterion at 0=1.02, test no. ISF 30716P265. pf 20 % PC 80% 701% 50/ Ave Lumens Zone Lumens %Lamp ow 50%30%10% 50%30%10% 50%30%10% 80° 0 1396 0°-30° 1084.6 69.0 0 119 119 119 116 116 116 ill ill ill 50%beam- 10%beam - 5 1442 142 0°-40° 1426.2 90.7 1 ill 108 106 109 106 104 104 103 101 54.5° 82 2° 15 1547 429 0°-60° 1571.3 99.9 2 103 99 95 101 97 94 98 95 92 Inital FC 25 1147 514 0°-90' 1572.9 100.0 3 96 91 87 94 90 86 92 88 85 Mounting Center 60° 35 526 342 90'- 120° 0.0 0.0 4 89 84 79 88 83 79 86 81 78 Height Beam Diameter FC Diameter FC 60 45 176 139 90°-130' 0.0 0.0 5 83 77 73 82 77 73 81 76 72 8.0 46.2 5.7 23.1 9.6 4.6 55 2 6 90°-150° 0.0 0.0 6 78 72 68 77 72 67 76 71 67 10.0 24.8 7.7 12.4 13.1 2.5 65 1 1 90°-180° 0.0 0.0 7 73 67 63 73 67 63 71 66 62 12.0 15.5 9.8 7.7 16.6 1.5 75 1 1 0°-180° 1572.9 `100.0 8 69 63 59 68 62 58 67 62 58 14.0 10.6 11.8 5.3 20.1 1.1 85 0 0 'Efficiency 9 65 59 55 64 59 55 63 58 54 16.0 7.7 13.9 3.8 23.6 0.8 120 90 0 40' 10 61 55 51 61 55 51 60 55 51 0' 20- LDN6 35/30 L06AR, input watts: 34.75, delivered lumens: 3138.5, LM/W = 90.31, spacing criterion at 0=1.02, test no. ISF 30716P274. pf 20 % pC 80 % 70% 50% Ave Lumens Zone Lumens % Lamp ow 50%30% 10% 50% 30% 10% 50/ 30%10% 80, 0 2786 0°-30' 2164.3 69.0 0 119 119 119 116116 116 ill ill ill 50%beam - 10%beam - 5 2877 284 0'-400 ' 2845.9 90.1 1 111 108 106 109 106 104 104 103 101 54.5' 82.2° 15 3087 855 0°-63135.3 99.9 2 103 99 95 101 97 94 98 95 92 Inital FC 25 2289 1025 0'-90° 3138.5 100.0 3 96 91 87 94 90 86 92 88 85 Mounting Center 60° 35 1049 682 90-120' 0.0 0.0 4 89 84 79 88 83 79 86 81 78 Heiaht Beam Diameter FC Diameter FC 120 45 350 277 90°-130° 0.0 0.0 5 83 77 73 82 77 73 81 76 72 8.0 92.1 5.7 46.1 9.6 9.2 55 5 12 90°-150° 0.0 0.0 6 78 72 68 77 72 67 76 71 67 10.0 49.5 7.7 24.6 13.1 5.0 65 2 2 90°- 180, 0.0 0.0 7 73 67 63 73 67 63 71 66 62 12.0 30.9 9.8 15.4 16.6 3.1 75 1 1 o°-180° 3138.5 '100.0 8 69 63 59 68 62 58 67 62 58 14.0 21.1 11.8 10.5 20.1 2.1 85 0 0 'Efficiency 9 65 59 55 64 59 55 63 58 54 16.0 15.3 13.9 7.6 23.6 1.5 240CI 90 0 10 61 55 51 61 55 51 60 55 51 IA L/THO/V/A L/GHT/NG DOWNLIGHTING: One Lithonia Way Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 ADDITIONAL DATA ` I JA I I I I 1112n, MANUFACTURER PART NO. POWER BOOSTER AVAILABLE Lutron® Diva® DVTV Diva• DVSCTV Nova T® NTFTV Nova® NFTV Leviton° AWSMT-7DW CN100 AWSMG-7DW PE300 AMRMG-7DW Leviton Centura Fluorescent Control System IllumaTech® IP7 Series Synergy® ISD BC RDMFC SLDLPCS Digital Equinox (DEQ BC) Douglas Lighting Controls WPC-5721 Entertainment Technol- ogy Tap Glide TG600FAM120 (12OV) Tap Glide Heatsink TGH1500FAM120 (120V) OasisOA2000FAMU Honeywell EL7315A1019 EL7305A101O (optional) EL7315A1009 HUNT Dimming Preset slide: PS-010-IV and PS-010-WH Preset slide: PS-010-3W-IV and PS-010-3W-WH Preset slide, controls FD-010: PS-IFC-010-IV and PS-IFC010-WH-120/277V Preset slide, controls FD-010: PS-IFC-010-3W-IV and PS-IFC-010-3W-WH-120/277V Remote mounted unit: FD-010 Lehigh Electronic Products Solitaire PBX PDM Electrical Products WPC-5721 Starfield Controls TR61 with DALI interface port RT03 DALlnet Router WattStopper® LS-4 used with LCD-101 and LCD-103 IA L/THO/V/A L/GHT//VG` DOWNLIGHTING: One Lithonia Way Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 020W2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 *Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out -of -the -box control compatibility with simple commissioning. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is part of an A+Certified solution for nLight® control networks when ordered with driven marked by a shaded background* • This luminaire is part of an A+Certified solution for nLight control networks, providing advanced control functionality at the luminaire level, when selection includes driver and control options marked by a shaded background* To learn more about A+, visit www.acuitybrands.com/aplus. *See ordering tree for details LDN6 02014-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 LDN6 *All dimensions are inches (centimeters) unless otherwise noted. LDN6 500-1500 LUMEN 11 [27.9 i26.21 01 16 I O )ZIK[12 9)� [14.5J 1 [26.2] 1 O 58Z[14.91 [16.5] 0 0 Aperture: 6-1/4 (15.9) Aperture: frl/4 (15.9) Ceiling Opening: 7-1/8 (18.1) Overlap trim: 7-1/2 (19.1) Ceiling Opening: 7-1/8 (18.1) Overlap trim: 7-1/2 (19.1) LDN6 4000-5000 LUMEN LDN6 2000-3000 LUMEN 11 [27.9 I�A��6'� IIIIIII 1 �l . LDN6CP 21 } [54.6 17 [43.1] 143 [36:8] 9 Aperture: 6-1/4" (15.9) Ceiling opening: 7-1/8" (18.1) Ovedap tam: 7-1/2" (19.1) I Nominal Lumens Lumens Wattage Lm/W 500 527.9 5.8 90.5 750 758.1 8.9 85.1 1000 950.1 10.4 91.0 1500 1 1514 17.5 86.4 2000 2006 22.5 89.1 2500 2504 28.3 88.6 3000 3021 34.8 86.9 4000 4008 44.3 90.6 5000 4975 57.7 86.3 LONG EL-ELR 19H(50.61 0 0 [48.51 1 O 6f I16.51 [ 1, 4.9) 'jiggen Marked Spacing above 30M lumen: 24 x 24 x 10 Aperture: 6-1/4 (15.9) ceiling Opening: 7-1/8 (18.1) Overlap trim: 7-1/2 (19.1) HOWTO ESTIMATE DELIVERED LUMENS IN EMERGENCY MODE Use the formula belowto estimate the delivered lumens in emergency mode Delivered Lumens =1.25 x P x LPW P = Ouput power of emergency driver. P = low for PS1055CP LPW = Lumen per watt rating of the luminaire. This information is available on the ABL Luminaire spec sheet. The LPW rating is also available at Designliaht Consortium. I Clear AR) White(WR) Black (BR) Specular(LS) 1.0 N/A N/A Semi-specular(LSS) 0.950 N/A N/A Matte diffuse (LD) 0.85 N/A N/A Painted N/A 0.87 0.73 Notes Tested in accordance With IESNA LM-79-08. Tested to current PIES and NEMA standards under stabilized laboratory conditions. CRI: 80 typical. IA L/THO/V/A L/GHT//VG" DOWNLIGHTING: One Lithonia Way Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 c^ 2700K 3000K 3500K 4000K 5001K SOCRI 1 0.950 0.966 1.000 1,025 1.101 LDN6 02OW2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 EXAMPLE Group Fixture Control* *Appiication diagram applies for fixtures with eldoLED drivers only. nPS 80 EZ Dimming/Control Pack (qty: 2 required) nPODM 2P DX Dual On/Off/Dim Push -Button WaIIPod nPODM 2P DX nCM ADCX Daylight Sensor with Automatic Dimming Control nCM PDT 9 Dual Technology Occupancy Sensor nCM PDT 9 Description: This design provides a dual on/off/dim wall station that enables manual control of the fixtures in Row A and Row B separately. CZ, 0 Additionally, a daylight harvesting sensor is provided so the lights in Row B can be configured to dim automatically when daylight is available. An occupancy sensor turns off all lights when the space is vacant. A 13 WIRING KEY CAT-5e Cable Line Power Low Voltage Dimming Wires Choose Wall Controls nLight offers multiple styles of wall controls - each with varying features and user experience. Graphic Wallpod Push -Button Wallpod Full color touch screen Traditional tactile buttons provides a sophisticated and LED user feedback look and feel fr , �y. L � r nPS 80 EZ O B, L o l t G1 t nips 80 Ez �� _ _ O OPTIONAL nCM ADCX nLight® Wired Controls Accessories: Order as separate catalog number. Visit www.O(Uiiybronds.tom/products/controls/nLight for complete listing of nLight controls. WaIIPod Stations Model number Occupancy sensors Model Number On/Off nPODM (Color) Small motion 360°, ceiling (PIR/dual Tech) nCM 9 / nCM PDT 9 On/Off & Raise/Lower nPOD DX (Color) Large motion 360°, ceiling (PIR/dual tech) n(M 10 / n(M PDT 10 Graphic Touchscreen nPOD GFX (Color) Wide View (PIR/dual tech) nWV 16 / nWV PDT 16 Photocell controls Model Number Wall Switch w/ Raise/Lower (PIR/dual tech) nWSX LV DX / nWSX PDT LV DX Dimming n(MAD(X Cat-5 cables (plenum rated) Model Number 10', CAT5 ]OFT CAT5 ] OFT ►] 15, CAT515FT CAT5 15FT Jl nLight® AIR Control Accessories: Order as separate catalog number. Visit www.acuitybrands,com/products/controls/nlightair. Wall switches Model number On/Off single pole rPODB [color] On/Off two pole rPODB 2P [color] On/Off &raise/lower single pole rPODB DX [color] On/Off & raise/lower two pole rPODB 2P DX [color] On/Off & raise/lower single pole rPODBZDXWHI Notes 1 Can only be ordered with the RE57Z zone control sensor version. nLightAlR nLight AIR is the ideal solution for retrofit or new construction spaces where adding communication is cost pro- hibitive. The integrated nLight AIR rPP20 Power Pack is part of each Lithonia LON Luminaire. These individually addressable controls offerthe ultimate in flexibility during initial setup and for space repurposing. Simple as 1,2.3 1. Install the nLighO AIR fixtures with embedded smartsensor A 0 Z Install the wireless battery powered wall switch 3. With CLAIRITY app, pair the fixtures with the wall switch and if _ desired, customize the sensor settings for the dewed outcome n n nLightAlR rPCDB2P Dx M°blle Device IA L/THO/V/A L/GHT/NG" DOWNLIGHTING: One Lithonia Way Conyers, GA30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 0 2014-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 M E O p U N � N � E LUE +� U 3 Q ~ a LL o LL LU 0 ra .^-I <.WJU00 J - L(a LU F••1 0% WC:)N z 4� -3: O x (n < a 7 = U j ko LLn Q c to O N U) d i M d � 00 J LD I- (r) O 2 U O fY H 0 LU LU U Q z O Cn O CL O Z 0 LU LU U-1 O of U W Q 0 0 0 z O www iLLI W U-) cl� j W LL1 LQjI�1 CT N P 3-I N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. J Q ^^ II 1r) V ) 0 M z 0 HI J 111"l J_ _ Z LU W o ID LUv Q 1--1 w J co Q V I --I W J (V l V / ^< I.SL 0 U z W JOB NO. 43266 SHEET NO. C1.6 m 0 0 .? m 3 m 0 0 Q CL T C (4 0 4) m 2 0 c m L N a m ca o. c `o T 0 3 C as m� �O o O 0) -Z vO s� 02 C - >, H f6 0 -0 C a) a0 O C of N 0 3 r) Z rn O c2 a G X 0_ 7 0 QL o '3 o. rn 12 m C 7 N XC a) O 0) U :5 2 2 N O C 0 U E V3 7 C V N 0 m N-0 fa O C cn o � U -0 2 r= U)MU) rn o C U � O tv v y N L L_ D S i Size 1 catalog • • - • • • . • . Aff To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D-Series Area Size 1 homepage. I_ - - e r e s Number NOTES Isofootcandle plots for the DSX1 LED 60C 1000 40K. Distances are in units of mounting height (25'). LED - Area Luminaire Accessories 1 P10,P11,P12orP13and notated opta(L90,R90)only available togethec 9 1 s Lumen Ambient Temperature (LAT) Multipliers Electrical Load Totes EHC REHAB CHARLOTTESVILLE, VA Ordered and shipped separately. 2 Not available with H.S. LEGEND 3 z o t 2 3 4-s s 4 4 3 2 1 0 1 2, 4 61 a 3 z t Is 1 2 3 4 a 3 4 3 2 1 0 1 2 3 4 4 3 3 MVOLT driver operates on arty line voltage from 120-27N (50/60 Hz). = Use these factors to determine relative lumen output for average ambient temperatures DLL127F1.5JU Photocell -SSL twist -lock 020-277V)19 4 Single(use(SF)requires 120V, 27N or 34N. Double fuse (DF)requires 208V, 240V or 480V. ■ 0.1 fc a - 3 - �0 , " 3 from 0-40°e(32-104T). y /Type 1 J is � LA24 (2 TYPE T4M HEADS) DLL347F1.5CUL1U Photocell -SSL twist -lock (347V)19 5 Universal mounting brackets intended for retrofit on existing, pretJrilled poles only. 1.5 G vibration load rating per ANCI C136.31. 6 Must o de fMure with SPA op on. Must be ordered as a separa a accessory; see Accessories info motion. For use with 2-3/8" mast artn (not included). ■ OSfc 2 z a 8 m z 11 + ' 120 208 240 277 347 480 - \�Tmi � N� W DLL480F 1.5 (UL1U Photocell-SSLlwist-lock (480V)" 7 Must beordered with PIRHN.San- cover available only in dark bronze,black, white and natural aluminum colors. , ` , v , , r Fl 1ENO Y Pit 30 530 54 0.45 0.26 0.23 0.19 0.10 0.12 ® •. a DSHORT SBK U Shorting " ■ 1.0 ft ro 0"C 32°F 1.04 d"52f Ie5 ,.-ell ,1,.,cev- I, 1rm,- cap Ds%1H530(U House -side shield for P7, P2, P3, P4 and PS" 8 Must be ordered with NLTAIR2. For more information on nU ht Air 2 -.r. 9 Photocell ordered and shipped asase rate line item from Acuity Brands Controls. See accessories. Not available with DSo tim.Shortin cap inducted. PPS Pa nY P 9 P ° P ° �9 ° dg ° - v 5°C 41°F 7.04 P2 30 700 70 0.59 0.34 0.30 0.25 0.20 0.16 M 0 �� 4•'► DS%1HS40CU House -side shield for P6 and P7° 10 If ROAM' node required, h must be ordered and shipped as a separate line item from Aairy Brands Controls. Node with integral dimming. , tiI 4 $ P �.. -+ °' -,. 4 - - m �� 10°C 50°F 1.03 O p DS%1 HS 60C U House -side shield for P8, P9, PtO, P71 and P12" 11 DMG not available with PIRHN, PERS, PERT, PIR, PIRH, PIRIFC3V or PIRHIFC3V 12 Provides 50/50fixture operation via (2) independent drivers. Not available with PER, PERS, PERT, PIR or PIRH. Not available P7, P2, P3, P4 or PS. -2 > s p s r -z `� `9 � 15°C 50°F 1.02 P3 30 1050 102 0.86 0.50 0.44 0.38 0.30 0.22 � V N Introduction PUMBA DDBXDU* Square and round pole universal mounting 13 Requires (2) separately switched circuits with isolated neutrol. See Outdoor Control Technical Guide for details. tN z 3 < o� 20°C 68°F 701 P4 30 1250 125 1.06 0.60 0.52 0.46 0.37 0.27 vi N C The modern styling of the D-Series is striking bracket (specify finistom Mast arm mountingbracketadaptors ci h 14 Reference Motion Sensor table on page 4. 15 Reference controlso onstablew e 4 to see functional p0 page Ty' "3 w z° w T1s y- "3 ' z w T2M F - z w T25 N - "9 ° T3M Z ° zs°C 77°F 1.00 Forward0 TICS p Q Specifications yet unobtrusive - making a bold, progressive KMAS DDBXD finish)" 16 Not available with other dimming controls options 17 Not BLC, LCCO RCCO distribution. Also Accessories information. 4 9 30°C 8b°F 0.99 (Non -Rotated) PS 30 1400 138 1.16 0.67 0.58 0.51 0.40 0.29 > E DSX1 EGS inNISH) U External lave shield 9 available with and available as a separate accessory, see 35°C 95°F os8 P6 40 1250 163 1.36 0.78 0.68 0.59 0.4J 0.34 OJ E EPA: 1.01 ftz statement even as It blends seamlessly with Its For 18 Must 6e ordered with fiznlre forfactory pre drilling. 40°C 104°F 0.97 LJ.J _ :- }' (O.o9 m°I <:m �l�l environment. The D-Series distills the benefits more. control options, visit and cnline. 19RequireslummaimtobespecifiedwithPER,PERSorPER7option.SeePERTableonpage3. 20 For rerofituse only. r P7 40 1400 183 1.53 0.88 0.76 0.66 0.53 0.38 = > W Length: 838 mo � of the latest in LED technology into a high 4 2 2 4 Z ? ° 1 4 2 ? ° c 4 2 2 P8 60 1050 207 1.74 0.98 0.87 0.76 0.64 0.49 t„ Q 1.4 . � ( performance, high efficacy, long -life luminaire. , - - 9 , , Projected LED Lumen Maintenance P9 60 1250 241 2.01 1.16 1.01 0.89 0.70 0.51 LL O Width: 13" (33.Ocm) L The outstanding photometric performance z z ,s 2 z Data references the extrapolated performance projections for the platforms noted in a P10 60 530 106 0.90 0.52 0.47 0.43 0.33 0.27 W O too -, W Z LL,J Z LLJ Z LU Height H1: 7-1/2"" H2 results in sites with excellent uniformity, greater • . . _ " d 25°Cambient, based onlO,OOOhours ofLED testing (tested per lESNALM-80-08and projected per IESNATM-21-11). Rotated Optics Pit 60 700 137 1.15 0.67 0.60 0.53 0.42 0.32 Q J U CYJ d Z Z Z Z (19.Ocm) --c H1 pole spacing and lower power density. It is o c, d 9 �� °A v o o )4 T (Requires L90 To calculate LLF, use the lumen maintenance factor that corresponds to the desired number q orR90) P12 60 1050 207 1.74 0.99 0.87 0.76 0.60 0,46 J- Lr) - " O � O - Height H2: 3-1/2" ideal for replacing up to 750W metal halide in EGS External Glare Shields P , � NP "� tj ry of operatinghousbelow.Forotherlumenmaintenancevalues,contactfactory. P13 60 1211 231 1.93 1.12 0.97 0.86 0.67 0.49 a N V) rN ~ Q Q Q Weight 27 Ib6 (max): (12.2kg) pedestrian and area lighting applications with typical energy savings of 65% and expected -z a J e z ,zn T3S „w s .3 a z w rant - z -3 a z "' TFTM N w -2 "3 Tsys z w - Operating 0 1.00 * in Z I� . �' I.Ei- a- U service life of over 100,000 hours.md� r�° J l IT a v 9 a r= a , H 25,000 0.96 so,000 o.9z ) X Q ILL. 9 � W � f) f) .so 1z.ms lz.9s 100,000 0.85 oC O) Q Q Q o a �"U/ v U 4 3 ? 1 0 1 1 3 4 .3 d 3 ? 1 0 1 2 3 4 4 3 2 1 ° 1 2 3 a , , , 1 , ,=--, tJ ; a 3 2 1 0 1 2 3 4 3 .3 - . 4 = d 4 = 4 ,_", Option Dimmed HI( hnenel Phototcell Dwell Ramp -up Ramp -down � a c 3 3 'P 3 -o State Operation Time Time Time triggered) C Ol fy Q Q Q Tenon Mounting Sll fitter** 9 P z z z __ z 3 PIR or PIRH 3V(37%) tOV(100%) Enabled@SFC satin 3sec 5min Output Output V) N LU W (n W (n W (n HANDHOLE ORIENTATION v , = � *PIRIFC3Vor N M ~ ~ ~ A+Capable options indicated C O.D. ' ; t 90 , ' t 90 ° _ Y o - _ _ « $ o o 0 3V(37%) tOV(100%) PIRHIFC3V Output Output Enabled @ 1FC 5 min 3sec 5 min d bythis color background. SPA RPA AS3-5190 AS3-5280 A53-5290 A53-5320 A53-5390 AS3-5490 __ P S P J -- - - 2-3/8" SPUMBA AS3-5190 AS3-5 280 AS4-5 290 A53-5 320 AS4-5 390 AS4-5 490 4 - D � .2 � g 4 i a� �, z or use when mutton sensor is used as dusk to dawn control � � • . EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD RUPUMBA AS3-5190 AS3-5280 AS3-5320 j z 3 J z 3 J z , z SPA/RPA AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 ASKS-490 TSS z '� TSM s `�' TSW z w BLC Z 12W UO D ' B 2-7/8" SPUMBA AST25-190 AST25-280 AST25-320 ` � ` 9 , ; 0 RUPUMBA AST25-190 AST25-280 AST25-320Controls Options Ln r r _ _ - SPA/RPA AST35-190 AST35-280 AST35-290 AST35-320 AST35-390�JAS�T35-490-' Nomendature Desaipton. Functionality Primary control device Notes "- 4" SPUMBA AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 E '3 O DSX1•LED Forward o tics 30K 3000K P T1S Type T5VS Type short MVOLTI Shipped yp YP y PP Handhole d RUPUMBA AST35-190 AST35-280 AST35-3zo 9 3 2 1 0 1 2 4 3 4 4 4 3 2 1 0 1 2 3 4 Field adjustable output device installed inside the Allows the lumiairetabemanually dimmed, Cannot be used with other controls options that 2 P1 P4 P7 40K T2S Type 11short T5S Type Vshort 120' SPA Square pole mounting 3 3 8 FAO lumiaire;wired tothe driver dimming leads. effectively trimming the light output. FAD devke need the 0-1 OV leads P2 P5 P8 50K 5000K T2M Type 11medium T5M Type Vmedium 208' RPA Round pole mounting : 2 O P6 P9 T35 Type III short T5W Type Vwide 240' WBA Wall bracket Template#8 Top of Pole _ a DS Drivers wired independantly for 50/50 The luminaire is wired to two separate circuits, Independently wired drivers Requires two seperately switched circuits. Consider � , Ratatedoptics 1 4 s T3M Typelllmedium BLC Backlightcontrol 277 SPUMBA Square pole universal mounting adaptor I- 75"for aluminum poles ountin 0 tlon Drilling Template Sin le 2@180 2@90 3@90 3@120 4@90 9 P 9 P 9 0 .covP 'v luminaire°peration allowing for50/50operation. nLightAlRasamorecosteffectivealternative. _ ~ P10 PIT 2 4 5 T4M 1S LCCO Left corner cutoff 347 RPUMBA Round pole universal mounting adaptor 2.75"for other pole types 0.563" eadlacaa Side6 SIdeB&D SideB&C SideB,C&D RoundPoleOnl SideA,QC&D -, F -, �� � Compatible with standard twist -lock photocells p P11 P13 a TFTM Forwardthrow RCCO Right corner cutoff 480 Shipped separately rill Nomendature #8 DM79A5 DM28AS DM29AS DM39A5 DM32A5 DM49AS Ja z � �� a PERS or PER7 Twist -lock for Twist -lock photocells P or advanced control nodes such as ROAM. Pins leads 9 are capped inside luminaire W CT 01 N medium KMA8 DDBXD U Mast arm mounting bracket adaptor .325" a400" 2.650" (2 PLCS) a z LCCo w '" - d4 RCCO Z ,0 - that provide 0-10Vdimming signals. > W W i- " 'a \ N \ (spedi finish) b 1 . 1 . 1 . IT + 4 = Q Y"I ,I- PA #8 2-7/8" 2-7l8" 3.5" 3.5" 3" 3.5 PIR or PIRH Motion sensors with integral photocell. PIR for Luminaires dim when no occupancy is detected. 8-15' PIRH for 15-30' Acuity Controls SBGR Also available with PIRH1FC3Vwhen the sensor is for dusk U 0 ti \ \ " PA #8 2-111" 2-7/I 3.5" 3.5" 3" 3.5" mounting; mounting photocell used -to -dawn operation. Q I\ " N PUMBA #5 1 2-7/8" 1 3" 1 4" 1 4" 1 3.5" 4" Z O Control options ' RPUMBA #5 2-7/8" 3.5" 5" 5" 3.5" 5" Motion and ambient light sensing with group response. NLTAIR2PIRHN nLightAlocelladwireR enabled lesscore motion Scheduled dimming with motion sensor over -ride when nLight Air rSDGR nLightfrosthegouensors ndube programmedandcoapp. commissioned O 1� DATE communicatr ion. photocell and wireless communication. wirelessly connected to the nLig ht Eclypse. from[hegroundusingtheClAIRiTyProapp. � Shipped installed PIR HigMow, motion/ambient sensor, 8-15'mountingheight installed DDBXD Dark bronze NLTAIR2 nLight AlRgeneration2enabled ambient at Sfc'slb nOf FHSHouse-sideshield DBLXD Black 5/6/2019 PIRHN Network,high/low motion/ambient sensorI PIRH HighAow,motion/ambientsensor,15-30'mountingheight, inglefuse(120,277,347V)" DNAXD Natural aluminum O ambient sensor enabled at 5fc PER NEMA twist -lock receptacle only (controls ordered separate) I PIRIFC3V HighAow, motion/ambient sensor, 8-15'mountingheight, DF Doublefuse(208,240,48OV)I DWHXD White DRAWN BY PERS Five -pin receptacle only (controls ordered separate)'," ambient sensor enabled at 1fc 15ll L90 Left rotated optics' DDBTXD Textured dark bronze PER7 Seven -pin receptadeonly (controls Ordered separate) 9p0 i PIRHIFC3V Bi-level, motion/ambient sensor, 15-30'mounting height, R90 Right rotated optics' DBLBXD Textured black Z. DAHL DMG 0-lOvdimmingwirespulledoutsidefixture(forusewithan ambient sensor enabled at 1fc 15.'6 Shipped separately DNATXD Textured natural external control,orderedseparately)° FAO Field adjustable output" BS Bird spikes'" aluminum DS Dual switching 1t13" EGS External glare shield DWHGXD Textured white • DESIGNED BY • A. ALLISON • CHECKED BY - • www.h h ni-. rn DSX7-LED L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1 800-705-SERV (7378) t o o �o IA L/GHT/NG m 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 r - • www.li h i DSX1-LED L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1 800-705-SERV (7378) ton acorn 0 L/GHT/NC ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/THON/A '• L/GHT/NG - - • wwwli h r i One Lithonia Way •Conyers, Georgia 30012 • Phone: 1 800-705 SERV p378) t o , a cum ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 12/09/19 - • www.li h ni-1 L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1 800-705-SERV (7378) t o <.cu '• L/GHT/NG. ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. r n DSX1-LED Rev. 12/09/19 • J. HASH Page 1 of 8 - Page 2 of 8 � Page 3 of 8 - Page of 8 • COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR SCALE • • N.A. c . to 3 N -o c Q �, _ 2 0- o 7t co cc\1 0 (V V N O a) o d m a O F_ U m N M v U a) 6 0 m r a) V) to Lumen Output Lumen values are performance data Count 30 30 _ 30 30 30 L/THON/A '• L/GHT/NO COMMERCIAL EWEN • _ • Lumen Output Lumen values are from photometric tests performed in accordance with lESNA LM-79-O8. Data is considered to be representative of the configurations shown within the tolerances allowed P P P 9 performance data on any configurations not shown here. Forward Optics „', , ' ' rt t ' t ' e] Watts Type Lumens I U I G I LPW I Lumens I B I U I G . LPW T75 17,635 3 0 3 108 18,998 3 0 3 117 T25 17,635 3 0 3 108 18,998 3 0 3 117 12M 17,726 3 0 3 109 19,096 3 0 3 117 T3S 17,167 3 0 3 105 18,493 3 0 3 113 T3M 17,683 3 0 3 108 19,049 3 0 3 117 T4M 17,299 3 0 3 106 18,635 3 0 4 114 TFTM 17,672 3 0 3 108 19,038 3 0 4 117 40 1250 P6 163W T5VS 18,379 4 0 1 113 19,800 4 0 1 121 T55 18,394 4 0 2 113 19,816 4 0 2 122 T5M 18,348 4 0 2 113 19,766 4 0 2 121 T5W 18,228 5 0 3 112 19,636 5 0 3 120 BLC 14,489 2 0 2 89 15,609 2 0 3 96 LCCO 10,781 1 0 3 66 11,614 1 0 3 71 RCCO 10,781 1 0 3 66 11,614 1 0 3 71 T1S 19,227 3 0 3 105 20,712 3 0 3 113 T2S 19,206 3 0 3 105 20,690 3 0 3 113 12M 19,305 3 0 3 105 20,797 3 0 3 114 BS 18,696 3 0 3 102 20,141 3 0 3 110 BM 19,258 3 0 3 105 20,746 3 0 3 113 T4M 18,840 3 0 4 103 20,296 3 0 4 ill TFTM 19,246 3 0 4 105 20,734 3 0 4 113 40 7400 P7 183W T5VS 20,017 4 0 1 109 21,564 4 0 1 118 T5S 20,033 4 0 2 109 21,581 4 0 2 118 T5M 19,983 4 0 2 109 21,527 5 0 3 118 15W 19,852 5 0 3 108 21,386 5 0 3 117 BLC 15,780 2 0 3 86 16,999 2 0 3 93 LCCO 11,742 2 0 3 64 12,649 2 0 3 69 RCCO 11,742 2 0 3 64 12,649 2 0 3 69 T1S 22,490 3 0 3 109 24,228 3 0 3 117 T2S 22,466 3 0 4 109 24,202 3 0 4 117 T2M 22,582 3 0 3 109 24,327 3 0 3 118 T35 21,870 3 0 4 106 23,560 3 0 4 114 T3M 22,527 3 0 4 109 24,268 _ 3 0 4 117 T4M 22,038 3 0 4 106 23,741 3 0 4 115 TFTM 22,513 3 0 4 109 24,253 3 0 4 117 60 1050 Pe 207W - TSVS 23,415 5 0 1 113 25,224 5 0 1 122 T55 23,434 4 0 2 113 25,244 4 0 2 122 TSM 23,374 5 0 3 113 25,181 5 0 3 122 TSW 23,221 5 0 4 112 25,016 5 0 4 121 BLC .-.-- 2 0 3 89 19,885 2 0 3 -96 LOCO 13,735 2 0 3 66 14,796 2 0 4 71 RCCO 13,735 2 0 3 66 14,796 2 0 4 71 T1S 25,515 3 0 3 106 27,551 3 0 3 114 US 25,548 3 0 4 106 21,522 3 0 4 114 T2M 25,680 3 0 3 107 27,664 3 0 3 115 T3S 24,870 3. 0 4 103 26,791 3 0 4 ill - 25,617 3 0 4 106 27,597 3 0 4 115 T4M 25,061 3 0 4 104 26,997 3 0 4 112 TFTM 25,602 3 0 4 106 27,580 3 0 4 114 60 1250 P9 241W T5VS 26,626 5 0 1 110 28,694 5 0 1 119 T55 26,648 4 0 2 111 28,707 5 0 2 119 T5M 26,581 5 0 3 110 28,635 5 0 3 119 T5W 26,406 5 0 4 110 28,447 5 0 4 118 BLC 20,990 2 0 3 87 22,612 2 0 3 94 LCCO 15,619 2 0 4 65 16,825 2 0 4 70 RCCO 15,619 2 0 4 65 16,825 2 0 4 70 L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV p378) • www lithoruacorn '• L/GHT/NG ®2011-2019 Acuity Brands Lighting, Inc. All rights reserved. 8 COMMERCIAL OUTDOOR Lighting Facts. Contact facto for Y 9 9 factory ttt t ' I Lumens I B U � G ' 11 19,238 3 0 3 118 19,238 3 0 3 118 19,337 3 0 3 119 18,727 3 0 3 115 19,290 3 0 3 118 18,871 3 0 4 116 19,279 3 0 4 118 20,050 4 0 1 123 20,066 4 0 2 123 20,016 4 0 2 123 19,885 5 0 3 122 15,806 2 0 3 97 11,761 2 0 3 72 11,761 2 0 3 72 20,975 3 0 3 115 20,952 3 0 3 114 21,060 3 0 3 115 20,396 3 0 4 - 21,009 3 0 3 115 20,553 3 0 4 112 20,996 3 0 4 115 21,837 4 0 1 119 21,854 4 0 2 119 21,799 5 0 3 119 21,656 5 0 3 118 17,214 2 0 3 94 12,809 2 0 3 70 12,809 2 0 3 70 24,535 3 0 3 119 24,509 3 0 4 118 24,635 3 0 3 119 23,858 3 0 4 115 - 24,575 3 0 4 119 _ 24,041 3 0 4 Iii 24,560 _ 3 0 4 119 25,543 I 5 0 . 123 25,564 I 4 0 2 123 25,499 _ 5 0 3 123 25,332 5 0 4 122 20,136 - 2 0 3 97 14,983 2 0 4 72 14,983 2 0 4 72 27,900 3 0 3 116 27,871 3 0 4 116 28,014 3 0 3 116 27,130 3 0 4 113 27,946 3 0 4 1 to 27,339 3 0 4 113 27,929 3 0 4 116 29,047 5 0 1 121 29,070 5 0 2 121 2$991 5 0 3 120 28,807 5 0 4 120 22,898 2 0 3 95 17,038 2 0 4 71 17,038 2 0 4 71 DSX1-LED Rev 12/09/19 Page 6 of 8 _ •IF Lumen Output 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 Lighting Facts. Contact facto for P P p 9 Y factory performance data on any configurations not shown here. Rotated Optics ;r r ' ' rr ,+tt t ' rrr I,ttt Current Package Watts Type I Lumens I B I U I G I UPW I Lumens I B I U I G I LPW I Lumens I B I U I G I LPW , T1S 12,967 3 0 3 123 13,969 3 0 3 133 14,146 3 0 3 134 T25 12,967 4 0 4 122 t3,969 4 0 4 132 14,146 4 0 4 133 12M 13,201 3 0 3 125 14,221 3 0 3 134 14,401 3 0 3 136 T3S 12,766 4 0 4 120 13,752 4 0 4 130 13,926 4 0 4 131 T3M 13,193 4 0 4 124 14,213 4 0 4 134 14,393 4 0 4 136 T4M 12,944 4 0 4 122 13,945 4 0 4 132 14,121 4 0 4 133 TFTM 13,279 4 0 4 125 14,305 4 0 4 135 14,486 4 0 4 137 fi0 530 P10 106W TSVS 13,372 3 0 1 126 14,405 4 0 1 136 14,588 4 0 1 138 T55 13,260 3 0 1 125 14,284 3 0 1 135 14,465 3 0 1 136 T5M 13,256 4 0 2 125 14,281 4 0 2 135 14,462 4 0 2 136 T5W 13,137 4 0 3 124 14,153 4 0 3 134 14,332 4 0 3 135 BLC 10,906 3 0 3 103 11,749 3 0 3 ill 11,898 3 0 3 112 LCCO 7,789 1 0 3 73 8,391 1 0 3 79 8,497 1 0 3 80 ROOD 7,779 4 0 4 73 8,380 4 0 4 79 8,486 4 0 4 80 Tis 16,556 3 0 3 121 17,835 3 0 3 130 18,061 4 0 4 132 T25 16,461 4 0 4 120 ..-__ 4 0 4 129 17,957 4 0 4 131 T2M 16,758 4 0 4 122 18,053 4 0 4 132 18,281 4 0 4 133 T3S 16,205 4 0 4 118 17,457 4 0 4 127 17,678 4 0 4 129 BM 16,748 4 0 4 122 18,042 4 0 4 132 18,271 4 0 4 133 TSM 16,432 4 0 4 120 17,702 4 0 4 129 17,926 4 0 4 131 TTTM 16,857 4 0 4 123 18,159 4 0 4 133 18,389 4 0 4 134 60 700 P11 137W T5VS 16,975 4 0 1 124 18,287 4 0 1 133 18,518 4 0 1 135 T5S 16,832 4 0 1 123 18,133 4 0 2 132 18,362 4 0 2 134 TSM 16,828 4 0 2 123 18,128 4 0 2 132 18,358 4 0 2 134 15W 16,677 4 0 3 122 17,966 5 0 3 131 18,193 5 0 3 133 BLC 13,845 3 0 3 101 14,915 3 0 3 109 15,103 3 0 3 110 LCCO 9,888 1 0 3 72 10,652 2 0 3 78 10,787 2 0 3 79 RCCO 9,875 4 0 4 72 10,638 4 0 4 78 10,773 4 0 4 79 T7S 22,996 4 0 4 111 24,773 4 0 4 120 25,087 4 0 4 121 T2S 22,864 4 0 4 110 24,631 5 0 5 119 24,943 5 0 5 120 T2M 23,277 4 0 4 112 25,075 4 0 4 121 25,393 4 0 4 123 T35 22,509 4 0 4 109 24,248 5 0 5 117 24,555 5 __ 0 5 119 T3M 23,263 4 0 4 112 25,061 4 0 4 121 25,378 4 _ 0 4 123 T4M 22,824 5 0 5 110 24,588 5 0 5 119 24,899 5 0 3 120 TFFM 23,414 5 0 5 113 25,223 5 0 5 122 25,543 5 0 5 123 60 1050 P12 207W - TSVS 23,579 5 0 1 114 25,401 5 0 1 123 25,722 5 0 1 124 T55 23;380 4 0 2 113 25,187 4 0 2 122 25,506 4 0 2 123 TSM 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 T5W 23,165 5 0 4 112 24,955 5 0 4 121 25,271 5 0 4 122 BLC 19,231 4 0 4 93 20,717 4 0 4 100 20,979 4 0 4 101 LCCO 13,734 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 RCCO 13,716 4 0 4 66 14,776 4 0 4 71 14,%3 4 0 4 72 T15 5,400 4 0 4 110 27,363 4 0 4 118 27,709 4 0 4 120 T2S 25,254 5 0 5 109 27,205 5 0 5 1is 27,550 s 0 5 119 T2M 25,710 4 0 4 111 27,696 4 0 4 120 28,047 4 0 4 121 T3S 24,862 5 0 5 108 26,783 5 0 5 116 27,122 5 0 5 117 - 25,695 5 0 5 111 27,680 5 0 5 t20 28,031 5 0 5 121 T4M 25,210 5 0 5 109 27,158 5 0 5 118 27,502 5 0 5 179 TFTM 25,861 5 0 5 112 27,860 5 0 5 121 28,212 5 0 5 122 60 1250 P13 231W TSVS 26,043 5 0 1 113 28,056 5 0 1 121 28,411 5 0 1 123 15S 25,824 4 0 2 112 27,819 5 0 2 120 28,172 5 0 2 122 TSM 25,818 5 0 3 112 27,813 5 0 3 120 28,165 5 0 3 122 T5W 25,586 5 0 4 ill 27,563 5 0 4 119 27,912 5 0 4 121 BLC 21,247 4 0 4 92 22,882 4 0 4 99 23,172 4 0 4 100 LCCO 15,170 2 0 4 66 16,342 2 0 4 71 16,549 2 0 4 72 RCCO 15,150 5 0 5 66 16,321 5 0 5 71 1b,527 5 0 5 72 L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV p378) • www lithonia Cora DSX1-LED '• L/GHT/NG. ®2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 Page 7 of 8 COMMERCIAL OUTDOOR *rM, + Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and stem -level intern erabili pP Y P tY • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency •This luminaire is A+ Certified when ordered with DTL° controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability1 • This luminaire is part of an A+ Certified solution for ROAM® or XPointTM Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a background' g To learn more about A+, visit www.acuitybrands.com/al2lus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order q of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL FEATURES & SPECIFICATIONS INTENDED USE nLIGHT AIR CONTROLS The sleek design ofthe D-Series Size 1 reflects the embedded high performance The DSX1 LED area luminaire is also available with nLight(@ AIR for the LED technology. It is ideal for many commercial and municipal applications, such as ultimate in wireless control. This powerful controls platform provides parking lots, plazas, campuses, and streetscapes. out -of -the -box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using CONSTRUCTION a smartphone and the easy -to -use CLARITY app, nLight AIR equipped Single -piece die-cast aluminum housing has integral heat sink fins to optimize luminaries can be grouped, resulting in motion sensor and photocell group thermal management through conductive and convective cooling. Modular response without the need for additional equipment. Scheduled dimming design allows for ease of maintenance and future light engine upgrades. The LED with motion sensor over -ride can be achieved when used with the nLight41 drivers are mounted in direct contact with the casting to promote low operating Eclypse. Additional information about nLight Air can be found here. temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.01 "for optimized pole wind INSTALLATION loading. Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles FINISH and walls enabling the D-Series Size 1 to withstand u to a 3.0 G vibration Exterior parts are protected by azinc-infused Super Durable TGIC thermoset g p ,tin load rating per ANSI C136.31. The D-Series Size 1 utilizes the AERIS series powder coat finish that provides superior resistance to corrosion and weathering. pole drilling pattern (template #8). NEMA photocontrol receptacle are also A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. available. Available in both textured and non -textured finishes. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area rated. Rated for-40°C minimum ambient. U.S. Patent No. D672,492 S. International patent pending. lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D-Series Size 1 DesignLights Consortium(D (DEC) Premium qualified product and DEC has zero uplight and qualifies as a Nighttime FriendlyTM' product, meaning it is qualified product. consistent with the LEED11 and Green GlobesTM criteria for eliminating wasteful Not all versions of this product may be DLC Premium qualified or DLC uplight. qualified. Please check the DEC Qualified Products List at :ww.designlights. org/QPL to confirm which versions are qualified. ELECTRICAL Light engine configurations consist of high -efficacy LEDs mounted to metal- International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) is core circuit boards to maximize heat dissipation and promote long life (up to available for all products on this page utilizing 3000K color temperature only. L85/100,000 hours at 25'Q. Class 1 electronic drivers are designed to have a WARRANTY power factor >90%, THD <20%, and an expected life of 100,000 hours with <11/co 5-year limited warranty. Complete warranty terms located at: Y g P be (ANSI/IEEE C62.41.2). device meets a minimum Note Actual performance may -- -ditions.aspx Category P (P STANDARDCONTROLSdiffer as a result of end -user environment The DSX1 LED area luminaire has a number of control options. Dusk to dawn and application. controls can be utilized via optional NEMA twist -lock photocell receptacles. All values are design or typical values, measured under laboratory Integrated motion sensors with on -board photocells feature field -adjustable conditions at 25 °C. programing and are suitable for mounting heights up to 30 feet. Specifications subject to change without notice. DSX1-LED L/THON/A One Lithonia Way •Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www lithonia ram '• L/GHT/NG. ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 Page 8 of 8 COMMERCIAL OUTDOOR • am :) 0 LP) 0 J I - 14-I ri �J O z O l-4 /r \� 1 l� i l-4 CO UJ J \� < UJ T 1 i � /^, V /'\ O / ' v Z UJ Z) Q /` rr z U J _J Q � LLI m J Q /'� \J � J IF in accordance here. with IESNA LM-79-O8. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts Contact factory for from photometric on any configurations tests performed not shown CurrentLED 530 - .] P1 Watts1� I 54W ' 11S 6,450 ttt 2 1 ' 0 2 119 .I00 2 0 2 129 7,044 rrr 2 1 0 2 130 125 6,450 2 0 2 119 6,949 6,949 2 0 2 129 7,037 2 0 2 730 T2M 6,483 1 0 1 120 6,984 2 0 2 129 7,073 2 0 2 131 13S 6,279 2 0 2 116 6,764 2 0 2 125 6,850 2 0 2 127 T3M 6,468 1 0 2 120 6,967 1 0 2 129 7,056 1 0 2 131 RM 6,327 1 0 2 117 6,816 1 0 2 126 6,902 1 0 2 128 TFTM 6,464 1 0 2 120 6,963 1 0 2 129 7,051 1 0 2 131 T5VS 6,722 2 0 0 124 7,242 3 0 0 134 7,334 3 0 0 136 TSS 6,728 2 0 1 125 7,248 2 0 1 134 7,340 2 0 1 136 T5M 6,711 3 0 1 124 7,229 3 0 1 134 7,321 3 0 2 136 TSW 6,667 3 0 2 123 7,182 3 0 2 133 7,273 3 0 2 135 BLC 5,299 1 0 1 98 5,709 1 0 2 106 5,781 1 0 2 107 LCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 RCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 700 P2 70W T1S 8,249 2 0 2 118 8,886 2 0 2 127 8,999 2 0 2 129 T2S 8,240 2 0 2 118 8,877 2 0 2 127 8,989 2 0 2 128 T2M 8,283 2 0 2 118 8,923 2 0 2 127 9,036 2 0 2 129 T3S 8,021 2 0 2 115 8,641 2 0 2 123 8,751 2 0 2 125 T3M 8,263 2 0 2 118 81901 2 0 2 127 9,014 2 0 2 129 T4M 8,083 2 0 2 115 8,708 2 0 2 124 81818 2 0 2 126 TFTM 8,257 2 0 2 118 8,896 2 0 2 127 9,008 2 0 2 129 i5V5 8,588 3 0 0 123 9,252 3 0 0 132 9,369 3 0 0 134 fi W Q T5S 8,595 3 0 1 123 9,259 3 0 1 132 9,376 3 0 1 134 TSM 8,573 3 0 2 122 9,236 3 0 2 132 9,353 3 0 2 134 T5W 8,517 3 0 2 122 9,175 4 0 2 131 9,291 4 0 2 133 BLC 6,770 1 0 2 97 7,293 _ 1 5,427 1 5,427 1 0 2 104 7,386 1 0 2 106 LCCO 5,038 5,038 1 0 2 72 0 2 78 5,496 5,496 1 0 2 79 RCCO 1 0 2 72 0 2 78 1 0 2 79 1050 P3 102W T15 11,661 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 T2S 11,648 2 0 2 114 12,548 3 0 3 123 12,707 3 0 3 125 z T2M 11,708 2 0 2 115 12,613 2 0 2 124 12,773 2 0 2 125 T3S 11,339 2 0 2 ill 12,215 3 0 3 120 12,370 3 0 3 121 T3M 11,680 2 0 2 115 12,582 2 0 2 123 12,742 2 0 2 125 T4M 11,426 2 0 3 112 12,309 2 0 3 121 12,465 2 0 3 122 TFTM 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 I� ` 1 T5VS 12,140 3 0 1 119 13,078 3 0 1 128 13,244 3 0 1 130 TSS 12,750 3 0 1 119 13,089 3 0 1 128 13,254 3 0 1 130 TSM 12,119 4 0 2 119 13,056 4 0 2 128 13,221 4 0 2 130 TSW 12,D40 4 0 3 118 12,970 4 0 3 127 13,134 4 0 3 129 BLC 9,570 1 0 2 94 10,310 1 0 2 101 10,440 1 0 2 102 i n v %I J LOCO 7,121 1 0 3 70 7,671 1 0 3 15 7,768 1 0 3 76 RCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 1250 P4 125W T1S 13,435 3 0 3 107 14,473 3 0 0 3 3 116 116 14,657 I—. 3 3 0 0 3 3 117 111 T2S 13,421 3 0 3 107 14,458 3 T2M 13,490 2 0 2 108 14,532 3 0 3 116 14,716 3 0 3 118 T35 13,064 3 0 3 105 14,074 3 0 3 113 14,252 3 0 3 114 T3M 13,457 2 0 2 108 14,497 2 0 2 116 14,681 2 0 2 117 T4M 13,165 2 0 3 105 14,182 2 0 3 113 14,362 2 0 3 115 TFTM 13,449 2 0 3 108 14,488 2 0 3 116 14,672 2 0 3 117 T5VS 13,987 4 0 1 112 15,068 4 0 1 121 15,259 4 0 1 122 T55 13,999 3 0 1 112 15,080 3 0 1 121 15,271 3 0 1 122 TSM 13,963 4 0 2 112 15,042 4 0 2 120 15,233 4 0 2 122 T5W 13,872 4 0 3 ill 14,944 4 0 3 120 15,133 4 0 3 121 BLC 11,027 1 0 2 88 11,879 1 0 2 95 12,029 1 0 2 96 LCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 RCCO 8,205 1 0 3 66 8,839 1 0 0 3 3 71 115 8,951 16,014 1 3 0 0 3 3 72 116 1400 PS 138W T1S 14,679 3 0 3 106 15,814 3 T2S 14,664 3 0 3 106 _ 15,797 3 0 3 114 15,997 3 0 3 116 T2M 14,274 3 0 3 103 _ 15,878 3 0 0 3 3 115 115 15,572 16,040 3 3 0 0 3 3 113 113 T3S 14,704 3 0 3 107 15,840 3 15,840 3 15,496 3 15,830 I 3 T3M 14,704 2 0 3 107 104 106 0 3 115 16,040 3 0 3 116 T4M 14,384 2 0 3 0 3 112 15,692 3 0 3 114 TFTM 14,695 2 0 3 0 3 115 16,030 3 0 3 116 T5VS 15,283 4 0 1 ill 16,464 4 0 1 119 16,672 4 0 1 121 TSS 15,295 3 0 1 ill 16,477 4 0 1 119 16,686 4 0 1 121 TSM 15,257 4 0 2 111 16,435 4 0 2 119 16,644 4 0 2 121 TSW 15,157 4 0 3 110 16,328 4 0 3 118 1 16,534 16,534 4 0 3 120 BLC 12,048 1 0 2 87 16,328 1 0 2 1 0 2 95 LCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 RCCO 8,965 1 0 3 65 9,657 1. 0 3 70 9,780 1 0 3 71 Way •Conyers, Acuity Brands Georgia Lighting, OUTDOOR One Lithonia ® 2011-2019 30012 Inc. All • rights reserved. Phone: 1-800-705-SERV (7378) • www hthornamm DSXt-LED Rev. Page 12/09/19 5 of JOB NO. 43266 SHEET NO. C1.7 " - D-Series Size 1 catalog Ordering • • • - i♦ To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D-Series Area Size 1 homepage. _ " Number Information NOTES Isofootcandle plots for the DSX7 LED 60C 1000 40K. Distances are in units of mounting height (25'). LED Area Luminaire °'�' Accessories p10,P71,P72orP13and rotated optics (L90,R90)only available rogeher. s r Lumen Ambient Temperature (LAT)Multipliers Electrical Load LEGEND 4 3 3 1 0 1 1 3 4 4 3 t 1 0 1 2 9 4 4 3 2 1 0 1 3 3 4 4 J 2 1 0 1 J 9 4 7 1EHC REHAB CHARLOTTESVILLE, VA Ordered and shipped separately 2 Not available with HS. 4 ; 4 8 ` 3 4 3 MVOLTdri-operates on any line voltage from 12o-277V(50/60 Hz). Use these factors to determine relative lumen output for average ambient temperatures v c 0.1 fc v" 4 Single fuse S wires 120V 27N or 34N. Double fuse D requires 208V 240V or 480V. ■ f44W,4rom 0-40°C 32-104° . DLL127F 1.S1U Photocell -SSL twist -lock (120-27N)" 9 (F1 requires (Fl eq 3 '� � 3 B a � 3 � ( F) , . rType DLL347F 1.S CULIU Photocell-SSL twirt-lock (347V)19 5 Univenalmotimng brackets intended for retrofit on existing, poles only. G vibration load rating per ANCI C136.31. `o g z `o z o r 120 208 240 277 347 480 1 1 - + I LA25 (2 TYPE T5W HEADS) 6 Must o de fixture with SPA option. Mart be ordered as a separate accessory; see Accessories information. For use with 2-3 B" mast arm (not included). ■ 1.0 fe z q z H ,� DLLOOF 1.50011 Photocell -SSL twist -lock (48OV)19 7 Must be ordered with PIRHN. Sensor cover available only in dark bronze, black, white and natural aluminum colors. , - , , - , _ cluserie1'��s r�� au �v `*° DSHORT SBKIf Shorting cap'" 8 Must be ordered with NLTAIR2. For more information on nUght Air2 ■ 1.0 fc w 0°C 321E ,.04 Pl 30 530 54 0.45 0.26 0.23 0.19 0.70 0.12 DSX1 H530C U House -side shield for P1, P2, P3, P4 and P511 9 Photocell ordered and shipped as a separate line item from Amity Brands Controls. See accessories. Not available with DS option. Shorting cap included. o - a _ _ o a 5°C 411E 1.04 p2 30 700 70 0.59 0.34 0.30 0.25 0.20 0.16 %' ` 10 If ROAM" node required, it must be ordered and shipped as a separate line item from Amity Bands Controls. Node with integral dimming. m 10°C 501E 1.03 I•► DS%1HS40(U House -side shield for P6 and PT' -1 °�' -1 a n P -1 11 DMG not available with PIRHN, PERS, PER7, PIR, PIRH, PIRIFC3V or PIRHIFC3V. v `- P3 30 1050 102 0.86 0.50 0.44 0.38 0.30 0.22 M Ili0 DS%1H560C U House -side shield for P8, P9, P10, P11 and P1211 12 Provides 50/50fixture operation via (2) independent drivers. Not available with PER, PERS, PER7, PIR or PIRH. Not available P1, P2, P3, P4 or P5. a -z -I � -2 F -z `J 15°C 50°F 1.02 E Introduction PUMBA DDBXDU* Square and roundpoleuniversal mounting 13Requires(2)separatelymitchedcircuitswithisolatedneutral.SeeOutdoorConbolTechnicalGuidefordetails. a Jz ,a Jz 3 Jz s Jz 20°C 68°F 1.01 P4 30 1250 125 1.06 0.60 0.52 0.46 0.37 0.27 M O bracket (specifyfinish)3° 14 Reference Motion Sensor table on page 4. z w z w z w z '^ V The modern styling of the D-Series is striking KMA8 DDBXDU Mastammountinbracketadator(seci 15Referencecontrobo options page Lt T15 y- T2M F- T2$ N- T3MN- 25°C 771E l.00 N Forward0 tics 1714 to 9 P (specify he controls functionality. < F < < r < P PS 30 1400 138 1.16 0.67 0.58 0.51 0.40 0.29 finish)° 16 Not available with other dimming controls options �' 30°C 861E 0.99 (Non -Rotated) O Specifications yet unobtrusive - making a bold, progressive DSXI EGS(HNISH) U External lamshidd 17 Notavailable with BLc, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. j 9 3s°c 951E 0.9s P6 40 1250 163 1.36 0.78 0.68 0.59 0.47 0.34 EPA: 1.13 ftz statement even as it blends seamless) with It$ 18 ReqMusben maim with fospechettine withPctory PER, (0.09 m'1y For more control options, visit - and :online. 19 Requires Iuminaire to be specified with PER, PIERS or PER7 option. See PER Table on page 3. 40°C 1041E 0.97 E:: ::Mw P7 40 1400 183 1,53 0.88 0.76 0.66 0.53 0,38 E environment. The D-Series distills the benefits For $ t w °' g e 8 of the latest in LED technology into a high ' ' ' ' ' 3 ' a ' ' ' ' ' W '(„ Length: a ; 4 u a ; " 3 P8 60 1050 207 1.74 0.98 0.87 0.76 0.64 0.49 = j 13" performance, high efficacy, long -life Iuminaire. 3 q 3 - � J 3 - Projected LED Lumen Maintenance P9 60 1250 241 2.01 1.16 1.01 0.89 0.70 0.51 � U O) � I= Width: ° Q - ( ( � (33.Otm) L -. z z z z Data references the extrapolated performance projections for the platforms noted in a Flo 60 530 106 0.90 0.52 0.47 0.43 0.33 0.27 O I" I" I� The outstanding photometric performance - _ 25°Cambient,basedon10,000hoursofLEDtesting(testedperlESNALM-80-08and LL i r-, Z Z Z Height H1: 7-1/2"" H2 results in sites with excellent uniformity, greater • • • alcjlated per E,usia helume 1m1n Rotated Optics Pll 60 700 137 1.15 0.67 0.60 O.s3 0.4z 0.32 ri W W W (79.Oun) HI --1 o °; o m o o To calculate LLF use the lumen maintenance factor that corresponds to the desired number (Requires L90 y,l M pole spacing and lower power densityltis NP of operatinghousbelow.Forotherlumenmaintenancevalues,contactfactory. orR90) P12 60 1050 207 1.74 0.99 0.87 0.76 0.60 0.46 Q J U CO Z Z Z Z Height H2: 3-1/2"" 1 ideal for replacing up to 75OW metal halide in EGS-External Glare Shield �� `� �g w - Ln O Z Z Z a 21 � -z '1 2 -z p .x LI � Operating P13 60 1250 231 1.93 1.12 0.97 0.86 0.67 0.49 " 1-1 O O 0 Weight 27 Ibs pedestrian and area lighting applications with J ` J a J ` J wade �za > o N I- O I-7a° a T35 ? w -' T4M `� ' TFTM Z'a' ' T5, 6 "-' 01.00 W N � d U U U (max): (12.2kg) typical energy savings of 65 /o and expectedNow> v service life of over 100,000 hours. .so r 12.05 r 12.48 100O1 0.85 H � X U Z Z � 0 U) Lit i LU > 91% 0 000 4 3 2 1 0 1 J 3 4 L 4 3 J 1 0 1 2 3 4 v 4 J 2 1 0 1 2 3 4 4 a 2 1 0 1 J 3 4 r Motion Sensor 1Settings WE E❑•2 �� UUU 3 ; High Level () = N Z 4 8 , ` � ` 5 Dimmed Phototce11 Dwell Ramp -up Ramp -down O) � 3 3 3 3 Option State (when Operation Time Time Time U % ,o O LtJ LtJ LU o _ -"o triggered) 2 Q Lr•) ,-.t Tenon Mounting Slipfitter** ' _ ' - ' . ' output V(100 o 0) p p p 3V (37%) ,OV (100�) ~ Lit (n FIR or PIflH Enabled@SEC Smin 3sec Smin C iH HANDHOLE ORIENTATION t4 *7.PIRIFC3Vor 3output 1oOutput O N w W W W �1 A+ Capable options indicated o a01 o - o Enabled@1FC Smin 3sec 5min ( mo - g PIRHIFC3V Output Output O) "T l Cn by this color background. SPA/RPA AS3-5190 AS3-5280 AS3-5290 AS3-5320 A53-5390 AS3-5490 -, a ,, 1. �P -, vP -, vP s_ M ti ti ti 2-3/8" SPUMBA AS3-5190 AS3-5280 A54-5290 AS3-5320 AS4-5390 A54-5490 in '� orusewhenmotionsensarisusedasdusktodawncontroh d z J 21 - .J � � OD J LV Li Li a to to • EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD RUPUMBA AS3-5190 AS3-5280 Asa-s3zo z Z z Z o w l � LY SPA/RPA AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 a TSS z T ' TSM -° ' TSW � ' BLC C = ~ D N'g .+9 . , DSX1 2-7/8" SPUMBA AST25-190 AST25-280 AST25-32( IT 11 11"RUPUMBA AST25-190 AST25-280 I AST25-320 Controls Options ® 1Color temperature Distribution SPA/RPA AST35 190 AST35 280 AST35-290 AST35-320 AST35-390 AST35-490 4" SPUMBA AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Nomenclature DescNpton Functionality Primary control device Notes c1j 4 3 Y 1 0 1 J 9 4 s 4 3 2 1 0 1 2 S 4 '3 DSXILED Forwardo tics 30K 3000K T1S T elshort TSVS T eVver short MVOLTI Shi edincluded A RUPUMBA AST35-190 AST35-280 AST35-320 P YP YP Y PP Handhole " 4 Field adjustable output device installed inside the Allows the lumiairetobemanually dimmed, Cannot be used with other controls options that P1 P4 P7 40K 4004 T2S Typellshort T5S TypeVshort 120' SPA Square pole mounting 3 � 3 FAO lumiaire,wired tothe driver dimming leads. effectively trimming the light output. FAO device need the 0-1 OV leads O P2 PS P8 SOK SOOOK T2M Tell medium TSM T eVmedium 208' RPA Round olemountin zE z YP YP P 9 (D P3 P6 P9 T3S Type III short T5W Type Vwide 240' WBA Wall bracket Template #8 Top of Pole , _ a DS Drivers wired independantly for 50/50 The luminaire is wired to two separate circuits, lndependently wired drivers Requires two seperately switched circuits. Consider O 1 4 s ountin Option Drilling Template 'v luminaire operation allowing for 50/50 operation. nUghtAIR asamore cost effectivealternative. Rotated optics T3M Type III medium BLC Backlight control 277 SPUMBA Square pole universal mounting adaptor 1.75"foraluminumpoles 9 p' g pate Single 2@180 2@90 3@90 3@120 4@90 o o _- a 2.75"for other pole types Head Location Side Side6&D Side6&C SideB,C&D RoundPoleOn Side A,B,CBD- - �:: �, -, - j* P10 P12 T4M Type IV medium LCCO Left corner cutoff 347 RPUMBA Round pole universal mounting adaptor Q 563^ Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39A5 DM32AS DM49AS ' � 2 9 � Compatible with standard twist -lock photocells twist-IockphotocellssuchasDLLElite Pins4&Stodimmingleadsandriver,Pins6&7 H Pll' PIT TFTM Forwardthrow RCCO Right 9 480' Shipped separately PP P Y .J Ja s a �z PER5orPER7 Twist -lock photocell recepticle for dusk to dawn operation, or advanced control nodes or advanced controlnadessuchasROAM. are capped that 0 N medium KMA8 DDBXDU Mast arm mounting bracket adaptor 1.325'• 2.650" 0400" (2 PLCS) i . , . , a ;z a LCCo 2 W RCCO Z w - provide0-10Vdimmingsignals. LL.I C) H O (Specifyfinish)b ", Motion Pill for Also W LL1 " \ I� N PA #8 2-7/8" 2-111" 3.5" 3 3" sensors with integral photocell. available withPIRH1FC3Vwhenthesensor PIRorPIRH Luminaires dim when no occupancy is detected. Acuity Controls SBGR 8-15' mounting; PIRH for 15-30' mounting photocell is used for dusk -to -dawn operation. _ 2 I- QPUMBA C31 "•I � RPA 18 #5 2-1/8" 2-7/8" 2-7/8" 3" 3.5" 4" 3.5" 4" 3" 3.5" I�E U 0\ C jRPUMBA Control options 111ther options #5 2-7/8" 3.5° 5" 5" 3.5" Motion and ambient light sensing with group response. NLTAIR2 PIRHN nLight AIR enabled luminairefor motionsensing, Scheduled dimming with motion sensor over -ride when nLight Air rSDGR nLight AIR sensors can be programmed and commissioned Q z "I N O photocell andwireless communication. witelessly connected to the nUg ht Eclypse. from the ground using the CIAIRity Pro a pp. O DATE Shipped installed PIR HigMaw,motion/ambientsensor,8-15'mountingheight Shipped installed DDBXD Dark bronze NLTAIR2 nLight AIR generation 2 enabled I ambient sensor enabled at5fcI'll HIS House-5ide shield 11 DBBXD Black j PIRHN Network,high/low motion/ambient sensors ' PIRH High4ow,motion/ambientsensor,l5-30'mountingheighL ambient enabled at SF Single DNAXD Natural aluminum of 51612019 PER NEMA twist -lock receptacle only (controls ordered separate) 9 PIRIFC3V High/low,motion/ambientsensor,8-15'mountingheight, DF Double fuse (208, 240, 48OV)" DWHXD White O DRAWN BY PERS Five -pin receptacle only (controls ordered separate) 1,11 ambient sensor enabled at 1fc 1111 L90 Left rotated optics' DDBTXD Textured dark bronze PER7 Seven -pin receptacle only (controls ordered separate) 910 PIRHIFC3V Bi-level,motion/ambientsensor, l5-30'mountingheight, R90 Right rotated optics' DBLBXD Textured black DMG 0-lOvdimming wires pulled outside fixture (for use with an ambient sensor enabledatlfc15'6 Shipped separately DNATXD Textured natural external control, ordered separately)11 FAO Field adjustable output'" BS Bird spikes s aluminum Z. DAHL DS Dual switching 1z" ° EGS External glare shield DWHGXD Textured white DESIGNED BY • • A. ALLISON '• L/THON/A One Lithonia WayConyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com Y 9 DSX1-LED '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) www.lithonia.com DSX1-LED '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) www.lithonia.corn DSX1-LED '• L/THON/A One Lithonia Way •Conyers, Georgia 30012 Phone: 1-8L10-705-SERV (7378) www.lithonia con-) DSX1-LED • CHECKED BY L/GHT//VG ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/GHT//VG. ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/GHT/NG. © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 L/GHT/NG, ® 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 COMMERCIAL OUTDOOR Page 1 of 8 � COMMERCIAL OUTDOOR Page 2 of 8 � COMMERCIAL OUTDOOR Page 3 of 8 � COMMERCIAL OUTDOOR Page 4 of 8 • 1. HASH • • SCALE • N.A. _ • _ . •Performance Data "l Capable Luminaire J This item is an A+ capable Iuminaire, which has been Lumen Output Lumen Output Lumen Output designed and tested to provide consistent color 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 Contact factory for Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data P P a is considered to be representative of the configurations shown within PY the tolerances allowed Lighting 9 Facts. Contact facto for 9 factory Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data P P is considered to be representative P of the configurations shown within 9 the tolerances allowed Lighting Y 9 Facts. Contact facto for 9 factory PP Y P tY• appearance and stem -level intern erabili ` performance data on any configurations not shown here. performance data on any configurations not shown here. performance data on any configurations not shown here. • All configurations of this Iuminaire meet the Acuity 1 1 Brands' specification for chromatic consistency ~^^4 am a- • This Iuminaire is A+ Certified when ordered with ' ' ill 1 R 410 I ,, iii 1 ` , , ' ' 00 iCR •iii 1 iii , •. , , 1 ' 1 00 1 ' DTL controls marked by a shaded background. ' DTL DLL equipped luminaires meet the A+ V T1S T2S 6,457 6,450 2 0 2 2 0 2 120 119 6,956 6,949 2 0 2 0 2 2 129 129 7,044 7,037 2 2 0 0 2 2 130 130 T1S T2S 17,654 17,635 3 3 0 0 3 3 108 108 19,018 18,998 3 3 0 0 3 3 117 117 19,259 19,238 3 3 0 0 3 3 118 118 T15 T2S 13,042 12,967 3 4 0 0 3 4 123 122 14,050 13,969 3 4 0 0 3 4 133 132 14,228 14,146 3 4 0 0 3 4 134 133 specification for Iuminaire to photocontrol O T2M 6,483 1 0 1 120 6,984 2 0 2 129 7,073 2 0 2 131 T2M 17,726 3 0 3 109 19,096 3 0 3 117 19,337 3 0 3 119 T2M 13,201 3 0 3 125 14,221 3. 0 3 134 14,401 3 0 3 136 interoperability1 T3S 6,279 2 0 2 116 6,764 2 0 2 125 6,850 2 0 2 127 T35 17,167 3 0 3 105 18,493 3 0 3 113 18,727 3 0 3 115 T3S 12,766 4 0 4 120 13,752 4 0 4 130 13,926 4 0 4 131 This Iuminaire is A+ Certified T3M 6,468 1 0 2 120 6,967 1 0 2 129 7,056 1 0 2 131 T3M 17,693 3 0 3 108 19,049 3 0 3 117 19,290 3 0 3 118 T3M 13,193 4 0 4 124 14,213 4 0 4 134 14,393 4 0 4 136 part of an solution for ROAM® or XPointTM Wireless control networks, :) T4M 6,327 1 0 2 0 117 6,816 1 0 2 126 6,902 1 0 2 128 T4M TFTM 17,299 17,672 3 3 0 0 3 3 106 108 18,635 19,038 3 3 0 0 4 4 114 117 18,871 19,279 3 3 0 0 4 4 116 118 T4M TFTM 12,944 13,279 4 4 0 0 4 4 122 125 13,945 14,305 4 4 0 0 4 4 132 135 14,121 14,486 4 4 0 0 4 4 133 137 providing out -of -the -box control compatibility 30 530 p1 TFTM 54W 6,464 1 2 120 6,963 1 0 2 129 7,051 1 0 2 131 40 1250 P6 163W 60 530 Plo 106W T5VS 6,722 2 0 0 124 7,242 3 0 0 134 7,334 3 0 0 136 75VS 18,379 4 0 1 113 19,800 4 0 1 121 20,050 4 0 1 123 T5VS 13,372 3 0 1 126 14,405 4 0 1 136 14,588 4 0 1 138 with simple commissioning, when ordered with T5S T5M 6,728 6,711 2 0 1 3 0 1 125 124 7,248 7,229 2 0 3 0 1 1 134 134 7,340 7,321 2 3 0 0 1 2 136 136 T5S T5M 18,394 18,348 4 4 0 0 2 2 113 113 19,816 19,766 4 4 0 0 2 2 122 121 20,066 20,016 4 4 0 0 2 2 123 123 T5S TSM 13,260 13,256 3 4 0 0 1 2 125 125 14,284 14,281 3 4 0 0 1 2 135 135 14,465 14,462 3 4 0 0 1 2 136 136 drivers and control options marked by a O T5W 6,667 3 0 2 123 7,182 3 0 2 133 7,273 3 0 2 135 T5W 18,228 5 0 3 112 19,636 5 0 3 120 19,885 5 0 3 122 T5W 13,137 4 0 3 124 14,153 4 0 3 134 14,332 4 0 3 135 background' g BLC 5,299 1 0 1 98 5,709 1 0 2 106 5,781 1 0 2 107 BLC 14,489 2 0 2 89 15,609 2 0 3 96 15,806 2 0 3 97 BLC 10,906 3 0 3 103 11,749 3 0 3 ill 11,898 3 0 3 112 To learn more about A+, H4 LCCO RCCO 3,943 3,943 1 0 2 1 0 2 73 73 4,248 4,248 1 0 1 0 2 2 79 79 4,302 4,302 1 1 0 0 2 2 80 80 LCCO RC(O 10,781 10,781 1 1 0 0 3 3 66 66 11,614 11,614 1 T 0 0 3 3 71 71 11,761 11,761 2 2 0 0 3 3 72 72 LCCO RCCO 7,789 7,779 1 4 0 0 3 4 73 73 8,391 8,380 1 4 0 0 3 4 79 79 8,497 8,486 1 4 0 0 3 4 80 80 visit www.acuitybrands.com/aplus. 0 T15 T2S 8,249 8,240 2 0 2 2 0 2 118 118 8,886 8,877 2 0 2 0 2 2 127 127 8,999 8,989 2 2 0 0 2 2 129 128 TIS T2S 19,227 19,206 3 3 0 0 3 3 105 105 20,712 20,690 3 3 0 0 3 3 113 113 20,975 20,952 3 3 0 0 3 3 115 114 TlS T2S 16,556 16,461 3 4 0 0 3 1 4 1. 121 120 17,835 17,733 3 4 0 0 3 4 130 129 18,061 17,957 4 4 0 0 4 4 132 131 1. See ordering tree for details. T2M 19,305 3 0 3 105 20,797 3 0 3 114 21,060 3 0 3 115 T2M 16,758 4 0 4 122 18,053 4 0 4 132 18,281 4 0 4 133 2. A+ Certified Solutions for ROAM require the order q T2M T3S 8,283 8,021 2 0 2 2 0 2 118 115 8,923 8,641 2 0 2 0 2 2 127 123 9,036 8,751 2 2 0 0 2 2 129 125 BS 18,696 3 0 3 102 20,141 3 0 3 110 _ 20,396 3 0 4 ill T35 16,205 4 0 4 1 118 17,457 4 0 4 127 17,678 4 0 4 129 of one ROAM node per Iuminaire. Sold Separately: T3M 8,263 2 0 2 118 81901 2 0 2 127 9,014 2 0 2 129 T3M 19,258 3 0 3 105 20,746 _ 3 0 3 113 21,009 3 0 3 115 T3M 16,748 4 0 4 1 122 18,042 4 0 4 132 18,271 4 0 4 133 Link to Roam; Link to DTL DLL T4M 8,083 2 0 2 115 8,708 2 0 2 124 8,818 2 0 2 126 T4M 18,M 3 0 4 103 20,296 3 0 4 ill 20,553 ' 3 0 4 112 _ T4M 16,432 4 0 4 1 120 17,702 4 0 4 129 17,926 4 0 4 131 11-4 30 700 P2 TFTM 70W 8,257 2 0 2 118 8,896 -< 2 0 2 - 127 9,008 2 0 2 129 40 1400 P7 TFTM 183W TSVS - 19,246 20,017 3 4 0 0 4 1 105 - 109 20,734 21,564 3 4 0 0 4 1 113 118 20,996 21,831 1 3 4 0 0 4 1 115 119 60 700 P11 TFTM 137W - TSVS 16,851 16,975 4 4 0 0 4 1 1 I 123 124 18,159 18,287 4 4 0 0 4 1 133 133 18,389 18,518 4 4 0 0 4 1 134 - 135 U) TSVS T55 8,588 8,595 3 0 0 3 0 1 123 123 9,252 9,259 3 0 3 0 0 1 132 132 9,369 9at ,376 3 3 0 0 0 1 134 134 TSS 20,033 4 0 2 109 21,581 4 0 2 118 21,854 4 0 2 119 TSS _ 16,832 4 0 1 123 18,133 4 0 2 132 18,362 4 0 2 134 �� J T5M 8,573 3 0 2 122 9,236 3 0 2 132 9,353 3 0 2 134 T5M 19,983 4 0 2 109 21,527 5 0 3 118 _ 21,799 5 0 3 119 T5M 16,828 4 0 2 1 123 18,128 4 0 2 132 18,358 4 0 2 134 CO F� T5W BLC 8,517 6,770 3 0 2 1 0 2 122 97 9,175 7,293 4 0 1 0 2 2 131 104 9,291 7,386 4 1 0 0 2 2 133 106 TSW BLC 19,852 15,780 5 1 0 0 3 3 108 86 21,386 16,999 5 2 0 0 3 3 117 93 21,656 17,214 5 2 0 0 3 3 118 94 T5W BLC 16,677 13,845 4 3 0 0 3 3 122 101 17,966 14,915 5 3 0 0 3 3 131 109 18,193 15,103 5 3 0 0 3 3 133 110 ; LCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 LOCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 LOCO 9,888 1 0 3 72 10,652 2 0 3 78 10,787 2 0 3 79 RC(O 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 RCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 RCCO 9,875 4 0 4 72 10,638 4 0 4 78 10,773 4 0 4 79 (3Z) T1S 11,661 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 T15 22,490 3 0 3 109 24,228 3 0 3 117 24,535 3 0 3 119 T1S 22,996 4 0 4 ill 24,773 4 0 4 120 25,087 4 0 4 121 FEATURES & SPECIFICATIONS z w T2S 11,648 2 0 2 114 12,548 3 0 3 123 12,707 3 0 3 125 T25 T2M 22,466 22,582 3 3 0 0 4 3 109 109 24,202 24,321 3 3 0 0 4 3 117 118 24,509 24,635 3 3 0 0 4 3 118 119 US 12M 22,864 23,277 4 4 0 0 4 4 110 112 24,631 25,075 5 4 0 0 5 4 119 121 24,943 25,393 5 4 0 0 5 4 120 123 INTENDED USE nLIGHT AIR CONTROLS Q T2M 11,708 z o z 115 12,613 z 0 2 124 12,773 2 0 2 125 The design D-Series Size 1 the high The DSXI LED Iuminaire is AIR for W c cn T35 11,339 2 0 2 111 12,215 3 0 3 120 12,370 3 0 3 121 T3S 21,870 3 0 4 106 23,560 3 0 4 114 23,858 3 0 4 115 T35 22,509 4 0 4 109 24,248 5 0 5 117 24,555 5 0 5 119 sleek ofthe reflects embedded performance area also available with nLight® the T3M 11,680 2 0 2 115 12,582 2 0 2 123 12,742 2 0 2 125 T3M 22,527 3 0 4 109 24,268 3 0 4 117 24,575 3 0 4 119 T3M 23,263 4 0 4 112 25,061 4 0 4 121 25,378 4 0 4 123 LED technology. It is ideal for many commercial and municipal applications, such as ultimate in wireless control. This powerful controls platform provides Q U Q T4M 11,426 2 0 3 112 12,309 2 0 3 121 12,465 2 0 3 122 T4M 22,038 3 0 4 106 23,741 3 0 4 115 24,041 3 0 4 116 T4M 22,824 5 0 5 110 24,588 5 0 5 119 24,899 5 0 5 120 parking lots, plazas, campuses, and streetscapes. out -of -the -box basic motion sensing and photocontrol functionality and � 3 30 1050 P3 TFTM 102W 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 60 1050 PS TFTM 207W 22,513 3 0 4 109 24,253 3 0 4 117 24,560 3 0 4 119 60 1050 P12 TFTM 207W 23,414 5 0 5 113 25,223 5 0 5 122 25,543 5 0 5 123 CONSTRUCTION is suitable for mounting heights up to 40 feet. Once commissioned using LIJ J Z 21 a TSVS T5S 12,140 12,150 3 0 1 3 0 1 119 119 13,078 13,089 3 0 3 0 1 1 128 128 13,244 13,254 3 3 0 0 1 1 130 130 TSVS T5S 23,475 23,434 5 4 0 0 1 2 113 113 25,224 25;244 5 4 0 0 1 2 122 122 25,543 25;564 5 4 0 0 1 2 123 123 TSVS TSS 23579 23,380 5 4 0 0 1 2 114 113 2s,401 25,187 5 4 0 0 1 2 123 122 25,722 25,506 5 4 0 0 T 2 124 123 Single -piece die-cast aluminum housing has integral heat sink fins to optimize a smarthone and the easy -to -use CLARITY a P y pp, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group TSM 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 T5M 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 thermal management through conductive and convective cooling. Modular Q �1 Q �, TSM T5W 12,119 12,040 4 0 2 4 0 3 119 118 13,056 12,970 4 0 4 0 2 3 128 121 13,221 13,134 4 4 0 0 2 3 130 129 T5W 23,221 S 0 4 112 25,016 5 0 4 121 25,332 5 0 4 122 T5W 23,165 5 0 4 112 24,955 5 0 4 121 25,271 5 0 4 122 design allows for ease of maintenance and future light engine upgrades. The LED drivers in direct low response without the need for additional equipment. Scheduled dimming with motion sensor over -ride can be achieved when used with the nLight (A L -0 BLC 9,570 1 0 2 94 10,310 1 0 2 101 10,440 1 0 2 102 SLC .-.I- 2 0 3 89 19,885 2 0 3 96 20,136 2 0 3 97 BLC 19,231 4 0 4 93 20,717 4 0 4 100 20,979 4 0 4 101 are mounted contact with the casting to promote operating Eclypse. Additional information Air be found here. t LCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 3 76 LCCO 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 LOCO 13,734 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 temperature and Ion life. Housing is completely sealed against moisture and P g g P y g about nLight can J m T i 2 0 RCCO 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 RCCO 13,716 4 0 4 66 14,776 4 0 4 71 14,963 4 0 4 72 environmental contaminants (IP65). Low EPA (1.01 "for optimized pole wind INSTALLATION , ^ a CD RCCO Tis 7,121 13,435 1 0 3 3 0 3 70 107 7,671 14,473 1 0 3 0 3 3 75 116 7,768 14,657 1 3 0 0 3 3 76 117 Tis 25,575 3 0 3 106 27,551 3 0 3 114 27,900 3 0 3 116 T15 25,400 4 0 4 110 27,363 4 0 4 118 27,709 4 0 4 120 loadin 9 Included mountingblock and inte ral arm facilitate uick and easy 9 q Y Q V 7t T2S 13,421 3 0 3 107 14,458 3 0 3 . 116 14,641 3 0 3 117 T2S 25,548 3 0 4 106 27,522 3 0 4 114 27,871 3 0 4 116 T2S 25,254 5 0 5 109 27,205 5 0 5 118 27,550 5 0 5 119 FINISH installation. Stainless steel bolts fasten the mounting block securely to poles �l co O T2M 13,490 2 0 2 108 _ _ 14,532 3 0 3 116 14,716 3 0 3 118 T2M 25,680 3 0 3 107 27,664 3 0 3 115 28,014 3 0 3 116 T2M 25,710 4 0 4 111 27,696 4 0 4 120 28,047 4 0 4 121 Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset and walls, enabling the D-Series Size 1 to withstand up to a 3.0 G vibration TM c�11 T35 13,064 3 0 3 105 14,074 3 0 3 113 14,252 3 0 3 114 US 24,870 3 0 4 103 26,791 3 0 4 ill 27,130 3 ) 4 113 T3S 24,862 5 0 5 108 26,783 5 0 5 116 27,122 5 0 5 117 powder coat finish that provides superior resistance to corrosion and weathering. load rating per ANSI C136.31. The D Series Size 1 utilizes the AERIS series N BM 13,457 2 0 2 108 14,497 - 2 0 2 116 14,681 2 0 2 117 T3M T4M 25,617 3 0 0 4 4 106 27,597 3 3 0 0 4 4 115 112 27,946 3 3 0 0 4 4 116 113 13M T4M 25,695 25,210 5 0 0 5 5 ill 109 27,680 5 0 0 5 120 28,031 5 0 5 5 121 119 A tightly controlled multi -stage process ensures a minimum 3 mils thickness for pole drilling pattern (template #8). NEMA photocontrol receptacle are also available. :Ili T4M 13,165 2 0 3 105 14,182 _ 2 0 3 113 14,362 2 0 3 115 25,061 3 104 26,997 27,339 5 27,158 5 5 118 27,502 5 0 a finish that can withstand extreme climate changes without cracking or peeling. cv 30 1250 P4 TFTM 125W 13,449 2 0 3 108 14,488 2 0 3 116 14,672 2 0 3 117 60 1250 P9 TFTM 241W 25,602 3 0 4 106 27,580 3 0 4 114 27,929 3 0 4 116 60 1250 P13 TFTM 231W 25,861 5 0 5 112 27,860 5 0 5 121 28,212 5 0 5 122 Available in both textured and non -textured finishes. LISTINGS c T5VS 13,987 4 0 1 112 15,068 4 0 1 121 15,259 4 0 1 122 T5VS 26,626 5 0 1 110 28,684 5 0 1 119 29,047 5 0 1 121 T5VS 26,043 5 0 0 1 113 28,056 5 0 1 121 28,411 5 0 1 123 OPTICS UL Listed for wet locations. Light engines are IPat rated; Iuminaire is IP65 ( ^ o a) T55 TSM 13,991 13,963 3 0 1 4 0 2 112 112 15,080 15,042 3 0 4 0 1 2 121 120 15,271 15,233 3 4 0 0 1 2 122 122 T55 T5M 26,581 26,s81 4 5 0 0 2 3 111 110 28,707 28,635 5 5 0 0 2 3 119 119 28,997 28,997 5 5 0 2 3 121 1z0 T55 T5M 25,814 25,818 4 5 0 2 3 112 112 27,813 27,813 5 5 0 0 2 3 120 120 28,172 28,165 S 5 0 0 2 3 122 1z2 Precision molded proprietary acrylic lenses are engineered for superior areaa rated. Rated for 40°C minimum ambient. U.S. Patent No. D672,492 S. v J 13,872 4 0 3 111 14,944 4 0 3 120 15,133 4 0 3 121 T5W 26,406 5 0 4 110 28,447 5 0 4 118 - 28,807 5 4 1z0 T5W 25,586 5 - 0 4 111 27s63 5 0 4 119 27,912 5 0 4 121 lighting distribution, uniformity, and pole spacing. Light engines are available in International patent pending.TSW / i�BLC v ,d 11,027 1 0 2 88 1 0 2 95 12,029 1 0 2 96 BLC 20,990 2 0 3 87 22,612 2 0 3 94 22,898 2 S 3 95 BLC 21,241 4 0 4 92 22,882 4 0 4 99 23,172 4 0 4 100 standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D-Series Size 1 DesignLights Consortiu nS (DLC) Premium qualified product and DLC LCCO RCCO 8,205 uo5 1 0 3 1 66 __11,879 8,839 8,839 1 0 1 3 3 71 8,951 1 0 3 72 72 LCCO RCCO 15,619 15,619 2 2 0 0 4 4 65 65 16,825 16,825 2 2 0 0 4 4 70 70 17,038 17,038 2 2 4 4 71 71 LCCO RCCO 15,170 15,150 2 5 0 0 4 5 66 66 16,342 16,321 2 5 0 0 4 5 71 71 16,549 16,527 2 5 0 0 4 5 72 72 has zero uplight and qualifies as a Nighttime Friendlym" product, meaning it is LEEDO Green GlobesTM for qualified product. be 0 3 � T1S 14,679 0 3 3 0 3 66 106 15,814 _. 0 3 0 3 71 115 8,951 16,014 1 3 0 0 3 3 116 consistent with the and criteria eliminating wasteful uplight. Not all versions of this product may DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights. H- T2S 14,664 3 0 3 106 15,797 3 0 3 114 15,997 3 0 3 116 ELECTRICAL org/QPL to confirm which versions are qualified. 0 Z T2M T3S 14,739 14,274 3 0 3 3 0 3 101 103 15,878 15,377 3 0 3 0 3 3 115 111 16,079 15,572 3 3 0 0 3 3 111 113 Light engine configurations consist of high -efficacy LEDs mounted to metal- International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) is T3M 14,704 2 0 3 107 15,840 3 0 3 115 16,040 3 0 3 116 core circuit boards. to maximize heat dissipation and promote long life (up to available for all products on this page utilizing 3000K color temperature only. _ U T4M 14,384 2 0 3 104 _ 15,496 3 0 3 112 15,692 3 0 3 114 L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1 % WARRANTY O co 30 1400 PS TFTM 138W 14,695 2 0 3 106 15,830 3 0 3 115 16,030 3 0 3 116 5-year limited warranty. Complete warrant terms located at: y p y N ch TSVS T55 15,295 15,295 4 0 1 3 0 1 iillll 111 16,477 16,477 4 0 4 0 1 1 119 119 16,686 16,686 4 4 0 0 1 1 121 121 failure rate. Easily serviceable 10kV sure protection device meets a minimum Y 9 P Category C Low operation erANSI/IEEE C62.4L2). 9 Y P (P wv - a.con -. -:- - c- ditions.aspx r l ❑ U T5M T5W 15,257 15,157 4 0 2 4 0 3 ill 110 16,435 16,328 4 0 4 0 2 3 119 118 16,644 16,534 4 4 0 0 2 3 121 120 STANDARD CONTROLS The DSX7 LED Iuminaire has a of control options. Dusk to dawn Note: Actual performance may differ as a result of end -user environment and application. v a5 BLC 12,048 1 0 2 87 12,979 1 0 2 94 13,143 1 0 2 95 area number controls can be utilized via optional NEMA twist -lock photocell receptacles. All values are design or typical values, measured under laboratory N s LCCO 8,965 1 0 3 65 9;657 1 0 3 70 9,780 1 0 3 71 Integrated motion sensors with on -board photocells feature field -adjustable conditions at 25 °C. LU RCCO 8,96s 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 programing and are suitable for mounting heights up to 30 feet. Specifications subject to change without notice. 6 o '• L/THON/A One Lithonia Way Conyers, Georgia 30012 • Phone: 1-800.705-SERV (7378) • www.lithonia.com Y ' Y 9 DSX7-LED '. L/THON/A One Lithonia Way •Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) • www.lithonia.com DSX1-LED '. L/THON/A One Lithonia Way •Conyers, Georgia 30012 Phone: 1-800-705-SERV p378) www.lithonia.com DSx1-LED '. L/THON/A One Lithonia Way •Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) www.lithonia.com DSX1-LED L L/GHT/NG ® 2011-2019 Acuit Brands v Li htin Inc. e s• All rights hts reserved. s Rev. ,2/09/19 Page 5 of 8 L/GHT/NG• © 2011-2019 Acui Brands Acuity Li htin Inc. s s. All rights s hts reserved. Rev. 12/09/19 Page b of 8 L/GHT/NG 0 2011-2019 Acui Brands n Li htin Inc. s s, All rights hts reserved. a Rev. 12/09/19 Page 7 of 8 © 2011-2019 Acui Brands Li htin Inc. All ri hts reserved. L/GHT/NG. Acuity s s• s Rev. 12/09/19 Page 8 of 8 NI COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR Z) JOB NO. 43266 SHEET NO. 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CHARLOTTESVILLE OFFICE 3(333 • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� N) > I o r N O UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL = . o DATE REVISION DESCRIPTION , o _ . m N � � 7119119 REVISED PER COUNTY COMMENTS G� C) I�j M IV W 11 n � r- z O � N o 12117119 REVISED PER COUNTY COMMENTS ��' z ALBEMARLE COUNTY VA D '�' m z o m 02/14/2020 REVISED PER COUNTY COMMENTS ��TT 0 z0 M O O m = U Q 0 z m ti. �� l� °' OVERALL EXISTING CONDITIONS z These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com = w - UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL 03 P irI,o ALBEMARLE COUNTY, VA O1 EXISTING CONDITIONS These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE 30z3� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� a o DATE REVISION DESCRIPTION p rn w o UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL Ln m N p 7119119 REVISED PER COUNTY COMMENTS G� z o ALBEMARLE COUNTY, VA rn o o n z o 12/17/19 REVISED PER COUNTY COMMENTS 02/14/2020 REVISED PER COUNTY COMMENTS Ni o rn E _ Q W DEMOLITION PLAN z These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE 3033 • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� N) a I o r� r N C':1 3�> UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL = . o DATE REVISION DESCRIPTION o _ . m N � � 7119119 REVISED PER COUNTY COMMENTS G� C) I�j M IV W 11 n = � r- z O � N o 12117119 REVISED PER COUNTY COMMENTS z ALBEMARLE COUNTY VA D � '�' m z o m 02/14/2020 REVISED PER COUNTY COMMENTS I�TT W zz M O , p rn = U Q 0 z m ti. �� l� °' DEMOLITION PLAN z These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 'Y i op—m� ROADWAY DESIGN BY OTHERS SEE PLANS TITLED "UVA . RESEARCH PARK�LOOP D" - I / ,ram- i -w------- —------- cq aa- - PROP.ACSA WATERLINE EASEMENT PROP. SWM FACILITIES Ln MANAGEMENT EASEMENT L1 J / \ 5 \ M \ L6 N C" 20' ACSA EASEMENT (BY OTHERS - SEE PL N U SET WP0201800091 U) w w w ws U w �P WU) DRY POND \ _ �w U \ W z �w W z -- — — — 4"W — 4'� oc-s - nn'n- - LJ PHYSICAL THERAPY COURTYARD ww-.64 I I Nsm, PROPOSED REHABILITATION HOSPITAL FFE: 573.92 w -+--- PRIVATE STREET,----- N ROW WIDTH 67' — w �— ---I - ---- ---- - /i II FUTURE PROPOSED SAN LATERAL FOR E STATION ❑ Ln Ln L i L i N U U w w w Iw W ¢w W — w c/) t) w w I z z J J 2 2 U U � F— Q Q 73 .p �— 'ACSA EASEMENT Y OTHERS - SEE PLAN i =T WP0201800091) SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK SEWER EXTENSION" ROADWAY DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" � SqN� 20' ACSA EASEMENT (BY OTHERS - SEE PLAN SET WP0201800091) NOTES: 1. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/ CONTRACTOR SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 2. CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE CITY GAS DEPT. ON THE TIMING AND INSTALLATION OF THE PROPOSED GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE IS WITHIN 6 INCHES OF FINAL GRADE. 3. 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. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE STRUCTURAL PLANS- S203) NPO b5 SCALE 1 "=60' NOR 0 60' 120' y Lie. No. 31371 02-14-2020 . ��S'InNAL M E O O M U N N N C Q O > E W N E Lu Q M a} U. o L W O rp < W -O -w W JH — u) p N U W N O 3x � oJe oa =t U Ln > a Ln O N (3) M a � CO J I'D F- U) 0 _ 0 0 W > U Q z 0 Ln > 0 �QI �2I z CL C) 0 C) w »> p O O O z O U) CL- a cj- >o00 W W W W C4 C4 0 w � � N � O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 " = 60' J Q a O z O H� I --I W > TQ J y Z � w O J v J w Q/ _ J Q Q w 1 W J co O J a TW i v O U z W \< JOB NO. 43266 SHEET NO. C4.0 �a :30 -0 X Ur O cn C z (1)o 02 T H E O C a% (D N a o (D 3 z N O 2 Q �x o It 0 0 0- o .3 t m o Y N co 7 N X r— o .o O U .E.-� i d y (6 O O � O O 7 O U co a�g 2-0 .UTz O N O � U a 2 cN �c: N o O U (E o_ o n L 0 Q a T a L0 M 0 N 0 N N 0 0 0 a LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE STRUCTURAL PLANS- S203) NPR a3 SCALE 1 "=20' NOR 0 20' 40' WIRE FENCE /J -V ram' y v� y --,,-V yy yIV �v, D. . 2 PG. 325 D. B. 2635 PG. 454 D. B. 1802 PG. 682 10.5 ACRES (ADJUSTED) PROP. 20' ACSA WATERLINE EASEMENT 10' X 22' DUMPSTER ENCLOSURE (6) BOLLARDS 22.5° BEND AESTIC WATER LINE / 2 5° + 45° BEND HYDRANTFIRE ASSEMBLY (PUBLIC) R43' �6�91P I — / 24' 45° BEND CG'6 GATEVA / 11.25° + 22.5° R5' +45° BEND TEE 8"X6" TEE 45° BEND 90° BEND ww � '��` 1, CANOPY 1� • 11111from I ld 1 DETECTABLE ► _WARNING STRIP y Lie. No. 31371 02-14-2020 ��'S'InNAL E 0M 0 � U N N N C > E Lu a LL o Imo- Imo- I�- u. Lu WJUuri O a > oo N F OU U O OU tn C� uJ N M Lu oa �� o 000 _ Q) N z �UaLn W W W , a a oLn Q Q Q NOTES: R 8" DIP METAL FENCE x FLANS) w � 1. A KNOX BOX SHALL BE REQUIRED FOR THE / WATER GAS METER � > > > PROPOSED BUILDING. ARCHITECT/ CONTRACTOR 90° co_j WWW BEND METER VAULT CDuw SHALL COORDINATE WITH FIRE MARSHAL'S R3' (2 PSI SUPPLY) OFFICE FOR FINAL LOCATION. 11.25° + 22.5° 5' CURB (2) DUMPSTERS BEND g 1 TRANSITION (SEE DETAIL ON 6 2. CONTRACTOR SHALL COORDINATE WITH j ADA PARKING CHARLOTTESVILLE CITY GAS DEPT. ON THE SIGN, TYP. o SHEET 5 CANOPY TIMING AND INSTALLATION OF THE PROPOSED GG6 R3' R5' °o (SEE ARCH. PLANS) o= GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE IS WITHIN 6 INCHES OF FINAL GRADE. 9' TYP. 9 I O 2,000 GAL. GREASE TRAP WITH 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A ASSOCIATED PIPING AND STRUCTURES O 0 LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS 9'9a (SEE M.E.P. PLANS FOR DETAILS) Q)SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL PUBLIC DRAINAGE 4' 18' o rn cN RAMP WITH HANDRAILS ''' °i •� o BE ARRANGED OR SHIELDED TO REFLECT LIGHT EASEMENT 24' R3, 0 ' G�' 24.8' 11 w cN AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. 7 67' (2) 4" DOMESTIC, (1) 8" FIRE LINE F = Q SEE SITE PHOTOMETRIC SHEETS FOR 18' 9' I 7' & (1) 6" FDC CONNECTION. Q c ADDITIONAL INFORMATION. GG2 1 ' — REFER TO ARCH/MEP PLANS G2 —J FOR FURTHER DETAILS. DATE ip o0 5, M 51612019 CLEANOUT _ @-------------�----------- O / g, (TYP.) DRAWN BY CG-6 � PROPOSED I TREE LINE 18' Z. DAHL ° v O9 9 SUNSHADE I v � ° DESIGNED BY RF TYP. I (SEE ARCH. PLANS)(TYP.) v ° a R3' R3' RF FLUSH CURB ° ° a ` a ° ° •0 A. ALLISON GAS LINE TO BE a ° ° v a ° a a ° R30' / 24' INSTALLED BY v ° ° a a a v ° • CHECKED BY CHARLOTTESVILLE GAS G� ` I ° ° v°a v v J. HASH c v 9' TYP. DEPT. (SEE NOTE #2) ° ' R5' °0 9 DETECTABLE SCALE R5' R3' R3 R3' I WARNING STRIP (TYP.) v a ° CG-6 / 8' PROPOSED REHABILITATION HOSPITAL 18 18 FFE = 573.92 ° v ° a G py AV / ® 0 RE • O D N $, '-� i g'A a ° ° c a ° ° PL AD n n 8' � I � I N �24 O G)N 18 ® N O7 8' CG-12 PHYSICAL THERAPY COURTYARD ""_4 18'� U 00 ' (SEE ARCH. PLANS FINAL DETAILS) FOR a ci R5 R3' R3' R3' R5' 11 �G-2 I @-—————————————— -- — — — — — — — — — -- Vl b b U ADA STRIPING 8"X6" TEE WITH GATE VALAVE R3' 24' (SEE DETAIL) FIRE HYDRANT CG-12 �_ 9' TYP. 5, ASSEMBLY (PUBLIC) R5' 5' R27.5' N Z 9' RF R3' 1, TYP. R3' O OV 6' U 7.5' I --I R7.5' 18' CANPY ® 1O 5' ® CG-12 REFER TO ARCH. PLANS FOR ui ADDITIONAL INFORMATION. LLJ z 13 O 91 g = — — 20' — FLUSH CURB W Q N TYP. ® / 2 J a N N 1 CANOPY COLUMN. REFER TO ARCH. 18 rr^^ ® 0 LR3'IPLANS FOR ADDITIONAL INFORMATION V J ;ev ,,,/ i SUNSHADE W W R5' R3� R3 �g g�'— 7�fg� fg��fg R5 — — (SEE ARCH. PLANS)(TYP.) W c ---- 24' _ �/� _ 24' PROP. 20' ACSA CG-12 V J w Q J PROPOSED WATERLINE 8" DIP - G ��// U TREE LINE EASEMENT FIRE LINE DETECTABLE W I..L �— R5' WARNING STRIP N_ J R5' RAMP WITH HANDRAILS R7.5' Z R5' CG_2 (SEE SHEET C1.1) oo — < 5 J 2: oZS Lu TT m MINIMUM SETBACK, 10' STOP SIGN 24 R27.5' �� CONTRACTOR TO TIE TO —1 Q Q �— SANITARY SEWER STUB U w O —� -- (PROVIDED BY OTHERS) 2 ROAD IMPROVEMENTS BY OTHERS. SEE//�,_R25' R25 DRAWINGS TITLED "UVA RESEARCH V 1 PARK LOOP ROAD o° a -- ° ° e d d �° °d° e d ° e ° � TIE TO WATERLINE G / ° ° Ln °°°°° ° ` e ° d G ° a d ° ° G G ` ° d ° ° eV a SAN — SAN ° ° ° Q e ° e ° ° ° - G G 1 - --- — - — - — - — - — - — SAN S ° 8 e �' d ° ° e ° e ---------- SAN — — ° ° e e -------- SAN — — ° d O --- - - SAN W W W--------I-----___ SAN c - -- _ WATERLINE STUBS AN �� -- _ (TO BE PROVIDED BY OTHERS GAS LINE TO BE INSTALLED BY SAN W _ W CHARLOTTESVILLE GAS DEPT_ —�— e d ° ° ° ° ° ° ° ° e ° d n° W----- d ° e ° ° 4e W (SEE NOTE #2) W — n � ° W d e e C W ° d , e G) PROPOSED DRIVE AISLE TO TIE TO ° °A A d 44 u W - > ENTRANCE STUB PER DRAWINGS ° — ° uFo a -- - VA ° TITLED "UVA RESEARCH PARK LOOP - - ° - - � — ° -- -- PROP, 20' ACSA EASEMENT -A ROAD" BY OTHERS ` (BY OTHERS -SEE PLA - e ° d e° d JOB NO. Fo � 8"x8" TEE AND SET WP02018-91) _ 8" GATE VALVE D c�Fo 43266 z I / SHEET NO. C4.1 0 c .N U C 0 0 0 a a T C 0 a m 0 c co tn c a 0 am 0 3 c 70a �0 o� CU) z �0 0� c H E o -O C c o cN a 0 (D 3 z N o� �Q �x O L c 0 aw o .3 Q Y u) U � .o d U 2 d N (6 O N o � O E � � m 7 a0 �-0 �-0 �U O �o U 7o c N N o O U (E o_ o .E L 0 a -0 Q T a M O N C) N N 0 0 0 a FIRE HYDRANT ASSEMBLY (PUBLIC) - . CANOPY COLUMN.• ARCH. PLANS FQRADDITIONAL INFORMATION (TYP.) EASEMENT 1 6�91P / 24' 45° BEND / „W 4„ R3 5 4„W 5 4„W —24' — 4„W CG'6 / R18' R3' GATE V VE / n CG-2 9' � C,C 4, CG- ' / R5' (4) TYP. 2 11.25° + 22.5° BOLLARDS © 18 © CG-12 i 12.33' +45° BEND CG-2 6" TEE 45° BEND / 90° BEND vwv + as TRANSFORMER PAD 6' CG-12 FLUSH CURB CG-12 � CANOPY END ,° (BY DOMINION ENERGY) REFEROARCH. GENERATOR (SEE ARCHITECTURAL PLANS FOR coo CG-2 PLANS FOR DETAILS) ADA PARKING SIGN, TYP. ADDITIONAL G � v � INFORMATION DETECTABLE FPC SCREEN WARNING STRIP (TYP.) L — I ❑ ❑ I ° I .., ° ° v WALL I (SEE ARCH. v TAL FENCE I a PLANS) S METER a a PSI SUPPLY) I ° DUMPSTERS E DETAIL ON 6' SHEET C1.2) CANOPY ° %RCH.PLANS) a GAL. GREASE TRAP WITH CIATED PIPING AND STRUCTURES M.E.P. PLANS FOR DETAILS) WITH HANDRAILS o- (2) 4" DOMESTIC, (1) 8" FIRE LINE r & (1) 6" FDC CONNECTION. REFER TO ARCH/MEP PLANS FOR FURTHER DETAILS. Q 4 4 - — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — 1 \ I a PLANS)(TYP.) v a v I P (TYP.) ° a V ED REHABILITATION HOSPITAL ° °a GAZEBO FFE = 573.92 ° a v ° ° REFER TO ARCH. ° a ° PLANS FOR ° ADDITIONAL -0 a INFORMATION COURTYARD @— — — — — — — — — — — PHYSICAL THERAPY (SEE ARCH. PLANS FOR FINAL DETAILS) — — — — -- 9 -- — — — — — — — — — — — — — -- 4" SDR-26 PVC DOMESTIC WATER LINE (REDUNDANT CONNECTION) L — 4"W-- 4" Vim_ 4 R3' � R2' R3' R3'— 9' CG-12 TYP. `C ` CG-2 / / I / O I o / cn D �I z I cy) 22.5 + 45° v BIR 19' END ui \ PRO:'. PUBLIC W 4'11v R19" I .. J // � �� /—R3' n O O 4 N A 6' 18' 9' TYP. r--R3' 4" CLEANOUT FOR FUTURE MIN INV = 570.00 PUBLIC DRAINAGE — EASEMENT 6' 0 v ADA PARKING SIGN, TYP. CG-12 ° FLUSH CURB — ° b RCH. PLANS FOR INFORMATION. B PROPOSED REHABILITATION HOSPITAL FFE = 573.92 DETECTABLE LUMN. REFER TO ARCH. WARNING STRIP ADDITIONAL INFORMATION ADE U 6' RCH. PLANS)(TYP.) -- W 0ui SUNSHADE CG-12 CONTRACTOR TO TIE TO (SEE ARCH. PLANS)(TYP.) 4" SDR-26 PVC DOMESTIC 5 SANITARY SEWER STUB 3 WATER LINE (REDUNDANT CONNECTION) (PROVIDED BY OTHERS) W CONTRACTOR TO TIE TO W �— SANITARY SEWER STUB ��^^ � BEND (PROVIDED BY OTHERS) V) 2 _. f — W SAN 20.62' — 4 __ Z CG-2 18' 0 O N 24'-------- 10 RT CG- p R3' 9, TYP. 2 DRA NAGE EASEMENT cn Z \ �w v r J I I W I zcn rn I 1 U 1 I I I t I � D `Z I ' I I I I I � IZ I24'----I-18 I I I �C I I U) D � z 9, 10 I I TYP. 9' l I 5, R3'—/ 19 1 g' 4 9' .p 5' 91 5' 45° J BEND `I I 9' —24' STOP SIGN 1.1 PROP. 20' ACSA EASEMENT (BY OTHERS - SEE PLAN SET WP02018-91) NOTES: 1. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/ CONTRACTOR SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. I 2. CONTRACTOR SHALL COORDINATE WITH c I CHARLOTTESVILLE CITY GAS DEPT. ON THE Y TIMING AND INSTALLATION OF THE PROPOSED z GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE II IS WITHIN 6 INCHES OF FINAL GRADE. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS II SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT G G G WATER METER VAULT R25 R25 G — ° G TIE TO WATERLINE ° 8 ° ° 8 ° A ° d U ° °0.*00000 ° d ° ° d ° ° ° d ° d/ / STALLED BY SAN G — — — _ -- 4S AN SAN E GAS DEPTH —�— — EE NOTE #2) -------_—____ W W - W W ZZZ — SANSAN (TO BE PROVIDED BY OTHERS) - —------------- d ° °d ° c - -..- _ ° d ° ° ° UFO — _- 1 - P - 8 ° - PROP. 20' ACSA EASEMENT a - ° ° ° ° ° ° r ° (BY OTHERS - SEE PLAN------° 44 ° d ° d ° °d d ° ° _ PROP. 20' ACSA EASEMENT SET WP02018-91) (BY OTHERS - SEE PLAN SET WP020 D z AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR MINIMUM SETBACK, 10' ADDITIONAL INFORMATION. LEGEND: ICONCRETE SIDEWALK HEAVY DUTY CONCRETE IHEAVY DUTY ASPHALT I LIGHT DUTY ASPHALT I HARDSCAPE (SEE STRUCTURAL PLANS- S203) NPO g3 SCALE 1 "=20' 0 20' 40' r H op`� y Lie. No. 31371 02-14-20120 P ��'S'InNAL M E 0 0 M U N N N C > E 6.9 w aLL LL o Imo- Imo- I�- o G W W W W a> ,N F OU OU OU U` W N a �o =X u »> oa �� o 000 _� N z �UaLn W W W CL a a p N a > j CO J � F- vi O O ~ 0 0) o N Q �N \ ti N z o O DATE Ln M 51612019 O DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • 1. HASH • • SCALE • 1"=20' I —I Vl O z O I --I Q z Q ~ J J a I --I m a O w _ J 2: 06 J W m J a I.0 O i rr ^^ Q rVl1 V 1 Q O U z Lu \�J JOB NO. 43266 SHEET NO. C4.2 70a �0 o C cn Z �0 0 T � E O -0 C �a) cN a 0 cy(D U 3 z N 0 2 Q X H O w O O L--� c 0 C, o `3 CL 0 Y N � �N �0 O U L � d y (6 0 0 O O 7 O U N -00 a0 �-0 U -0 N 0 � U a 2 �N c� N o 0 U C O t .E S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C4-SITE.dwg I Plotted on 2/14/2020 3:54 PM I by Andrew Allison In a a � a Z'JO d co 0 M„� w M111V — c9 N � _ t�l J 0 c� a I ZJ � IO D 0 Z ;a �zzm �mn n � O O Z m m n U) O C) z r O D O D� O rn W \ \ N`dS- - NVS S \ mr S (vv'Z)- > C) m— M \m — — — — MATCH LINE SEE SHEET C4.2 3 D X t z O GC/) I m- I z -, nm D �_ M I m--j �m mCn z G ''6- \ d? mom m D mOc� � rn \ �n F= W N ,z \ \ � 0 DcnDaocnrm D 6)D�=00-on =300cn p m m= D zD.. ZOr�m O o Z Ozm�zmD�Z!�Iz-Omov v0 =�G)D�pa'G�orn0�u X \ J C'u, z0DOC2On6)2<M P0210CMz Cn m 0 r—X=rW4r=Dzr=D O�Or� O Wr-MA r Dt] D = C = = n r �---iK= p—mlrnrrOmG)oo \ \/ m mo � < < O m -Mn / Cn z z� �zmZG)O— C) \ N) �n o o m o rnmumc;�mDz0 �1O-n=0C c>' C c c mo��00MG) oozmm� W_U C)m D m WmOz�OC�y�mD C)m �� \ c Cl) D C) 0 m� m D m m o r— m� m D- O o D = V 0z m 0DMIM0 M. �0� c�i�np0 m=D o D = 0 D pmDD 00Z� =Z'U M� , _U D m r �0Zpr� Z-p Dom_ �cnD / o z m �rcC= m�m (nDm -0 M cn C)G)=ED C/) ONmrn �=Dm � 0 omm N CD U) m 0o _U m z zTIMMONS GROUP. _ • rn w W UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL m N ALBEMARLE COUNTY, VA W o 0) 0 0,i I LAYOUT & UTILITIES PLAN THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION v m � N 7119119 REVISED PER COUNTY COMMENTS 11 v n n � z O ti D 12117119 REVISED PER COUNTY COMMENTS NJ r-O M o O m 0211412020 REVISED PER COUNTY COMMENTS = W o W s � These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. STORM PIPE TABLE STORM STRUCTURE TABLE v UPSTREAM DOWNSTREAM STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION y y y \ PIPE # DIA FROM -TO INVERT INVERT SLOPE LENGTH DESCRIPTION y/ - - - - - - - - - \ 22 567.90 1.79' DI-3C 8 ft Throat 216 571.00 7.28' DI-313 8 ft Throat 610 573.32 5.21' 12" Basin - Dome Grate y EX18 18" 22 - 310 566.11 566.40 -1.00% 29.29 LF 18 inch RCP - 00 100 486.83 8.34' EW-1 - Precast 218 571.73 7.61' DI-3B 8 ft Throat 612 573.32 4.44' 12" Basin - Dome Grate z P� 83 101 30" 102 - 100 484.17 484.00 1.00% 16.96 LF 30" HDPE _ - - - - - - 102 489.23 5.22' Manhole MH-1 220 574.25 8.05' DI-313 8 ft Throat 704 573.62 4.17' Cleanout - 103 21" 104 - 102 491.50 484.27 9.13% 79.21 LF HDPE Pipe -� \ \ 104 499.43 8.10' Manhole MH-1 222 575.39 7.95' Manhole MH-1 802 572.32 7.69' DI-3B 8 ft Throat SCALE 1"-20' \ \ - 105 21" 106 - 104 506.00 493.37 10.00% 126.30 LF HDPE Pipe 106 523.72 17.89' Manhole MH-1 224 579.50 11.14' Manhole MH-1 804 572.32 7.48' DI-3B 8 ft Throat 0 20' 40' 107 21" 108 - 106 517.01 507.79 9.00% 102.47 LF HDPE Pipe TMP#-32-18 108 535.95 19.11' Manhole MH-1 302 572.27 11.42' DI-3B 4 ft Throat 806 570.61 4.7T 24" Basin -Dome Grate RS/TY OF / P" " TP 109 21" 110 - 108 521.00 517.11 4.31% 90.20 LF HDPE Pipe 60" CONC. RISER 304 572.91 10.43' DI-3B FP Left 808 573.69 4.41' Cleanout T /ON 110 523.00 2.58' WITH TRASH RACK 32 195 36" 196 - 194 531.04 527.00 12.94% 31.23 LF HDPE Pipe 306 571.36 7.76' DI-3C 6 ft Throat 810 573.78 6.17' Cleanout �2635P-G. 454 194 530.69 ???' ES-1 for 12-36 inch Pipes (Outlet) B. 1802 PG; 682 - - - - - - - - - _ \ TP 197 36" 198 - 196 538.75 533.19 6.79% 81.84 LF HDPE Pipe 308 571.58 7.00' 24" Basin -Dome Grate 812 573.65 4.28' Cleanout CRES (ADJUSTED) ` ° 196 540.00 8.95' Manhole MH-1 (60" Dia.) 310 571.72 5.87' 24"x24" VDOT DI-1 - 199 36" 200 - 198 540.07 538.75 2.00 /0 66.18 LF HDPE Pipe / / / F- 201 36" 202 - 200 541.08 540.07 1.92/° ° 52.60 LF HDPE Pipe 198 546.36 7.62' Manhole MH-1 (60" Dia.) 316 572.52 6.11' 18" Basin - Dome Grate / / / \ \ 203 36" 204 - 202 543.04 541.88 7.20% 16.13 LF HDPE Pipe 200 553.17 13.10' Manhole MH-1 (60" Dia.) 318 573.82 4.28' Cleanout / col° 211 202 549.73 8.64' Manhole MH-1 (60" Dia.) 402 572.97 6.68' 24" Basin - Dome Grate _ / - / - - - - - - - - - - - - 212 \ \ 205 36" 206 - 204 548.44 547.10 5.59% 24.07 LF HDPE Pipe 204 554.77 11.73' Manhole MH-1 (60" Dia.) 502 573.87 5.92' Cleanout - _ _ _ - - / / / , \ \ 207 36" 208 - 206 559.15 557.87 8.70% 14.68 LF HDPE Pipe - - - _ _ / / \ �\ \ / 601 'W 4„W 206 564.48 16.20' Manhole MH-1 (60" Dia.) 602 570.85 6.48' 15" Basin - Dome Grate _ _ _ - / / \ - - - - - - 209 36" 210 - 208 561.05 560.19 0.50% 171.28 LF HDPE Pipe 208 571.51 12.53' DI-3C 8 ft Throat 604 573.89 7.77' 15" Basin - Dome Grate 211 36" 212 - 210 562.12 561.15 0.62% 156.36 LF HDPE Pipe / 210 572.29 11.24' Manhole MH-1 (60" Dia.) 606 573.52 7.19' 15" Basin -Dome Grate _ _ _ - _ _ / / 213 30" 214 - 212 563.22 562.22 0.50% 199.00 LF HDPE Pipe 212 569.99 7.87' DI-3C 6 ft Throat 608 573.52 4.59' 12" Basin - Dome Grate 215 30" 216 - 214 563.72 563.32 0.76% 52.74 LF HDPE Pipe 214 571.28 8.06' DI-3C 8 ft Throat 217 24" 218 - 216 564.12 563.82 0.75% 39.93 LF HDPE Pipe _ _603 nw \ \ o 0 219 24" 220 - 218 566.20 564.22 1.50% 132.11 LF HDPE Pipe / / / _ i _ _ _ _ _ - _ _ _ - ' _ _ ' ' / \ 572 221 24" 222-220 567.44 566.30 1.50% 75.88 LF HDPE Pipe - - - - -�_\ 701 \ \ `S�� 573 / -- - -- ------a w -- 223 24" 224-222 568.36 567.54 1.54% 53.41 LF HDPE Pipe s _ �o 301 24" 302 - 208 560.85 560.20 1.00% 65.47 LF HDPE Pipe / / _ - i i _ - _ - - _ _ _ _ 585_ - - " - - 21 �\� \ x I J / 1 ----- _'-_- I \ -v 303 18" 304 - 302 562.48 560.95 1.00% 152.49 LF 18" HDPE _ _ - - - - - / ' //'/ / / ' / � _' � ' � '_ -. - _ - - I I � - - v13P`- 305 18" 306 -304 563.60 562.58 1.00% 102.35 LF 18" HDPE '_ - ----- c� 307 18" 308 - 306 564.75 563.70 1.00% 105.01 LF 18" HDPE 309 18" 310 - 308 566.01 564.85 1.00% 116.50 LF 18" HDPE 315 12" 316 - 304 566.51 565.48 1.041/0 99.43 LF 12" HDPE 317 6" 318 - 316 569.59 567.01 4.00% 64.43 LF 6" HDPE 704 \ 401 12" 402 - 208 566.40 564.50 2.56% 74.15 LF 12" HDPE / , I I / / / �/ / / / �6 / / / // / ��� co \ --- ° CLEANOUT (TYP.) 501 8" 502 - 210 568.00 565.34 5.70% 46.65 LF HDPE Pipe ° HDPEP / // ' I I I Ifi I I I I I �3R $ // // 216 8g\° Q \ rY i O� y Lie. No. 31371 02-14-2020 . ��'S'InNAL M E 0 0 M U N N > E °� E w a U. o Imo- Imo- I�- LL o G W W W `� a > o N F OU OU OU (D W N CL < O 0 x v7 > oaw o U U U _ N Z OC OC OC F_ < �aa 0 N a > j CO J � F- Ui O 0 O ~ o rn °1 o 0 w '� \ N Q �N \ *� N z o O DATE Ln 0 51612019 601 12 602 - 212 564.47 563.19 3.00 /° 42.83 LF ipe o / / A I l // / / A 603 15" 604 - 602 566.24 565.33 1.00% 91.08 LF 15" HDPE / / _ _ - \ \ \ \ / / / / / \ I Q 605 15" 606-604 566.53 566.24 1.00% 28.58 LF Ductile Iron Pipe / / / / , 1 \ \ \ _ _ - ' ' ' / /' ' / �' ` ' \ \ \ • /0 r' (51. v v v 604 607 8" 608-606 568.98 568.42 1.00% 55.67 LF 8" HDPE \ Q \ \ \ p - - - _ 59, \ ti og \ \ p \ \ \ • 1b - _ _ , / _ , - \ I \ \ \ \ DOWNSPOUT (TYP. 609 12" 610 - 606 568.17 566.63 1.00% 154.22 LF 12" HDPE �Q ( �' \ \ '\\\ 6�9 $73 - CLEANOUT (TYP.) ® _ • 611 12" 612 - 610 568.98 568.27 1.00% 71.25 LF 12" HDPE \'` � \ \ / 6�� 219 `\ ° c v \ \ 701 6 - 566.53 563.66 9.50 /° 30.15 LF HDPE Pipe \ \ '1 5 / -------� 1 I I I 6 CLEANOUT JY'�.) 606 � 703 6" 704- 569.45 566.53 9.50% 30.75 LF HDPE Pipe / / 1/1 v �5� 220 , G� b \ • DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. 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CHARLOTTESVILLE OFFICE 3Q� • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • O TEL 434.295.5624 FAX 434.295.8317 www.timmons.com AA Ln UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL o o DATE REVISION DESCRIPTION n o "� v = Ln m N 7119119 REVISED PER COUNTY COMMENTS G� Q (nm w u D 7 z p N D 12/17/19 REVISED PER COUNTY COMMENTS z ALBEMARLE COUNTY VA ry r- m m z O M �T zz Ol o M = W o o � 0211412020 REVISED PER COUNTY COMMENTS O m O1 GRADING & DRAINAGE PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE 3Q� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 0 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com� �- rn w W UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL No o ALBEMARLE COUNTY, VA O1 GRADING & DRAINAGE PLAN DATE REVISION DESCRIPTION 7119119 REVISED PER COUNTY COMMENTS v m N G/ Q n v n z O ti D 12/17/19 REVISED PER COUNTY COMMENTS rn o O m 0211412020 REVISED PER COUNTY COMMENTS �T Iq O = W { o z W These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE 3Q� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� C I� DATE REVISION DESCRIPTION n ` UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL _ m N o rn 7/19/19 REVISED PER COUNTY COMMENTS G� Q m W W II n = n r z p ti D 12117119 REVISED PER COUNTY COMMENTS N z ALBEMARLE COUNTY, VA N rn o o = z O m 0211412020 REVISED PER COUNTY COMMENTS �T� W o Ol o = W O I— o O1 GRADING & DRAINAGE PLAN { These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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SEE DRAWINGS I\ i I /I --� w / TITLED "UVA RESEARCH \\ `� I I 1 ,}- = - - - - ----- PARK LOOP ROAD" -UFO - d "d e a V� ' / / / P ° / -e \ \ -� \ VAS / / e / / e/ d a 8 / e/ ° e d ' _d \ ,.\ \ e\ \ \ea \ d _ - _ a -a_ a J7� �/a e- d ia/ ° e Q \\ \\�\ \\ / ,' e d e /a ' / A / / / / / // // / /' SCALE1"=20' -576 _ - \NOR 578 / / / 0 20 40 580 rY i op`� y Lie. No. 31371 02-14-2020 ��'S'InNAL M E 0 0 � U N N > E QH U. Lw0 W c M �JUco w J - u) H d � p N X O C) = "t c U j a c '-^ rn O N � M a CO J � F- �I �I Z OOoo W 0 coo Z O Ln Q- a CL w � � � O O O N w " " O C N � O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 ,O/ JOB NO. 43266 SHEET NO. C5.5 70a �O O U m cn Z �O 0 g c H E O -O c c a) (D N a o c (D 3 Z N O X H O w O o 0 0 aw o .3 0 >r d U i �N (6 O =o E � 7 O U N 7 a d m U O N O O U a2 cu c rn N o O U o_ o � � .E L S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C6-HYDR.dwg I Plotted on 2/14/2020 4:00 PM I by Andrew Allison 000mm � 0 -Tj zrTi GO o° I i III. U)",D Z. II � II+ m-0 WW mr E�: n mo z� � D z > 0 m m r_ Z � m� 0 m_U C/) N m� mn -i D 9 V r� L JF- I i�_-I- NdS NHS-0— T? oomm N 4 N1 rr, it tiwz�� Q)(o� o� z U) T m;a m0 <7 mD � n C) CD � D �m 0 ccn N m o i�: �m z co � 0 m 70 Cn D m r z m m D m m z m-0 CnW mr E�:n mo z � D z D G) Cn m D m CD G n mm— � � r mm� ��W D D C 70 W no o0 0 D 70 D Cn D D D D m m� z M cn m z IT MCn m KD m Z < m D zD D C7 �m cn —I G) ( n Z � m � >M m m mm Dz �co 00 o r �m o Q 0 0 --I I THIS DRAWING PREPARED AT THE TIMMONS GROUP• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 303� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� t7 r N UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL o DATE REVISION DESCRIPTION o _ v m N � 7119119 REVISED PER COUNTY COMMENTS G� IV W 11 n = � r- z O N 12117119 REVISED PER COUNTY COMMENTS z ALBEMARLE COUNTY VA D (A m m z o m 0211412020 REVISED PER COUNTY COMMENTS ��TT (� z0 Q> O p m _ 0 z m °' STO RM WATE R FACILITY EASEMENT <z These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. ,YH op-'� STA 10+00.00 WATER METER VAULT STA 10+07.85 45° BEND STA 10+63.21 5�n 45° BEND TIE TO WATER LINE STUB PROVIDED AT THE PROPERTY LINE. CONTRACTOR TO VERIFY DEPTH & LOCATION PRIOR TO THE START OF CONSTRUCTION. STA 13+27.61 22.5°+45° BEND STA 13+78.47 22.5° BEND STA 17+34.76 45° BEND STA 17+01.88 45° BEND STA 17+91.42 CONNECT TO BUILDING 5(9n PROP. EXIST. GRAD 575 GRADE 575 / / S MIN 3.5' M I N / 570 \ 570 \ �.5' MIN 1.5' MIN \ 1.5' IN \ 1.5' MIN _ 71T�0�M / 565 \ ST RM 565 STORM STORM PI EP 601 \ PIPE 315 STORM PIPE 501 1.5' MIN P7 4" SDR-26 PVC PIPE 401 DOMESTIC WATERLINE 560 560 4" SDR-26 PVC DOMESTIC WATERLINE 555 555 550 550 545 545 - PROP. BUILDING - CONTRACTOR TO REFER TO ARCH/MEP PLANS FOR CONNECTION ELEVATION & FURTHER DETAILS. 5' MIN. COVER AT BUILDING. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 4 INCH DOMESTIC WATERLINE (REDUNDANT CONNECTION) HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 STA 10+19.00 STA 10+25.66 WATER METER VAULT 22.5° + 45° BEND STA 13+71.22 STA 10+37.59 8"X6" TEE STA 13+74.74 STA 10+16.01 STA 13+26.54 90° BEND 22.5° + 45° BEND STA 11+19.61 22.5° BEND 11.25° + 22.5° + 45° BEND 90° BEND STA 14+76.34 STA 13+01.24 STA 10+00 STA 10+48.23 STA 10+00 STA 10+66.77 STA 13+95.61 8"X4" TEE &VALVE 11.25° + 22.5° BEND CONNECT TO BUILDING 8"X4" TS&V 8"X6" TEE WITH 8"X4" TEE 90° BEND STA 14+48.47 STA 12+54.10 CONNECT TO BUILDING GATE VALVE 11.25° + 22.5° BEND 590 590 SAri riAS WIN :R 585 \ EXIST. \ GRADE PROP. 575 GRADE 57 1 570 PROP.8" \ / 5 MIN 570 3.5' MIN WATERLINE V MIN Tl'MIN 565 565 4" SDR-26 PVC STORM DOMESTIC PIPE 701 WATERLINE 560 560 PROP. BUILDING 9+50 10+00 11+00 12+00 4 INCH DOMESTIC WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 TIE TO WATER LINE STUB PROVIDED AT THE PROPERTY LINE. CONTRACTOR TO VERIFY DEPTH & CONTRACTOR TO REFER LOCATION PRIOR TO TO ARCH/MEP PLANS FOR THE START OF CONNECTION ELEVATION CONSTRUCTION. - & FURTHER DETAILS. 5' MIN. COVER AT BUILDING. 590 590 585 \ 585 / EXIST. \ �' GRADE 580 580 PROP. BUILDING 575 575 PROP. GAS GRADE / LINE -moo / 570 \ / / 5' IN 570 3.5' MIN ------------- V MIN 565 F,7, 565 STORM PIPE 805 PROP. 4" WATERLINE STORM PIPE 701 560 560 9+50 10+00 11+00 12+00 13+00 8 INCH WATER SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 CLEANOUT STA 10+00.00 TOP 573.30 INV OUT 566.00 (3-2) - CONTRACTOR TO REFER TO ARCH/MEP PLANS FOR CONNECTION ELEVATION & FURTHER DETAILS. 5' MIN. COVER AT BUILDING. 15+00 575 CLEANOUT STA 10+81.44 TOP 573.05 INV IN 564.78 (3-2) INV OUT 564.78 (2-1) CLEANOUT STA 10+97.75 TOP 572.62 INV IN 564.53 (2-1) INV IN 561.53 (STUB) 575 PROP. GRADE EXIST. 570 GRADE 570 565 3-2 565 81.44' OF 6" S R-2 PPVC @ 1.50 / 560 2-1 560 16.31' OF 6" SD -26 PVC @ 1.52% 555 555 9+50 10+00 11+00 SSWR 3 - SSWR 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CLEANOUT STA 10+47.33 4 TOP 575.09 INV IN 565.37 (8-7) CLEANOUT STA 10+08.83 5 TOP 573.21 INV IN 566.10 (BLDG-8) INV OUT 566.00 (8-7) 590 585 575 PROP. GRADE 570 STORM PIPE 807 - TIE TO EXIST. STUB. CONTRACTOR TO VERIFY DEPTH & LOCATION PRIOR TO THE START OF CONSTRUCTION. 11+50 5 590 EXIST. GRADE 585 0 50 PROFILE SCALE TIE TO EXIST. STUB. CONTRACTOR TO VERIFY DEPTH & LOCATION PRIOR TO THE START OF CONSTRUCTION. BLDG-E 8-7 8.83' O 38.50' OF 6" SDR-26 PVC 6" SDR-26 @ 1.27° @ 1.64% 560 9+50 10+00 BLDG - SSWR 4 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 560 11+00 Lie. No, 31371 02-14-20120 rS'InNAL M E 0 o U N ui N O Q O > E W (3 E Lu Q u" w o 0 u- L w O rp Of ui 2 M �J000 W J -Ln a in p N Ur LY N z �- °B v O x W J cif UJ 0 Q 'zj_ U„x WN = U > � Q �Ln rn O N a i M a GO J D 0 U D 0 0 w > w U Q z 0 > D 0 W W W z 0 of U Z w p O O O z 0 Ln w j j Lu 0 DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE AS SHOWN z O I-1 LL H� O J HMS a W > TQ a 1 z w Z) �--� u z w Q J I w Z Q u) w06 J m w J Qaz uj H V 1 w V) Q Q G O U z W Q JOB NO. 43266 SHEET NO. C7.0 6 = 0 co U G (DO E 7 O U m O Y '6 U O � m .o m U -0 i cm co c: U � o QY n L S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C7-PROF.dwg I Plotted on 2/14/2020 4:01 PM I by Andrew Allison 6 cri 0 O Cn 0 0 O O 0 0 N O O W 0 O W O 0 0 W T� N N N WCn , + TI o N o N O 00 + 0 0 w 0 0 0 O 0 Cn O 0 0 0 W O + • o U CD T� N N 00 N 0 0 O z 0 w 0 0 w + U1 O Cn Cn -9h. U1 U7 Cn Cn Cn 0) Cn Cn 0) v Cn v Cn 00 Cn 00 Cn CO O M O 01 O M O Cn O U1 O N C-n �_� o m O N o m m W \ =oo co in p CDm 1 -nP N W / Cno, o m O j t o m„cfl N W \tJ 4�t O 1 1 -0mo� o / W Cn O N C:) J N rn m 0 N) o m m cn ®' i i D mC % o ---Io�orn / CDm 0 N o Om X Dcn mmw / 0 � i"- z / @ rn 1 o=G I N O Io mm� 1 I A rn O = N Cn C 0o C)m0No Z7�J / o mmco l Ip0 U1 -Ih� cn -P�k cn Cn cn cn Cn rn cn rn Cn ti cn � Cn 00 Cn 00 Cn c0 o v, o U1 o cn o cn o cn o O < O O O U1 U1 _ 0 W U1 = Z7 f l 01 U1 .11 m N vi C�C�� P _ _ ni C� O �� �p U1po 0 rc0 rn Jp00N Dm �� com0o Dm �� �mOo mm� mr mz o m m cn rn rn Mr mz l J d7 N = W O =o N N CD -uOo N-0 0 0 o m m w o mM W CP]°�� z� � cnm X N = D�`' z o rrlmco >Cz W CO/ � C) OD J 0 Q0 m O c) o m -„ 4 co CJC,- � / = N G)X �'_ D U) -00(0 o m m cn , 1 m D O � m � m cn U1 cn cn Cn cn cn nn cn U1 cn cNr, o cws, o ci1 o C- o En o J :n J :n :J1 224: Manhole MH-1 STA 10+00.00 TOP 579.50 INV OUT 568.36 (223) 222: Manhole MH-1 STA 10+53.59 TOP 575.39 INV IN 567.54 (223) INV OUT 567.44 (221) 220: DI-313 8 ft Throat STA 11 +28.62 TOP 574.25 INV IN 566.30 (221) INV OUT 566.20 (219) 218: DI-313 8 ft Throat STA 12+58.55 TOP 571.73 INV IN 564.22 (801) INV IN 564.22 (219) 216: DI-313 8 ft Throat INV OUT 564.12 (217) STA 12+98.49 TOP 571.00 INV IN 563.82 (217) INV OUT 563.72 (215) 214: DI-3C 8 ft Throat STA 13+51.23 TOP 571.28 INV IN 563.32 (215) INV OUT 563.22 (213) 212: DI-3C 6 ft Throat STA 15+50.21 TOP 569.99 INV IN 562.22 (213) INV IN 563.19 (601) INV OUT 562.12 (211) 210. Manhole MH-1 (60" Dia.) STA 17+06.57 TOP 572.29 INV IN 561.15 (211) INV IN 565.34 (501) INV OUT 561.05 (209) 208: DI-3C 8 ft Throat STA 18+77.86 TOP 571.51 INV IN 560.20 (301) INV IN 564.50 (401) INV IN 560.19 (209) INV OUT 559.15 (207) s _ 9 Z CD:n < z z z co O < < < 0 C - - - i Z Z Z C W v,CnCTICn � coo�o0Dco - -• Cn N T O ;:v Cn CD O O Cn + � O N N A W O 0 0 0 0 6 0 CDr« 202: Manhole MH-1 (60" Dia.) STA 10+54.86 TOP 549.73 INV IN 541.88 (203) INV OUT 541.08 (201) 200: Manhole MH-1 (60" Dia.) STA 11 +07.46 TOP 553.17 INV IN 540.07 (201) INV OUT 540.07 (199) 198: Manhole MH-1 (60" Dia.) STA 11 +73.68 TOP 546.36 INV IN 538.75 (199) INV OUT 538.75 (197) 194: ES-1 for 12-36 inch Pipes (Outlet) STA 12+86.75 TOP 530.69 INV IN 527.00 (195) O O n r m U) D r C1 M o CA 204: Manhole MH-1 (60" Dia.) STA 10+38.73 TOP 554.77 INV IN 547.10 (205) INV OUT 543.04 (203) U, 206: Manhole MH-1 (60" Dia.) STA 10+14.68 TOP 564.48 INV IN 557.87 (207) INV OUT 548.44 (205) 196: Manhole MH-1 (60" Dia.) STA 12+55.52 TOP 540.00 INV IN 533.19 (197) INV OUT 531.04 (195) THIS DRAWING PREPARED AT THE TIMMONS GROUP• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 303� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� a r N W 44 UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL D o U1 DATE REVISION DESCRIPTION = cn m U) . , , 7119119 REVISED PER COUNTY COMMENTS G� C) M cj U) n I n �` � p D 0 12117119 REVISED PER COUNTY COMMENTS N z ALBEMARLE COUNTY, VA o m can o n m = z o m z p� 0 0211412020 REVISED PER COUNTY COMMENTS STORM PROFILES I z These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. S:\103\43266-UVA Encompass_Rehab\DWG\Sheet\CD\43266-C7-PROF.dwg I Plotted on 2/14/2020 4:01 PM I by Andrew Allison O CTI Cn o Cn O 0 110: 60" CONC. RISER o WITH TRASH RACK O co STA 10+06.98 TOP 523.00 INV OUT 521.00 (109) 108: Manhole MH-1 o-VIE STA 10+97.18 O TOP 535.95 INV IN 517.11 (109) CD INV OUT 517.01 (107) O < _ N 106: Manhole MH-1 m �_ +o STA 11 +99.65 N O TOP 523.72 Cl) n -v INV IN 507.79 (107) D D O INV OUT 506.00 (105) m7 cn 0 0 0 VJ w o O O O 104: Manhole MH-1 STA 13+25.95 TOP 499.43 Vol INV IN 493.37 (105) INV OUT 491.50 (103) + 102: Manhole MH-1 0 O STA 14+05.17 TOP 489.23 INV IN 484.27 (103) INV OUT 484.17 (101) z�Co <OO - m D .. z�,m � rn + + o W N O W N � mm m rn 70 O n p D m a Q0 DPI o N Cn N O D O /� 402: 24" Basin - Dome Grate z oo N O STA 10+00.16 - TOP 572.97 m o o O INV OUT 566.40 (401) 1 rl . m -n c 07 � mm O Om 1 N x 208: DI-3C 8 ft Throat c„ o D. - - 1 2 - p - STA 10+74.31 rn D TOP 571.51 m p INV IN 560.20 (301) o r m INV IN 564.50 (401) z Cq INV IN 560.19 (209) N m n INV OUT 559.15 (207) O p cn cn a� a) -4 -4 00 +CID o cn o cs, o cs, o cn o 0 0 cri � Cn o 0 00 + cn O cn 00 0 00 0 0 612: 12" Basin - Dome Grate o STA 10+00.00 < p (n 502: Cleanout TOP 573.32 m o STA 10+00.00 CY) 00INV IN 569.48 (DOWNSPOUT) - N o TOP 573.87 O INV OUT 568.98 (611) n n /� INV OUT 568.00 (501) D r Cal r O N 210: Manhole MH-1 (60" Dia.) cy,STA 10+46.65 _ 610: 12" Basin - Dome Grate cn TOP 572.29 m O STA 10+71.25 U) INV IN 561.15 (211) N TOP 573.32 n n INV IN 568.27 (611) INV IN 565.34 (501) INV OUT 561.05 (209) D D + INV OUT 568.17 (609) 00 mm&o N+-� o N O O ��� VJ 0 rn N 0 0 606: 15" Basin - Dome Grate STA 12+25.47 c„ TOP 573.52 N CO-„ INV IN 566.63 (609) o INV IN 568.42 (607) INV OUT 566.53 (605) co Cn cn o w Cn O 608: 12" Basin - Dome Grate o STA 10+00.00 TOP 573.52 INV OUT 568.98 (607) O 606: 15" Basin -Dome Grate STA 10+55.67 < _ TOP 573.52 M O � INV IN 566.63 (609) � N -� 604: 15" Basin - Dome Grate INV IN 568.42 (607) n n /U TOP 573.89 STA 25 INV OUT 566.53 (605) I, r- M o INV IN 566.24 (605) !!� _rn MO INV OUT 566.24 (603) 1 I 00 6 o _� T� N 602: 15" Basin - Dome Grate STA 11 +75.33 N TOP 570.85 N INV IN 565.33 (603) o INV OUT 564.47 (601) o 212: DI-3C 6 ft Throat v o STA 12+18.16 TOP 569.99 M c„ INV IN 562.22 (213) r c, INV IN 563.19 (601) + n Cn o INV OUT 562.12 (211) D r m CD - THIS DRAWING PREPARED AT THE TIMMONS GROUP 0 • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 303� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� a o r N UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL D _ o Ul DATE REVISION DESCRIPTION _ cn m m N 7/19/19 REVISED PER COUNTY COMMENTS G� C) r" W ° n G) D 0 12117119 REVISED PER COUNTY COMMENTS rn co n I z N �� N z ALBEMARLE COUNTY, VA o m c�i� o n o = W o m N o C� ° 0211412020 REVISED PER COUNTY COMMENTS STORM PROFILES z � �1 A OD � 0o A CO � CO Ui O Cn Cn cn cn O Cn N cn W Cn W cn A Cn � Ul O Ul O Ul O Ul O Ul O _o Ul O Ul O Ul 'A = N O W � o � O o / o m -n c9 / �oOm ��DO / � om m' N O / ��Oo o rnm� / 0 �mOo Ox / D (n / m N v / p - o m O o o m„w / i 00 omOo o mm, I / .A �1 � -P � Do W CO � CO Cn O cn O Cn � cn � cn N cn N cn W cn W cn � Cn � Ut O Ul O Ul O Cn O Cn O cn O cn O cn o cor, o cn o N � 7 G o mm� N �nn _ Y � � O o o m rn c� i I D� �� rn m' I rn � � w o cn o cn o rn rn � � w o cn o cn o o cn _ cn y o p rn �mOo o mm� Om N �100 D � �Cn� p0 m� rn ��Oo ��co / 1=0 oDaoo � -o O o m m w Om cp / D / �� z0 / Oz O / _ N m W = CO o � O o o mm� � rn rn � � � o Cn o Cn o o c°n0 o c�ii - rn v? DX � �t7� o� ��Oo z m� o mm.� O m D� O O mm Z () o coi, m o Julc~n These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. S:\103\43266-UVA Encompass_Rehab\DWG\Sheet\CD\43266-C7-PROF.dwg I Plotted on 2/14/2020 4:01 PM I by Andrew Allison 0 Cn o w 0 o+ 310: 24'x24" VDOT DI-1 O STA 10+00.00 o TOP 571.72 INV IN 566.40 (EX18) INV OUT 566.01 (309)Cn + 0 O 308: 24" Basin -Dome Grate cn STA 11+16.50 TOP 571.58 INV IN 564.85 (309) INV OUT 564.75 (307) V N OC) O 306: DI-3C 6 ft Throat STA 12+21.50 TOP 571.36 _ INV IN 563.70 (307) m INV OUT 563.60 (305) j N T�T � C N + n 0 D Cn � �r O m m � -tOw Ocn o I 00 O 704: Cleanout 304: DI-3B FP Left + STA 10+00.00 /� TOP 572.9185 TOP 573.62 INV IN 562.58 (305) < =O (n INV OUT 569.45 (703) N INV IN 565.48 (315) m� O CTI N T� 00 INV OUT 562.48 (303) Cn � /v m !�? p CIF n o o T T+ 0 m� N Cn C-n+ 0 302: DI-3B 4 ft Throat Cn STA +75 0 TOP 572.27 Cn INV IN 560.95 (303) o INV OUT 560.85 (301) 41 C° 208: DI-3C 8 ft Throat + o C" o STA 15+41.81 O TOP 571.51 INV IN 560.20 (301) INV IN 564.50 (401) INV IN 560.19 (209) 0 812: Cleanout _ INV OUT 559.15 (207) +o STA 10+00.00 rn o (n OOD TOP 573.65 0 INV OUT 569.47 (811) O = m m 810: Cleanout D � 22 N � STA 10+77.48 m TOP 573.78 n DD o INV IN 567.92 (811) - 0 0 m m O INV OUT 567.82 (809) M � -n N z0 -0o c';, o i X Cn Cn Cn Cn Cn + z 0 Cl) O v C 0 T_ Cn V rn 0 318: Cleanout 00 O o STA 10+00.00 01 TOP 573.82 + INV OUT 569.59 (317) o <_ Cl) mCn CA CA CA o �_ Cn M"' j N 316: 18" Basin - Dome Grate + O Cn Cn /STA 10+64.43 o D > (� TOP 572.52 m m � INV IN 567.01 (317) co � INV OUT 566.51 (315) -u IF o o Cn 0 oCn C' o 0 O 304: DI-3B FP Left STA 11 +63.86 0 808: Cleanout TOP 572.91 +o STA 10+00.00 INV IN 562.58 (305) o N y INV IN 565.48 (315) TOP 573.69 0+ cs' INV OUT 562.48 (303) INV OUT 569.28 (807) O co 806: 24" Basin - Dome Grate STA 10+71.05 O TOP 570.61 INV IN 566.44 (807) o INV OUT 565.94 (805) O m0 N cn�/� nn Dr CO r- O m m 00 02 Cn o (///I V + 804: DI-3B 8 ft Throat O STA 12+03.81 802: DI-3B 8 ft Throat TOP 572.32 N STA 12+18.43 INV IN 564.94 (805) TOP 572.32 INV OUT 564.84 (803) CID INV IN 564.73 (803) INV OUT 564.63 (801) 218: DI-3B 8 ft Throat STA 12+73.08 TOP 571.73 INV IN 564.22 (801) ++ INV IN 564.22 (219) O INV OUT 564.12 (217) o cs, cn -0 o + o O Cn 0 m Cn D r Cn mo THIS DRAWING PREPARED AT THE TIMMONS GROUP • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 30z3� • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com o� t- � o DATE REVISION DESCRIPTION p rn w W UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL � _ N D 7119119 2 17 19 REVISED PER COUNTY COMMENTS �f o v� N � r- z g ti D // REVISED PER COUNTY COMMENTS zo zo ALBEMARLE COUNTY VA = m rn z o rn 02/14/2020 REVISED PER COUNTY COMMENTS � O m cn o cn o = m �, O1 STORM PROFILES Z o C�i, cos, o C�ii O w l�J O �p T �I ��Oo �mmw � rn w 0 co o � O o / o mm� / DO O X �_ m o� m m� -� m m� N Q w o � o o cn o cn o cn �N� Om om0� m� o mm, N � � \ A T 1 N (D 0 Oo ��Oo o m m o DO �m m� 00 0 cn o Coi, o CVi, o c00i, rn � rn y m � � ono oho o Cn Z X o Cn o cn rn� m -< C) G) 7_ v, � I z I � 2 0 � o�� o � o m0 l�l N N � x \ m o � O o -n \ o m cn 1 O m o� 0 o m„w m -� 1 � p a m O Co o mT, � o o coi, o c�i, c0°i, � cn c�'n rn rn � � cn o cn o cn o cn 1 = cn �mOo o m -n co �\ D C�3i � m O Cn O �� o�w ono; o mm� I Do � m N O _ m o pp O v O � m„cn 0 cU's, o con o These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �. TEL 434.295.5624 FAX 434.295.8317 www.timmons.com A �, � 3.. 9 N0 DATE REVISION DESCRIPTION - o O, o U VA ENCOMPASS HEALTH REHABILITATION HOSPITAL - � m A o A ,7 7/19/19 REVISED PER COUNTY COMMENTS f M N W D o 12117119 REVISED PER COUNTY COMMENTS ��C, O z M zo ALBEMARLE COUNTY, VA .p m 0 o = o = z o m 0211412020 REVISED PER COUNTY COMMENTS °' OVERALL LANDSCAPE & MITIGATION PLAN � A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com N) DATE REVISION DESCRIPTION o O, Ln o U VA ENCOMPASS HEALTH REHABILITATION HOSPITAL C m A A 7/19/19 REVISED PER COUNTY COMMENTS f IV M IV W II D z n z N > 12117119 REVISED PER COUNTY COMMENTS z zo ALBEMARLE COUNTY, VA r\, m n o = o = z o m 0211412020 REVISED PER COUNTY COMMENTS °' LANDSCAPE PLAN � A A i These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 0 a c a a 0 0 N 0 N 0 0 O a 3 a z a 0- ILL] a a U 0 z a J 1 1 / \ \ � 3 TURF V 4"W — 4"W %4��W 6' 1) Q PHE y v����r \\ 1\ 4„�� �e \Vl ALL 4, (7)U �------- / / _ _ _ - / vj v \ v v A \ V A\ I I \ �� ,loll/ I p \ \ 1 Q&BIC(8) >\ Z Z IT IT PLANT SCHEDULE TREES BOTANICAL NAME ACE ARM ACER RUBRUM 'ARMSTRONG' BET HER BETULA NIGRA'HERITAGE' NYS WIL NYSSA SYLVATICAWILDFIRE' QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS QUE RUB QUERCUS RUBRA TIL GRE TILIA CORDATA 'GREENSPIRE' ULM ALL ULMUS PARVIFOLIA 'ALLEE' UNDERSTORY TREES BOTANICAL NAME AME AUT AMELANCHIER ARBOREA AUTUMN BRILLIANCE' COR FLO CORNUS FLORIDA COR APP CORNUS FLORIDA 'APPALACHIAN SNOW' MAG VIR MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME ILE DWA ILEX CORNUTA'DWARF BURFORD' ILE GLA ILEX GLABRA ILE VER ILEX VERTICILLATA ILE HOO ILEX X 'HOOGENDORN' ITE VIR ITEA VIRGINICA \ I - - - - - - - - - - - \\ \ col) - — PROPOSED BUILDING I 1 I I I I I l / - �> \ \ I � � � I 1. i I /l l II I /I / l I I I I � / ' / / / ' / � / ' / / 'I •/ \ \ AV Aw ILANDSCAPE ED (15091sf) I I COR FLO\(3) I I I I I I I I I I I I / / / / / / / / / / / / ------ ",ACE ARM P) ------ -570— l IN, MAG VIR(5) N \ \\\ \ I ED /� sf) _ _ (3) COR FLO \ \ \ LANDSCAPE BED (2,186 sf) IN 00 I // \\ 1 II I II I I I I I I I I II I '1 1 II I I // // �/ / // // / / ---' � , • � - _ _ - \ � \ \ ` N (6)ILE HOO (20) ILE DWA / / , / / / / / / (8) ILE HOO \ / Z Z, / / ' 1 . \ Af / 8 °° °°°000aa o g ITE VIR(31) (4) BET HER — GROUND COVERS °g o o • • ILE GLA(23 (5)C�bR APP 000°° o 04,- o-Oa000ao °°° / • / / AA - \ T om- Z j_ j --i/ / • / / / - - - - _ _ - - _o oco�a° 1 / • / / •-- y - / - -580- 1 -- / • /_- - (2)AME AUNT / / / / •• // / +I -\// / / ---- — I // - + - a ------ - - - - - - / LM ALL 4 BE �iE \ o e < e \ �d / i I ° el e a --- �— e e a a / a / e dee - - _ _-GX \\ r _ - - - AN SAN- SAN SAN- Vill SA D SAN- - I- --- ---- -- - —f / N -- / / - - - _ / ---- ��� \� / I k� _.�— / / / • t // • // o / j / — — — — — — — — — — — — "-- -- - -_ _- - �/ \ \ • / / • ' / d e / / / , - - - SCALE 1 n_ =20 • G7 • \ a \ \ \ \—_ a �e \ a m e e---� a e e o a �/� — / / 8 d 570 � e \ d i t d ((\ a d e aea/ / / / I ! 0 20' 40' -UFO ---- --- - t 1 \ \ \ - - _ _ \ 1<,tiNLTH (5�, Gf AW.HC C III o. 14H 02/14/20 �j w APE ARG M E 0 � o N ui N � > E w E ~ Lu QLL w 0 w o w O rp o%W =M a _j U co w J — Ln d > S a, Ur LY N v �x QO � 0 Q _ 0 = U > a cu') 0')O N L) M CO JLu CL O I U-1 I U-1 _ _ z O coo of w O O O u u u z O V) Q_ CL CL w 222 � � � w \ o � � N 0 DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 /O z O H I— I— H� z co 1 ; Q r = z W W o a w U J ,^ Q V 1 I— W J m Gz/' Q J W JOB NO. 43266 SHEET NO. L2.1 0 0 Q a; N 0 0 L 4) 0 0 cn cn Q 0 cn 0 cn m m Q s `o U 0 3 c =5O -00� o(3 �U) z �O 0 g E o C N a o O (D 3 z N O N x o o Y Y � o Q� N ON U N O N L j 6 O co o 0 0 0 E 0 � U m 0 y� 60 U o � � (.o � U i �Q) 'n �cm O U Q o cn .E L_ MITIGATION PLANTING SCHEDULE REFORESTATION PLANTINGS TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE E9 REFORESTATION AND MEADOW PLANTINGS 765 SF �• 2 BETULA NIGRA RIVER BIRCH 2" CAL. DO 1 NYSSA SYLVATICA SOUR GUM 2" CAL. NEW REFORESTATION AREA 1,134 SF 1 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL. UNDERSTORY TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE O oo000p00.0 o 8 • 0 3 AMELANCHIER ARBOREA AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 1.5" CAL. 0 0 °D,, 00000oo0 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 1.5" CAL. • 2 MAGNOLIA VIRGINIANA SWEET BAY 1.5" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE 6 ARONIA MELANOCARPA CHOKEBERRY 15-18" 3 ILEX VERTICILLATA WINTERBERRY 15-18" 3 ITEA VIRGINICA VIRGINIA WILLOW 15-18" Countv of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dri plines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS P THE SAME GRADE P 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 %3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORA7 SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND TIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK 13lP►I_*011i93011= 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 a]My:1:011191Ma1►110 TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT V I!'�IVIL I LI\ DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES -� ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 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 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi 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 4"x18" PEI CORRUGATED PLP CAP FLUSH WI 1 A SLOPE Of\ PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAI 3 VI�IVI� I u\ MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE CANOPY SF TOTAL CANOPY SF ACE ARM 3 ACER RUBRUM 'ARMSTRONG' ARMSTRONG RED MAPLE 2.5" CAL. B&B 44 132 BET HER 20 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 6'-8' HT. B&B MULTI -TRUNK 397 7940 NYS WIL 4 NYSSA SYLVATICA 'WILDFIRE' BLACK GUM 2.5" CAL. B&B 123 492 QUE BIC 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 299 2392 QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 370 3330 QUE RUB 4 QUERCUS RUBRA RED OAK 2.5" CAL. B&B 424 1696 TIL GRE 8 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. B&B 249 1992 ULM ALL 9 ULMUS PARVIFOLIA 'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 366 3294 UNDERSTORY TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE AME AUT 5 AMELANCHIER ARBOREA AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 6' HT. B&B MULTI -TRUNK 130 650 COR FLO 6 CORNUS FLORIDA EASTERN DOGWOOD 1.5" CAL. B&B 124 744 COR APP 8 CORNUS FLORIDA 'APPALACHIAN SNOW DOGWOOD APPALACHIAN SNOW 2" CAL. B&B 124 992 MAG VIR 5 MAGNOLIA VIRGINIANA SWEET BAY 1.5" CAL. B&B 113 565 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE ILE DWA 42 ILEX CORNUTA DWARF BURFORD' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER ILE HOO 46 ILEX CRENATA 'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER ILE GLA 45 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE VIER 34 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE VIR 43 ITEA VIRGIN ICA VIRGINIA WILLOW 15-18" CONTAINER 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 iY[K9l0llill3AWWA '111:: 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. PARKING LOT LANDSCAPE AREA \ GROUND COVERS 10,940 SF STEEP SLOPE MEADOW PLANTINGS 42,345 SF STREET TREE PLANTING REQUIREMENTS * per #33 of the Albemarle County Entrance Corridor Design Guidelines. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 827 - 48 -779 LF 17 (PROPOSED ON LOOP 1 LARGE TREE PER 40 LF (YARD LENGTH MINUS 779/40 = 19.5 TREES 20 TREES ROAD PROJECT) TREES ENTRANCES) 3 TREES PROPOSED FOR THIS PROJECT PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO 80,477 SF 80,5447 x .05 = 4,024 SF 4,024 SF 5,787 SF LANDSCAPED 1 LRG. OR MED. SHADE 160/10 = 16 SHADE TREE PER 10 PARKING 160 SPACES 16 SHADE TREES 27 SHADE TREES TREES SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 24,219 SF(PROPOSED) + BE COVERED BY TREE 388,615 SF 388,615 /A0 = 38,862 SF 38,862 SF 99,638 SF(EXISTING) _ CANOPY 123,857 SF GENERAL NOTES PRE -CONSTRUCTION INSPECTIONS/GUARANTEE • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 0 UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL 0 ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS DO NOT PRUNE TERMINAL LEADER PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS OR BRANCH TIPS VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT CONTRACTOR PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH 0 PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR REMOVE TAGS, LABELS AND PROPOSAL FOR USE OF EQUIVALENT MATERIAL. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PLASTIC SLEEVING DO NOT PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE WRAP TRUNK AND CONTRACT SPECIFICATIONS CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION PRUNE BROKEN BRANCHES CONSTRUCTION/INSTALLATION 2-3" MULCH LAYER TO EDGE OF 0 LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS DRIPLINE. KEEP 4-6" AWAY FROM AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY TRUNK FLARE 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 BACKFILL PLANTING PIT WITH NATIVE CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING SOIL. INCORPORATE SLOW -RELEASE THE DESIGNATION OF BOTANICAL AND COMMON NAME. GRANULAR FERTILIZER • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING 6 SAUCER AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT 1" COMPOST LAYER INTERFERE WITH SIGHT DISTANCES. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL IF FIELD GROWN CUT AWAY ALL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BALLING ROPES. REMOVE BURLAP OR BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WIRE BASKET FROM TOP %3 OF BALL. IF WHICH AFFECTS THE GUARANTEE. CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT tip,1_,TH 0� Gf NK W. H`�C C III o. 14H 02/14/20 �j w PE ARG M E O O rn U N In N C: > !_ w ~ 3r U Q 3:�! u_ o 0 LL L w O rp W aM JUco W -j - � a > o "0" Ur LY N 4 OX v7 J m CL � OJ 0 Q � � U) 2 N = U > U, Q . c m rn O N kn LI M a � Co J CD LU am O Ll �U_lI �U_lI W W W O of a U to Z w O OOOU O �CL a > W j j W W W ct� cl� LU 0 DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A z O I F-� LLB I-� 0 I --I Q C) Q>z w Z) U7 OLU LU J O L= Q z 1 W w Jco Q Q Q W U,^ V ) 0 v7 z U) a Q C- G O U z W Q JOB NO. 43266 SHEET NO. L3.0 0 Q a; N U iu 0) 0 M L 3 N 0 Q Q 2 0 cn n5 m Q `o 0 3 �a 50 -00� o (3 U) �z �0 0 s= � m o �U) �N 0 a o o= � 3 z N O ai 2 Q Sx W o Y Y � o QY o .3 Q� N U V1 � o U U 6 = 0 V U 0 2 E D_ L) n3 o y� U o o m .o � U 2 �o � U Q o .E L 4 4 GENERAL NOTE: 1. 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. F Schedule Symbol Label Quantity Manufacturer Catalog Number Lamp Number Lamps Lumens Per Lamp Light Loss Factor Wattage Mounting Height 0 LA12 4 Lithonia Lighting DSX1 LED P3 40K T2M MVOLT LED 1 12548 1 102 25' 0 LA13H 1 Lithonia Lighting DSX1 LED P3 40K T3M MVOLT HS LED 1 9898 1 102 25' 0 LA14H 3 Lithonia Lighting DSX1 LED P3 40K T4M MVOLT HS LED 1 9552 1 102 25' 0 LA15 1 Lithonia Lighting DSX1 LED P3 40K T5W MVOLT LED 1 12969 1 102 25' 0 LWS4 5 Lithonia Lighting DSXW1 LED 20C 530 40KTFTM LED 1 4366 1 34.9 25' MVOLT 0 LWS7 2 Lithonia Lighting DSXW2 LED 30C 700 40K TFTM LED 1 8082 1 71 25' MVOLT LR63 17 Lithonia Lighting LDN6 35/30 L06AR LSS LED 1 2882 1 34.69 25' 1 Lithonia Lighting DSX1 LED P3 40K T4M MVOLT LED 1 12308 1 204 25' LA24 0 O LR62 4 Lithonia Lighting LDN6 35/20 L06AR LSS LED 1 1980 1 22.52 25' N T \ 2.6 2.'T 1.6 LA12 9 1.6 +1.5 1.9 +2.4 +2.5 +2.1 1.7 0.6 0.7 0.8 1.1 1.3 1.5 1.4 1.8 2.2 2.4 _ 2 1 1 6 +1.1 +0.9 +0.7 0.7 0.8 +0.9 +1.1 +1.2 /1.7 1.4 1.2 0.9 0.7 0.7 +0.7 +0.7 +0.8 +0.9 0.9 '0.8 .7 +0.6 +0.5 T +0.7 +0.6 2.2 1.9 1.5 1.3 1.1 0.8 0.6 0.5 +0.5 +0.5 +0.5 +0.5 07 +06 �LA12 2.4 2.7 2.5 2.1 1 1.8 1.8 2.2 2.7 2.7 �1.6 1.7 1.6 2.0 2.3 -�� 0.5 0.4 +0.3/1 0.3 0.9 0.8 1.4 1.2 1.8 1.8 1.8 2.4 2.4 2.4 3.0 3.1 +3.3 +3.6 I 1 WS4 +3.3 +3.6 Statistics +1.0 1.3 1.5 1.5 1.5 +3.1 +3.1 Description Symbol Avg Max Min Max/Min Avg/Min r 28 +27 PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc N/A N/A 0.8 0.9 +1.1 1.3 1.4 1.4 1.3 1.2 -1.1 LWS4 + + ' Roadway/Parking + 1.8 fc 48.2 fc 0.1 fc 482.0:1 18.0:1 2s 2.6 +2.7 +2.4 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.2 1.0 0.9 0.8 1.0 +28 +2XT 1.0 3.4 3. 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.2 1.1 1.0 0.9 0.7 0.7 0.9 + 4.9 4. +4.4 4. os +a� s Nt o; 0.5 0.5 0.6 0.7 0.9 1.0 1.1 1.3 1.5 1.2 1.0 0.8 0.7 0.6 0.7 0.7 0.8 1.0 1.1 1.1 �1.1 1.1 +4.3 4. 0.6 h3.0 3.2 ° + 0.5 + 0.6 + 0.6 - 0.6 - 0.7 - - 0.8 0.9 - - + + 1.0 1.2 1.5 1.6 + 1.3 + 0.9 - 0.8 - 0.6 - 0.5 0.5 14.7 15.9 LR62° i o =LA15 0.4 0.6 + 0.7 + 0.7 + 0.7 + - 0.7 - 0.7 - - 0.8 0.9 - - - + 1.0 1.2 1. - 1.2 - 0.9 - 0.8 - 0.6 - 0.5 0.4 �T v / 0.9 0.9 0.9 0.9 0.9 +0.9 +0.8 +0.8 +0.8 - - 0.9 1.0 - - - - 1.0 1.0 1.2 1.3 - 1.0 - 0.9 - 0.8 - � 0.6 +0.5 i 04 H v \ va Y 0.4 0.8 1.0 1.2 1.2 1.2 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 �0.6 0.5 04 I �0.4 � � Imo, �� / o; ! 0.8 - 1.0 - 1.2 - 1.4 - 1.5 - 1.5 - 1.6 - 1.5 - 1.3 - 1.2 - 1.1 - 1.0 - - 0.9 0.8 - - - - 0.9 0.9 0.9 0.8 - 0.8 - 0.8 - 0.7 0.5 - 0.4 0.4 '0.4 +1.9 +0.6 +0.4 04 a; 0.9 1.2 1.5 1.6 1.8 1.8 1.7 1.6 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.5 �0.3 +0.5 +0.7 1.0 1.3 1.6 1.9 2.4 +2.3 +2.2 1.8 1.7 1.5 1.3 1.1 1.0 0.9 0.8 +0.8 +0.7 0.7 0.7 0.7 0.6 0.5 0.4 Os LA25 0.3 5 0.7 1.0 1.4 1.6 2.3 3.1 +3:3 2.9 2.1 1.8 1.6 1.4 1.2 1.1 1.0 0.9 �.9 0.8 0.8 0.8 0.7 0.6 0.5 0.4 03 0.3 0.3 0.5 0.7 1.0 1.3 1.6 2.0 2.6 2.8 2.4 2.0 1.8 1.6 1.5 1.4 1.3 1.3 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 o; 0.5 0.7 1.0 1.3 1.5 1.7 2.0 1.9 2.0 1.8 1.8 1.7 +1.5 1.5 1.6 1.7 1.6 1.5 1.5 1.3 1.1 0.8 0.7 0.5 0.4 °0.3 \ 0.3 0.5 0.7 0.9 1.1 1.3 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.6 +1.6 1.8 2.0 2.0 1.9 1.8 1.5 1.2 +0.9 -0.7 LX0� .6 *0.4 0.3 0.3 .,..., 03,\0.3 0.3 a 0.5 0.6 0.8 1.0 +1.1 1.3 +1.4 +1.4 1.5 1.5 1.4 1.5 +1.6 +1.7 +2.0 +2 3 2.7 2.8 2.2 1.7 1.3 '1.0 0.7 0.5 0.4 0.30.3 T"o.z 1 0.2 \, ] 0.5 0.6 0.7 0.9 1.1 1. 12 1.2 .3 1.4 1.4 1.4 1.6 1.7 2.1 2.5 3.3 3.4 1.9 1.3 1.0 0.7 0.5 0.4 0.3 I LLI on LA24 �/ o.a L %I \ J l .°, 0.5 0.7 0.8 1.1 1.3 1. 2. 8 ° _5.0- 3.6 2.4 1.8 1.4 0.9 1.9 7.0 7.4 7.0 TT� 19.8 I W 0 + 0.5 - 0.7 - 0.9 + 1.2 1.6 + 1. + 1.8 + 1.9 + .9 2.1 + 2.2 + 2.0 + 1.9 + 1.9 + 2. + _ 2 + - + + 3.5 3.5 2.7 _ 1.1 + 1. + 1.0 + 0.8 + 6. °LR63 39.2 °LR63 °L 48.2 - 4 ° 7. R63 °LR63 °LR63 °LR 49. R631�63 I T 0.5 0.7 1.0 1.3 1.6 1.8 +1.9 +2.0 +2.1 2.1 2.1 1.9 1.9 2.0 2.1 +2.4 +3.0 3.1 2.3 +1.7 1.3 1.0 +0.7 +2. +19.0 °L 35.4°LR 6b 16. R63 P. o; + -0.7 0.9 1.2 1.6 +2.1 +2.2 +2.4 2.4 2.4 2.3 1.9 1.8 1.8 2.0 2.2 2.2 2.1 2.0 1.6 1.2 0.9 0.6 +0.5 I1.1 2.7 + 73.6 X0.4 I T U LA13H J o, + --0.7 - - 0.9 - 1.2 + 1.4 + 1.7 + 2.3 + + 2.7 + 2.2 + 1.9 + 1.8 + 1.7 + 1.6 + 1.7 T1.8 + + + - 1.7 1.6 1.5 1.3 - 1.0 - - 0.7 - 0.6 +0.4 + 0.3 + 02 0.2 0.2 IT 0.2 -------- x x x x x x 0.7 x ' 0:6.. x T +0.5 +0.4 +0.3 + o.j x T 1 •°., .° ---------- 0.6 05 0.2 .•°., •°., °, ------ % o.� xo a °. °. °, a, o. °a °s °s °. °. °. / 0.5 0.3 0.3 0.2-V2 I `0.4 - - --- -- - - -- - - 0.3 SITE PLAN PHCTOMETRICS I 0 10 20 40 NORTH SCALE: 1" 20'-0" 3 i ®O 00 5soeo CONSULTANTS: PROJECT INFORMATION: UVA REHABILITATION HOSPITAL ALBEMARLE COUNTY, VA CLIENT INFORMATION: ENCOMPASS HEALTH CLIENT PROJECT NO: 01 9-00324-00 NO. DATE SUBJECT REVISION OR ISSUE SSOE, Inc. 2204 Lakeshore Drive, Suite 110 Birmingham, AL 35209 T. (205) 323-2373 PROJECT NO: PROJECT MANAGER: DESIGNED: CHECKED: DRAWING TITLE: SITE PHOTOMETRICS DRAWING NO: E1 a> E 0 O L Q O N > r 0 O � cU U U 0 w o , Y O N N o 0 N 0 O N r LL L �w �Q U 0 I C I I I LA14 LA12 +1.4 1.3 1.2 1.1 1.0 0.8 0.8 0.7 0.8 0.9 1.0 1.1 1.4 1.8 2. 2.4 1.9 1.4 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 1.1 1.3 1.5 1.4 1.7 1.9 2. 2.3 1.9 1.7 1.3 1.5 1.3 1.1 0.9 2.1 1.7 1.7 1.3 1.2 1.0 +0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.5 1.8 2.1 2.2 1.9 1.5 1.2 1.1 0.9 0.8 0.7 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.6 1.9 2.2 2.3 2.0 1.7 1.3 1.2 1.2 1.0 0.9 0.8 0.7 11- 1.9 1.9 1.8 -1.4 1.1 -1.0 -0.9 +0.8 +0.7 +0.8 0.9 1.0 1.2 1.4 1.7 1.8 1.8 1.7 1.5 1.3 1.1 0.9 0.8 +0.7 +0.7 0.7 0.8 1.0 1.0 1.1 1.2 1.5 1.9 2.2 2.2 1.9 1.6 1.2 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.6 0.9 0.8 0.7 0.7 0.7 +0.8 +0.9 +1.1 +1.3 +1A +1A +1A +1A +1.3 +1.1 +0.9 +0.8 +0.7 +0.7 +0.7 +0.7 +0.7 +0.8 +0.9 +0.9 +1.1 +1.3 +1.6 +1.8 +1.8 +1.6 +1.3 +1.1 +0.9 +0.8 +0.8 +0.8 +0.9 +0.8 +0.7 +0.7 '0.6 + + + + + + + + + + + + + + + + '+ + + + + + + + + + + + + + + 0.8 f0.7 0.6 0.6 0.7 0.7 0.8 0.9 1.1 1.1 1.1 1.1 +1.1 +1.1 +1.0 +0.8 0.7 +0.7 +0.6 +0.6 +0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.1 1.2 1.2 1.1 1.0 0.8 0.7 0.6 0.6 0.8 0.9 0.9 0.8 0.7 0.6 0.5 + + + + + + + + + + + + + + 1.0 1 0.8 0.6 0.6 +0.5 +0.5 +0.6 0.6 0.7 0.8 0.8 0.9 0.8 0.8 0.9 0.9I 0.8 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.8 1.0 1.0 1.0 0.9 0.8 0.6 1.0 I +1.0 +1.1 +1.2 +1.0 +0.9 {0.8 1.6 I 1.2 1.3 1.3 1.2 1.1 0.9 0.7 0.5 0.3 2.4 I +1.5 +1.6 +1.6 +1.4 +1.2 0.9 +0.7 +0.5 +0.3 3.1 ILWS +2.1 +2.1 +1.9 +1.6 +1.2 +1.0 +0.7 +0.5 +0.3 Q .1 I 12.3 2.0 1.6 1.3 1.0 0.7 0.5 0.4 +14 3 I +2.2 +2.1 +1.9 +1.7 +1.3 +1.0 +0.8 +0.6 +0.4 .6 JLWS7 + I 1.6 + + + + + 1.3 1.1 0.8 0.6 0.4 + ,.6 I +1.4 +1.3 +1.1 +0.9 +0.7 +0.5 +71 LWS4 + 1 I ` 0 10 20 40 NORTH SCALE: I" - 20'-0" +1.3 +1.2 +1.0 +0.8 +0.7 +0.5 LWS4 + + + + + + + + + + + + + + + + + + + 7.3 4.3 3.1 1.9 1.0 0.7 0:5 0.3 0.2 0.2 0.2 0:5 1.2 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0:5 +1.2 +1.2 +1.1 +1.0 +0.8 +0.7 +0. + 3.5 L oS4 +^ o J +2.4 +0.8 +0.7 +0.7 +0.7 LLSS4 LWS4 L- +1.3 +1.1 +1.0 +0.8 +0.7 +0.5 +1.3 +1.2 +1.1 +0.9 +0.7 +0.5 +1.5 +1.3 +1.1 +0.9 +0.7 +0.5 +1.6 +1.7 +1.7 +1.4 +1.2 +0.9 +0.7 +0.5 +2.1 +2.0 +1.8 +1.4 +1.2 +0.9 +0.6 +0.4 ° [:::�.A14 +2.2 +1.8 +1.4 +1.1 +0.9 +0.6 +0.4 +2.2 +2.1 +1.8 +1.4 +1.2 +0.9 +0.7 +0.5 +1.7 +1.8 +1.7 +1.4 +1.2 +0.9 +0.7 +0.5 +1.3 +1.4 +1.4 +1.3 +1.1 +0.9 +0.7 0.6 1.1 1.1 1.2 1.3 1.1 1.0 0.9 0.8 0.6 +1.0 +1.1 +1.1 +1.0 +1.0 +0.9 +0.8 +0.7 +0.9 +0.9 +1.0 +1.0 +1.0 +0.9 +0.8 +0.8 +0.9 0.9 +0.9 +1.0 +1.0 +1.0 +0.9 +0.9 0.8 0.8 0.9 1.1 1.1 1.2 1.2 1.1 +0.7 +0.8 +1.0 +1.2 +1.3 +1.4 +1.3 +1.2 0 +0.6 +0.7 +1.0 +1.2 +1.4 +1.6 +1.7 1.5 0.9 +0.9 +0.5 +0.6 +0.9 +1.2 +1.5 +1.9 +2.0 +1.9 +0.2 +0.3 +0.5 +0.9 +1.1 +1.5 +1.9 +2.2 L ?14H + + 0.3 0.3 0.5 0.8 1.1 1.4 1.8 2.1 2.1- 2.1 0.7 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.6 3.2 1.7 1.1 0.9 1.1 1.2 1.4 1.5 1.4 1.2 1.8 1.2 0.9 0.9 1.0 1.2 1.2 1.1 0.9 +1.3 +1.1 +0.8 +0.7 +0.8 +0.9 +0.9 +0.9 .8 +0.9 +0.7 +0.6 0.6 +0.6 +0.6 +0.6 +0.6 +0.6 0.4 0.4 +0.5 +0.5 0.4 +0.4 0.3 +0.4 +�.3 0.2 0.2 0.2 0.2 O O 00 ssoeo CONSULTANTS: SEAL ON THIS DOCUMENT AUTHORIZED BY: I- -i I- J PROJECT INFORMATION: UVA REHABILITATION HOSPITAL ALBEMARLE COUNTY, VA CLIENT INFORMATION: ENCOMPASS HEALTH CLIENT PROJECT NO: 01 g-00324-00 NO. DATE SUBJECT REVISION OR ISSUE SSOE, Inc. Jre L e, Suite 110 Biri7lIII gham, AL 35209 T. (205) 323-2373 PROJECT NO: PROJECT MANAGER: DESIGNED: CHECKED: DRAWING TITLE: SITE PHOTOMETRICS DRAWING NO: E2 U) U w 2 O O _ IL w U) U) U a> E 0 0 a. 0) � o - N L Lo o r Q w > cn D U E Lucy) oT Y1 � o - N O O LV M Lo 3 U L � Q U � 1 L J