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HomeMy WebLinkAboutSDP201900047 Plan - Other (not approved) 2019-12-18UVA 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 DBOPGO 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: WETLAND IMPACTS TO BE PERMITTED BY LAND OWNER UTILITIES: ACSA 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 FOXTROT ONE HANGARS CONDOS Charlottesville Albemarle Airport 0 5/6/2019 LAKE ACRES sso MCMURDO DEERWOOD Target 0 CAMELOT b06 153 5 L.J �o �F N 0 R T H S I D E INDUSTRIAL PARK AIRPORT ACRL. P I N E R I D G E SITE LOCATION TERRYBRO1 FnPF(�T 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 CO.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 C2.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN 1111 IN 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 = 33 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 a ,-ONAL � M E O O U N � N O Q O > E w GE � Uj U < U4- w o 0 LL L w O ma ,--i dUj U o� M at J U w J a > o N U' Uj N z��� O x w C) Q L4 = N = U > . cLn rn O N M a -zj- 00_j S Uj vi 0 0 0 w > w U Q z O > D 0 r z 0 W W O a OU O p O O U U z Q� Q� O L7 a a w j j W W C11- cl� DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. z 0 H� Q H4 J M� W � TQ i ~ z W p W w O J `= Q U 1 W J m J Q LLB ,V lJ V J Q 0 U z W Q JOB NO. 43266 SHEET NO. Co. 0 0 7 N 0 3 0 N 0 Q Q m 0 cn cn 0 co m Q 8 0 0 3 �a Z3O aof 0-U)z a)O 0 g m o E_ co coU) U) a o 0 � 3 z to �a S X ow w0 Qw o .3 0-0) >2 N �N X O a)O O U �N �6_ U)o W `o E � D_ O O -O E .2-0 m-0 O O c N o cn @ U a c� M(n N o O U @ O Qw U� GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND c 0 m a T a M rn 0 N C2 N 0 0 a 2 6 a 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 10 PARKING COUNT SEWER S�SEXISTING SANITARY SEWER S-SAN� SO PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE 6" yy PROPOSED WATER LINE 0. 6" yy PROPOSED VALVE iH 60 yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING ACSA GENERAL WATER & SEWER CONDITIONS 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. NOTES: 1. CONTRACTOR SHALL REFER TO THE HEAVY DUTY CONCRETE SECTION DETAIL ON SHEET C1.1 FOR CONCRETE PAD SPECIFICATIONS NOTED BY CITYSCAPES. 2. PROPOSED ENCLOSURE SHALL UTILIZE A VERTICAL PLANKWALL & MADISON GATE. COLOR TO BE SEQUOIA OR APPROVED EQUIVALENT. 3. 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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 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. 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. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZES A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. 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. 11. 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. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. 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. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. 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. 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 I of 4 ALBEMARLE COUNTY FINAL FLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All 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 in 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ,TH o Lie. No, 31371 12-17-I�f �" 1k -1ONAL M E O rn o N N � Q o > E w E ~ U 2 Q �! t w LL o 0 L w O rp Of LY M d J U 00 W J -� d > 00 N U LU N z � (3) ro O X J w � W Uj 0 Q (j) (3) N = U > � Q . CU') rn O N a i M a� 00 J D 0 _ 0 0 w _ U a z 0 D 0 (A Z 0 FM �I W W 0 OU OU p O O C� C� z 0 W W V) a a > OO OO w W W ct� ct� rn � LU rn � � � N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. 0J I --I Q I -I M~ J W Q I --I Q > Q = z ~ Lu W O 0 U 66 w J Q V w W J m Q Q 0 w z no JOB NO. 43266 SHEET NO. C1.0 =5o -0of 20 �U) Z o0 0 g m o E �U) �N a o o= a' z N O 2 Q x H o O Y w 7 .3 N U o �N 6 O (n° O O E O O U co O 0� U o � N o E. � U 2 �N N O O U O Qw En CD L- W c c O LL Q Q 73 Q M Cn 0 N W N_ 0 0 0 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 LINEFEET) GENERAL NOTES: DETECT'AB E WARNING SURFACEHEN REQUIRED (CG-2R(AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 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 121 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. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG 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 �'� 12;1 MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER of 5 �- AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12�1 MAX a ..Ta{,>a 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 FIRE HYDRANTS, DROP BEHIND NLLETS, ETC. SACCESSIBLE ROUTTOP LINES, IES PROVIDE NG LIGHT OAESCONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12 1MAA THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 121 MAX PERPENDICULAR TO THE CURB. yMIN X'X9f� II-IIII-II-III-I]-III-III- m - -II I13I L-I I13I EI T- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4• MIN j a':aaii. a TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY - AT X , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X 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"-2.4" C-C 1O 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 THE BACK OF CURB. - O O O 0 0 0 0 0 0 0 0 0 - U - 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 °aa LANDING RAMP + U o any a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50% 65% OF BASE DIAMETER TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N DETECTABLE WARNING o AT BACK OF CURB J 0.9"-1M VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. BASE-- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS SEE ROAD PLANS MAX. 6'-0"MAX. 6'-0" GRIPPING RAIL FOR RETAINING HR-1 I.�41/2" O.C. Y4" NPS PIPE PICKET WALL DETAILS. I I I 41/e" O.C. %" SOLID PICKET MAX. 6'-0"MAX. 6'-0" �I I /2" DIASOLID STEEL SMOOITH ROUND ( OR II STANDARDPIPE. /� III II I GROUNDING I ELECTRODE ANCHOR RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1' BOLTS 4" O.C.�''{ (TYP) 30 FEET. POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 12" RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS : Y4" MIN. NPS (1.05" O.D.> SCHEDULE 40 PIPE 3" MAX. OR " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) M SEE ROADWAY PLANS 2" min. 12" OR TYPICAL SECTIONS MIN CONCRETE STEPS FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE POSTS I MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS 1�/2' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE 1/2 USE PATH. GROUNDING 12 ELECTRODE HR-1 TYPE I HANDRAIL 2'/4 min. MIN' (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN. 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 GRIPPING OWILLRBETER RTHE CENTCOST WITH THE CURRENT ROAD AND RAIL INCIDENTAL TO OF. (FOR USE WITH TYPE it & III RAILINGS) THE RAILING. TOCOACDHEVEEA UNIFORM COATING ON A UR ACES VENTINGATANDS 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" �y� ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 41/2" O.C. - 4" NPS PIPE PICKET 4„ SEE ROAD PLANS FOR RETAINING 36. 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4�/e" O.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 N I 8 GROUNDEDRAILINGS SHALL BE EFFECTIVELY LACCORDANCE GROUNDING MATERIALS INSTALLATION TO BE IN I I WITH ST'D. FE-6. 9 COMMERCIALLY AVAILABLE G SYSTEMS MAY BE USED IN LIEU I OFTHE RAILING. DOCUMENTATION FROM DESIGNNGAND FABRICATING 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT 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 -,-PICKETS RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT__ : Y4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR S " 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 FORRVEHICULAR RO ECTONTSTANDARD GUARDRAILISHOULD (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. XVD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET , OF , 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS e PICKET: Z518"x19GA POST: �2"x16GA s, 31s 2" } 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-' z 1 3" x 18 GA 431-1i 48" 16 24" 2 6" 1 11 11 11 11 11 2" 3 "' CG-12 A #5 DOWELS, 8" LONG- I PERMISSIBLE AT 12" C-C CONSTRUCTION 12:1 MAX x 12:1 MAX z in N N RAMP rcrr reol n RAMP rcrr reci n 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 M 2' MIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION JOINT (A N 0 SECTION B-B A�DING AREA OUTSIDE OF TRAVELWAY CROSSWALK CURB SHALL BE PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CRGSSWALk SEE SHEET 1 OF 5. s. �� WITHIN THE MARKED 4,• S * CROSSWALK AREA. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ' x ' CURB IS LIMITED TO 15 FEET, REGARDLESS OF THE 4' BUFFER STRIP SLOPE. AT INTERSECTION 5'SIDEWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 BOLLARD DETAIL No Scale WITHIN CROSSWALK LANDING 48:1MAX. DIAGONAL PLACEMENT SLOPE LANDING 48*1 MAX. LANDING 48.1 MAX. SLOPE SLOPE CURB 5' MIN �ALK CURB MAX.pCROSR?`) _ = MOj CROSSWALK Y Moxi GRASS OR CONCRETE CURB II N II CURB WITH BUFFER STRIP WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SREEFFEREERENCCEE, REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ­ kMETER 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- 9975 OR EQUIVALENT) L_ 3" CONCRETE COLLAR � CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF L INE CLEANOUT DETAIL No Scale SIGN AND POST DETAIL No Scale TOP OF CURB VDOT STANDARD CG-2 CURB No Scale 4" T 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 a a a ° ° ° 7„ 4 a a as ° ° 0 o uC/`J 4" MIN. o o 0 0 o 0 0 0 0 0 0 0 0 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) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% a a a a 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 Y8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale NTH 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) r LOCATION (TYP.) 7 EOP PAINTED PER 2% MAX. 18, y �4„ VDOT SPEC. 8' 5' 8' 8' 8' y f TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale 18, FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE RESERVED RESERVED PARKING PARKING PENALTY PENALTY $ 00 - $500 RNE $w - $500 FIDE TOW AWAY ZONE TOW AWAY ZONE 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 4.5" 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 FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH Z WWF 6x6 W2.9xW2.9 2" 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 �ryH OP Lie. No, 31371 ;'S I ONAL ECG M 0 o U N N � > E W ~ U Q �! t 3: LL o 0 n w (u , H Of LY = M a _j U 00 W J - Ln 1.4 0- > o N U LY N z X Cn Q O LIE- (j)¢ _ N = U > _Ln O N Q M o - 00 J z C G C) C) C) LO 0 00 U U z O � CL CL W O Q �ct� DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. [� I --I Q 11-4 M1- 4 J W Q I� Q > Q = z W U--I O 0 U C W6 J LZ Q V) 1 W w J C I- Q Q O w z i JOB NO. 43266 SHEET NO. C1.1 O > N U C O) 0 0 0 0 Q Q 0 (n Z3 6 m m Q .S 0 7O -0of o O 2 z O o g �o E � O �U) D) N 0 a O O C: Of (D.. 3 z U) o� �Q Sx W o Y w0 Qy .3 Q� �N U NC O O U L- (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) HALF PLAN VIEW 18" MIN WIDTH GUIDELINE SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE* FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES ARIABLE 0° -360° TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. i (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN BASED ON WATERTIGHT JOINT " (CORRUGATED HDPE SHOWN) 4" MIN MANUFACTURING REQ.) r (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: y 4" -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 01- ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX' SCH 40) PVC C900/C905 CORRUGATED &RIBBED PVC 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 1299CGP 7001-110-202 STANDARD MEETS H-20 1299CGS 7001-110-203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE N/A 1299CGPB 7001-110-205 DOME N/A 1299CGD 7001-110-206 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 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 Nylo last FAX (770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www.nyloplast-us.coi 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO THIS REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0311-16 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 ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PPPnAlcclnnl rPnnA nIVI nPI Acr DWG SIZE A ISCALE 1:20 SHEET 1 OF 1 DWG NO. 7001.110.189 REV E NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X (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) a (5) ADAPTER ANGLES VARIABLE 0° - 360' 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 N0. 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 1801 DI 7001-110-074 EE IMMM■ ///mMMMl ////.til M M 0 �!!!�IalalaLL mMMMMl talaMMm mmmu �a�tititi■ SPECIFICATION REFERENCE 302 B-1, B-2 7//// iiiiiiita1 tatata %////.1 M M M \ mMMMMl IMMMM■ • vlo iiiiiiiEll MMMMI . • ////.1MMMM■ 1 FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45P 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 1 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 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1 1.173 1 6.032 INCREMENT 1 0.45 1 - 0.582 MANHOLE FOR 1211 - 4811 PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION W dl J , I STEPS I(AS REQ'D.) ' I P. '. I.. Q 4. . IT X } D ICI E B-1 MONOLITHIC MH-1 J DI-1 rn A N �} N rn -- 9v„ 2,-7„ M„ 4'-2" DI AAI (GRATE REMOVED) DIMENSIONS ♦ CAST IRON ONLY/ DETAIL A %2 SECTION CAST IRON -+- '/2 SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH 1'-31 L 2%z" x 2%2' x I/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-lA 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 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 LBS SHALL BE DETERMINED 3 LBS I TOCOLLAR CONTRACTOR FROM 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 %z" x 1%2" x 4"J Ir I %z" x 4" STRUCTURE. LUGS 12" STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A� OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL %z" MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL LETTERING I z TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. NOTES 4'-2" HARDWARE 2-6 SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7" CLOTH T-W I I APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT WITHOUT PIPES. THE AMOUNT DISPLACED #68, TO ABUTTING CONCRETE TO PREVENT BY PIPES MUST BE DEDUCTED TO #78 ORGGR. SETTLEMENT. IN LIEU OF DOWELS OBTAIN TRUE QUANTITIES. w w W w p'v #8 x 6" WIDTH 0MMM A 2"X4" NOTCH MAY BE PROVIDED. 2. A BASE THICKNESS OF 9" WAS USED IN a a a a a a a CL p. o _ N SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. COMPUTING CONCRETE QUANTITIES. - _ N ;� D COLLAR D WEEP HOLE 3.INCREMENTS TO BE ADDED FOR EACH x Z co a , SEE NOTE ip 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH /4" MESH ADDITIONAL FOOT OF DEPTH. Z Z ZEMIR g 12" iv OR GALVANIZED STEEL WIRE, MINIMUM 4. MATERIALS MAY BE BRICK, CONCRETE OR N;� �= `� 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. N iV TO THE OUTSIDE OF THE STRUCTURE. N M o 5. IF BLOCKS ARE USED THE MINIMUM p o p , 9. CAST IN PLACE CONCRETE IS TO BE THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM p o o p , o CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI TO WALL THICKNESS SHOWN FOR CONCRETE. SECTION A -A 1� 6. ALL CONCRETE To BE CLASS A3. CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE ACCORDANCE WITH STANDARD IS-1. 15" CONCRETE PIPE - 1,528 CU. YD. CONCRETE THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ADD 0.469 CU. YD, PER ADDITIONAL FOOT OF DEPTH. VDOT VDOT pj� 2" 1 10. ANY ALTERNATE METHODS OF ANCHORAGE II II MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON APPROXIMATE WEIGHT CAST GRATE 63 IRON 8 LBS LUGS AS SHOWN HEREON. DUMP NORWAY 11 LLETTERINGNASTE IS REQUI EDSON ALL TO DI-1 SECTION C-C SECTION D-D GRATOF VARYEBYLOCATION MANU AC URERTTERING MAY GRATE DETAIL ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10, 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 38, 3C FOR DETAILS OF INLET EXPANSION JOINT 3' 10" FRAME & COVER BACK OF SIDEWALK WEEP HOLE (AS REQ'D.) STEPS (AS REQ'D,) SEE STANDARD IC-2. WEEP HOLE (AS REQ'D.) BARS G 4'co BARS c mow '\ 2" ARS F cn 0 Lu zi #, Owif J 6- ........ ALTERNATE JOINT DETAIL II II BARS DBAR F BAR A FACE OF CURB CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT W MIN. PLAN 10' MAX. [--A L-VARIABLE - MAX. 20' I� 8„ 2,_6„ B 8„ NI �I IE D 0I IE x 6" - W5.5 x W5.5 WELDED WIRE FABRIC OR EQUIVALENT AREA 6" 7 2" ad 4 FOOTING fE D + 8" + 2X �I B-2 11 DOGHOUSE WITH FOOTING 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. 1- GRATES/SOLID 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-NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TOO 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. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR SEE DRAWING NO. NyIO IaSt FAX (770) 932-2490 REVISED BY NMH PROJECT NO.INAME TECHNICAL INFORMATION SHOWN HEREIN CONNECTION 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO www.nyloplast-us.com XVDOT TITLE ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION ROAD AND BRIDGE STANDARDS N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-14-16 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PPPAAICCI(lM rPfMA NVI (1PI ACT ,".,°,,,,,,,,,,,,,ter[DWG 103.11 SIZE A SCALE 1:30 SHEET 1 OF 1 DWG N0. 7001-110-191 REV E 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„ 54" 84" 1 7" 1 8" 60" 66" 96" 8" 8" 66" 72" DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. �{ ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) STANDARD PRECAST BASE UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION I- - - - - - - - - - - - - - - - - - - - - - - - - - RS G BARS F BARS E *3" DIAMETER WEEP HOLE FRONT ELEVATION G TTER REMOVED) SPECIFICATION REFERENCE 233 302 EXPANSION KEYED JOINT Y CONST. D 5, APPROACH JOINT `D f GUTTER BAR G 2 WARPED w 0 00 GUTTER OF BARS B a BAR C 2 _ _ _ SUBBASE HARDWARE BARS F CLOTH o + I WEEP HOLE, = o w o o I SEE NOTE E r W STEPS.'SE NOTE 5 FO. 8" 2'-8" Ig 4`0" SECTION A -A 6' MIN. 10' MAX. KEYED CONST. JOINT 2' 10" 2" WARPED x 2„ GUTTER APPROACH BARS A GUTTER .7„ �e 60- BARS E BARS B - - - I „ I-u 1 /4 rE�T 5XI/4" BENT PLATE �- \ SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/4 L21/z"X21/p"XI/4" • GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG 2 & CG 6 STANDARDS. TYPE A TYPE B I/z" 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 6E ANCHORED WITH I/z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR.PAVEMENT DI-3B L DI-3C L WARPED PAVEMENT - _ _ = I FLOW l FLOW If 1 J 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION XVDOT SPECIFICATION REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET 105 SHEET 1 OF 2 REVISION DATE 12"- 30„ PIPE MAXIMUM DEPTH (H) 8' 233 302 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 8" �rYH Op H-f Lie. No, 31371 12-1GA. ;SlS' ONAL � M E O O M U N N � > E Lu E +� ~ U 3 Q�� LL 0 LL o w o c� LY Q0- J U 00 LuJ H > p N (3 Lu N � Z It 3 O X LL � OC ai oa ="t c U j Q - c Ln 0)O N N � I- M d � CO J � I� ww O a u u ul p O O U U Z Q Lu LLi > Lu Lu w Ol Lu d> � O � N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. �•J J ,^ H J m Q Q' a w W o p U 0 Lu6 J ,^ L� Q n 1 Lu J m I- Q O w z i JOB NO. 43266 SHEET NO. C1.2 �a 00 -0 Oi o Ur CL NU) i Z mO og c _ T � @ O 1- c N 0 c a o Wm CD 3 Z N O m � Q g x H o a� o w 0 m o 0-:5 m c � Y U) � 7 N x c O O a)U :5 i [; 0 1- 0 U O O N !_ za m U N � m N O v .o N U a 2 O N O O U) O c U @ O o_ w- 0� (� L T 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270°) 7 CU. FT. T18" VALVE BO GRAVEL 6" GATE 36"M I N VALVE 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PIL 3/4" WHEN THE SOIL IS DISTURBED OR WH THREADED RODS TO MAIN 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, 3'1' 5'0' 3'8' 2' 311' 5'0' 318' 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 IDLE 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 ^• !. =4iT` 1'-0" MAX 2'-0, RUBBER COATED STEEL STEPS e CAST IN PLACE e ��- PRECAST REINFORCED CONCRETE A' 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 �MIN 1MINMINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIEE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH Q TRANSITION OF FLOW BETWEEN • p . INLET & OULET PIPE SHALL BE • ' a P PROVIDED. 12 ;D r •...V 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 a a . ° 18 MIN. 37" MIN. fWINGNUT LOCKING ASSEMBLY 12" MIN. 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-76 TD-15 VARIES I VALVE BOX TO METER BOX (SEE FIG. W-I THRU W-7E). 2" COPPER 'e• y° VARIES WATER MAIN M.J. FITTING 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"x4" 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 o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT "v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 9I O ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID u M.J. GATE VALVE WATER LINE � I h T I I I _ I 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA THRUST BLOCK a a a a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP No Scale It FOR ALL BENDS 45' VM H �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 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 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 DIA [178mm] [667m67mm] DIA I` [60606mm] 28 7/16" DIA I 5/8" [722mm] ~j [161mm] 36" DIA 26" O O [914mm] [660mm] 1 1/2" [0mm FRAME SECTION 20m ] [38mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 1" [25mm] N I q 3 1 /8" 1 SP �� 3 13/16" [79mm] 22 13/1613mm] 2 1 /8 [97mm] [579mm] [54mm] 1 3/8" 25" 1 1 /16" [635mm] [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT I 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]2400m] PART# 00981250 " 1 1/8" (29mm) DIA BOSS [6mm] j L_ [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. �(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. (2) LOCK LUG TYPICAL WATERTIGHT (SHOR S )PARTT# 001 3585 R A A All In1 r rr-1 A R er n 1'%n11rP9 LOCK LUG ASSEMBLY ID 12"-t . I I 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 � CONNECTION BOOT " D INSTALLED 2" BRANCH O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN N TS FIG. S-1-B 36"MIN 24"MI 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - 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 if 2'-0" a a RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12 MIN "0" RING SEALS 4 16" MAX if 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 a e SEWER. A FILLETED INVERT FOR A SMOOTH 4 ° °.. �g 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 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. 44 a SET DOGHOUSE BASE < ° EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL 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"x16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN EXISTING PIPE WITH 3,000 PSI CONCRETE ON FIGURE S-1-A /AROUND OR NON -SHRINKING GROUT Ord M • •e • • 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 N.T.S FIG. S-1-Al �rYH 0� Lie. No, 31371 �S ONAL� M E O O rn v N N � >E °� E Lu 4-� H °; 3 Q LL o LuLu O r6 ,• U L LI W wJ O N O O C7 LY N a 3�OcnX M Z � Z � oa =s o 00 2 a)N z O �UaL"• W a W a Ln U) Z, > Q Q N Lu a v > j CO J vi O CD O H w H � 01 d> Q in N z ti O U) 1 DATE > 0� 51612019 O DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. H� --- 11-4 J ,^ J W Q I --I Q' a z Lu W o p U W _ J Lu J m Q Q O uj z 1 JOB NO. 43266 SHEET NO. C1.3 L D-Series Size 2 Catalog Number LED Wall Luminaire Notes EHC REHAB CHARLOTTESVILLE, VA �liiiog Type LWS7 N'IGHr11MF- facts FRIENDLY d77series + Capable Luminaire S ecifications This item is an A+ capable luminaire, which has been p 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 e All configurations of this luminaire meet the Acuity (47.0 cm) (9.5 k9) (14.ocm) Weight: (O.S kg) Brands' specification for chromatic consistency Depth: (2s4c0) Depth: 1(38/m) • This luminaire is A+ Certified when ordered with DTL® Height: 7-5/8" Height: 4" controls marked by a 1haded background. DTL DLL (19.4 cm) (10.2 cm) equipped luminaires meet the A+ specification for For3/4" NPT D luminaire to photocontrol interoperability1 D W side -entry o ° ° o conduit • This luminaire is part of an A+ Certified solution H H for ROAM® or XPointTM Wireless control networks, IIIIIIIII�I providing out -of -the -box control compatibility with ° G simple commissioning, when ordered with drivers and W control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.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 • EXAMPLE: DSXW2 LED 30C 700 40K T3M MVOLT DDBTXD DSXW2 LED ®(W2 LED 20C 20 LEDs 350 350 mA 30K 3000 K T2S Type II Short MVOLT 3 Shipped included Shipped installed (two 530 530 mA 40K 4000 T2M Type II Medium 1201 (blank) Surface PE Photoelectric cell, button typeeng es) 700 700 mA 50K 5000 K T3S Type III Short 208 ° mounting PER NEMA twist -lock receptacle only (control ordered 30C 30 (hreDs 1000 1000mA' AMBPC Amber T3M Type Ill Medium 240" bracket separate)y engines) (1 A) phosphor T4M T e IV Medium YP 2774 PERS Five -wire receptadeonly (control ordered separate)89 converted' TFTMf �rwardThrow 347s Shipped separately' PER7 Seven -wire receptacle only (control ordered Medium 4801.s BBW Surface - separate)'I mounted DMG 0- 1 Ov dimming wires pulled outside fixture (for use back box (for with an external control ordered separately) P Y conduit entry) PIR 180°motion/ambient light sensor,<15'rihit1,11 PIRH 180"motion/ambient light sensor, 15-30'mtght1°'t PIRIFC3V Motion/ambient sensor, 8-15' mounting height, ambient sensorenabled at 1fc".1' PIRHIFC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at lfcn" Shipped installed Shipped separately" DDBXD Dark bronze DSSXD Sandstone DWHGXD Textured white SF Single fuse (120,277,347V)3 BSW Bird -deterrent spikes DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DF Double fuse (208,240,480V) VG Vandal guard DNAXD Natural aluminum DBLBXD Textured black HIS House -side shield" DWHXD White DNATXD Textured natural aluminum SPD Separate surge protection" L/THON/A One Lithonia Way • Conyers, Georgia 3DO12 • Phone: 800.279.8041 • www.lithonia.com OFA (0 2012-2019 AcuityBrands Li htin Inc. All rights reserved. L/GHT/NG 9 9� 9 D-Series Size 1 711aimbgr LED Wall Luminaire Notes EHC REHAB CHARLOTTESVILLE, VA T e fighting yp LWS4 NIGHTTIME, facts FRIENDLY d77series 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: 12lbs 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: 10 Depth: 4" 10lbs (25.4 cm) (10.2cm) Weight: (4.5 kg) energy -efficient lighting with a variety of optical Height: 6-3/8" Height: Height: 6-3/8" and control options for customized performance. With an expected service life of over 20 years of ° k VV nighttime use and up to 74% in energy savings Hover comparable 25OW metal halide luminaires, the D-Series Wall is a reliable, low -maintenance W For3/4" NPT side -entry lighting solution that produces sites that are conduit (BBW only) exceptionally illuminated. • EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD DSXW1 LED 10C 10LEDs one engine) 20C 20 LEDs (two engines)' 350 350 mA 700 700 mA 1000 1000 n (1 A)' 30K 3000 K 50K 5000 K AMBPC Amber phosphor converted T2S Type II Short MVOLT 2 Shipped included Shipped installed T2M Type II Medium 120' (blank) Surface PE Photoelectric cell, button type' T3S Type III Short 208' mounting DMG 0-1Ovdimming wires pulled outside fixture (for T3M Type III Medium 2403 bracket use with an external control, ordered separately) fi4M Type lVMedium' 2773 BBW Surface- PIR 180°motion/ambient light sensor, <15'mtght'' TFTM Forward Throw 34734 back bomounted x PIRH 180'motion/ambient light sensor, l5-30'mtghtt' Medium 480"4 (forconluit PIRIFC3V Motion/ambient sensor, 8-15' mounting height, entry) s ambient sensor enabled atlfc'' PIRH 1FC3V Motion/ambientsensor, 15-30'mounting height, ambient sensor enabled at 1f: ELCW Emergency battery backup (includes external component enclosure), CAT[de 20 Noncompliant89 Shipped installed Shipped separately" DDBXD Dark bronze DSSXD Sandstone DWHGXD Texturedwhite SF Single fuse (120,277or347V)310 BSW Bird -deterrent spikes DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DF Double fuse (208, 240 or 48OV) 1,10 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 Ordered and shipped separately DSXWHSU House -side shield (one per lightengine) DSXWBSWU Bird-deterrentspikes DSXWIWGU Wire guard accessory DSXWIVGU Vandal guard accessory '. L/THON/A L/GHT/NG - COMMERCIAL OUTDOOR NOTES 1 20C 1000 is not available with PIR, PIRH, PIRIFC3V or FIRM FC3V. 2 Vill driver operates on any line voltage from 120-277V (50/60 Hz). 3 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 4 Only available with 20C, 700mA or 1000mi Not available with PIR or PIRH. 5 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. 6 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH). 7 Reference Motion Sensor table on page 3. 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. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-7378 • www.lithonia.com DSXW1-LED ® 2013-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 8/15/19 Accessories Ordered a„ d.hrppad sapa,ataly. DLL1Z71 1.S1U Photocell-SSL twist -lock 120-277V " 1 1 DLL347F 1.I CUL1U Photocell-SSLtwist-lock 347V 1° DLL480F 1.5 (UL1U Photocell- SSL twist -lock 48011° DSHORT SBKU Shorting cap anduded when ordering PER, PER5 or PERT)" DSXWHSU House -side shield (one per light engine) DSXWBSWU Bird -deterrent spikes DSXW2VGU Vandal guard accessory DSXW23BW Back box accessory DDBXDU (specifyfinish) For more control options, visit DTL and ROAM online. NOTES 1 101 is not available with AMBPC. 2 AMBPC is not available with 1000mi 3 MVOLT driver operates on an line voltage from 120-277V 50/60 Hz . P Y 9 ( ) 4 Single fuse (SF) requires 120, 277 or-347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 5 Available with 30 LED/700mA options only DSXW2 LED 30C 700. DMG option not available. P Y P 6 Also available as a separate accessory; see Accessories information. P ry, 7 Photocontrol PE re uires 120 208 240 277 or 347 voha e option. Not available with motion/ambient li ht sensors PIR or PIRH . 8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 9 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included. 10 Reference Motion Sensor table on page 3. 11 Reference PER Table on page 3 for functionality. 12 PIR and PIR1 FC3V specify the Sensor5witch SBGR-101 control; PIRH and FIRM FC3V specify the Sensor5witch SBGR-6-ODP control; 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. 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 Ughting Facts. Contact factory for performance data on any configurations not shown here. LEDs Drive Current mA) System Watts I Dist. Type ®IIIIhom Lumens B 30K U G UP W III II®Illlr Lumens B fINl� 40K U G LPW I I 50K Lumens B U G II: lllll�llll�lllll� LPW ®©�0�0�©1•�0�0�©�000® I ® •II lolnlo®�ono��000® 1111111101111111 ®mono®�ono��000� ��000®�■ono��000�i ®�000®�ono��000� I I II ®�ono��ono®�■000� ���}moo©l�llllr�lolnl©llli�l©i�llll�ollll©®. IlllllNIIIIIIIIlllll'iR�lll17111�11117111i�llllli�11111111711117111i�llllli�llll�llllliil�llll�lll� ®�onl©IIII�IIIIEi�101�I©1111�1111131i�llll�o©�. lllllii� I:I nn©��onl©IIIIII�IIIIIiIIl�llll�ollll©®. ®�I©In©mllllF)7[[f�I©In©�llll�000m ®inn©m�onl©llll�llllr7f�f�71111�1111�©m 11111�1111�11117111,©m�0�©��00©� IIIIIi�llllliflFi■111171117111�1111}7111111F3Z■■111171117©��00©� ' ®�0�0llll®1111�111171117©®�00©® 11 1 I I ®wool©IIIifL�llll�l00©®�00©® 1 ® , II lolnlo®�000��000�, ®llllli�llli1111�111�IIIIIII�IIII�i�lllil•1117©IIII��JI.a' "'lallll�lllll�©IIII� ®moo©llll®IIIIt3L�l0o 1 .1 00llll©®, II llllll�lllli7l�ll1i11117©IIIII��I''J'!'�IIII♦III:�©Illli�lllll'71�L1•IIIII�IIIII�©IIII�. ��mmm� onl©IIli�lllllli l�llll�o©® ®inn©��I©la©��llll©ollll©® lllllii�lllll'DiFill©In©ml�I©lol© II II llll©o©� lllllii01111111lllmiifil©In©mlllm�I©la©��llll©o©� Note: Available with phosphor -converted amber LED's (nomenclature AMBPC). These LED's produce light with 97+%>530 nm. Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files. DSXW2-LED Rev. 03/22/19 . L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com Page 1 of 4 L/GHT/NG ® 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 Lighting Facts. Contact factory for performance data on any configurations not shown here. LEDs Drive I System I Current Watts (mA) Dist T e YP 30K (3000 Lumens B K,10CRD U G LPW 40K (4000 Lumens B N, 70CRD U G LPW SOK (5000 Lumens B K, 70CRt) U G LPW AMBPC Lumens (Amber Phosphor B U Converted) G LPW 1 ®�000��nnn��000®�000 . ��anno��nno®�000®�000 „ ®�noo��noo®�000®�000 . ��noom�onn��000��000 ®�oon��000®�000®�000 . ®�ono��000®�000®�000 . I ®�000��000��000��000 , lll�lllll]�oo0mllllilL�0�0�lllli1�00omllllL7®000 ®�ono��onn��000��■000 I I ®�000m�000��000m�000 II . llllllii■IIIII�IDoO 11 �oon��000��000 ' ®�000m�000��000��000 ' ��oonm�000��000��000 ®�ono��ono��000��000 ��a000m�onom�000m�000 111 llll®IIII�O�Omllll�0o0mIIII�00omllll" 000 llil®llll�000m • • • o II �000��000 ®ry��l7W�O�Om Om�000 11 ��000 ®�O�Om� 0��000��0�0 III�IillllfL■I01�©mllll�0o©mllll�00©m�000 ®�nnn®�onn®�000®�000 ®mono®mono®�■000��000 ' llllliii�©�IDoOIIII�©�IDol�llll><• llll�oolllll�®�000 ' ®moon®moon®�000®�000 ��ono��ono®�000��■000 . ®mono®mono®�000��■000 ®� 0 � 0I®I�iiZ■ 111171i1� ll11711� ll�� lllll� llll� lllll� lll� l©II:3111111� llll� 0 . : ®Ilh�Oo©�iSSi�Oo©llll®IIIIO®IIIII�IIIIIi1■llll©®�000 1 ��on©®�onl©lllil•31�III10®llll�llll�llll©®�000 , 1 ® I®" 111171117©��0�©®�00©��000 ��nn©IIIIIIIlII©1-II�o10©®�00llll©®�000 . I I ®��oo©IIIIIII�©�I010©®��00©���000 . II ®llll�0�©IIIIIII�llllli�0�©IIIIII�IIIIIiL!}711111�1111�©� "I ��� ��no©��ool©IIIIIIT��IIIIFiff�oollll©®�000 .' ®moo©®�■on©®�oollll©®�000 „ lll�lllll�l00©111113■IIII�IDOI©IIIIIT�lllltl�llll�o©��000 ' ® 1► nn©mom©o©��©o©��000 . ®moo©mllll�I©la©��llll©o©��,T�000 : III ®lllllli®111171117111�IIIII�llllli�lllii�lll�©l��l�l�©II�iRZlJ•l�l�l� .1 ®moo©mllllF)bl�I©In©��©o©mllll�00© ' ��oo©m�onl©IIIiIli�llllli�llll�o©��oo© : llll®111117i�10o©mllllFlfF�OOI©llli�lllliiii�lllll�o©��oo© .1 ��I©In©mlllll�I©I0©mllllt3�llll©o©mlill�oo© ' '. L/THONIA L/GNT/NG. COMMERCIAL OUTDOOR One Lithonia Way Conyers, Georgia 30012 Phone: 8UW07VM4378 NwvwvtRidfnrialiuomm 02013-2019 Acuity Brands Lighting, Inc. All rights reserved. Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-101 00C 32'F 1.02 10°C 50°F 1.01 201 68'F 1.00 25'C 77'F 1.00 301 86'F 1.00 40% 104°F 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW2 LED 30C 10110 platform in a 2S°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 0.15 0.12 0.87 *For use with Inline Dusk to Dawn or timer PER Table Electrical Load Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures from 0-400C (32-104'F). ®�� 120V 208V 240V 277V 347V 480V 0'C 32'F 1.02 100C 501 1.07 350 14W 0.13 0.07 0.06 0.06 - - 20°C 68°F 1.00 10C 530 20 W 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 86°F 1.00 350 24W 0.23 0.13 0.12 0.10 - - 40'( 104°F 0.98 530 36 W 0.33 0.19 0.17 0.14 - - 20C 700 47 W 0.44 0.25 0.22 0.19 0.15 0.11 1000 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 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 0.93 o.sa *for use with lnlineDusk toDawn ortimer • • - 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 z 1 o t z 3 a 3 4 4 3 z t o t 2 3 4 ; 4 4 3 z 1 0 1 z 3 a ; LEGEND 0.1 fit ■ DSXW1, ■ 3. 3 3 0.5 fc tt -O.Sk z z- - N" 2 ■ TWF2, a 1.ofc 1 - t - - - �- - 1 - 0.5 fc o o a 10' W Sidewalk 9 LLD.: 6 .1 a$ TWF2=0.72 DSXW1 -0. N 95 TWF2: DSXW1: 291 W 74W a T2M zN a T3M ?z a T35 Zz DSXW1 LED 20C 40K 1000 T3M, w TWF2 250M Pulse, 15' Mounting Ht _ owl LNs T3M (left), ASYDF (right) lenses HS- House -side shields BSW- Bird -deterrent spikes WG-Wireguard 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 cooling. Modular design allows for ease of maintenance. The LED 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 Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. 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 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. CRD configurations. DSXW1-LED '. L/THON/A Rev. 8/15/19 L/Gf1T/NG - COMMERCIAL OUTDOOR 3 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 0.19 0.17 0.14 - - 30C 530 54 W 0.50 0.29 0.25 0.22 - - 700 10DO 71 W 109W 0.66 1.01 0.38 0.58 0.33 0.50 0.28 0.23 0.16 0.44 - - Photocontrol Only (On/Off) A Wired to dimming leads on driver S Wired to dimming leads on driver Wires Capped inside fixture ROAM Wired to dimming leads on driver ® Wired to dimming leads on driver Wires Capped inside fixture ROAM with Motion A © Wired to dimming leads on driver ® Wired toddriver leads on driver WresCapped inside fixture Futureproof* A A Wired todimming leads ondriver Wired to dimming leads on driver Wiresl"appedinside fixture Futureroof*with Motion P A Wired leads g Wired todimmin leads on 9 driver VAresCappedinsidefizture . Recommended Will not work a Alternate *Futureproof means: Ability to change controls in the future. DSXW2-LED . L/THON/A One Lithonia Way • Conyers, 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 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. DesighUghts Consortium® (DLC) qualified product. Not all versions of this product may be DEC qualified. Please check the DEC Qualified Products List at www.designllghts.org/QPL to confirm which versions are qualified. WARRANTY Five-year limited warranty. Complete warranty terms located at: www.ac_',o'arce. -- -esources/terms-and-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. One Lithonia Way • Conyers, Georgia 30012 • Phone: 8CM07M4378 •vaii-Witfbbbrreaontn © 2013-2019 Acuity Brands Lighting, Inc. All rights reserved. DSXW1-LED Re, 8/15/19 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Wall Size omepage. 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 4 3 2 1 o 1 2 3 4 r 4 ; II 3 2 1 0 1 2 3 4 s 4 II 3 3 2 1 0 1 2 3 4 t LE END G ■ 0.1 fc ` -I-�. I -- � - ` 4 c ��'j �'T c ■ DSXW2, 0.5 fc 2 2 ro 2 ____.___.-._.__ ro ■ TWF2, 1.0 fc ' T - 1 - t CDLIDS: - 0.5 fc oCD -1 0 -1 J - a - -1 T 1o' W Sidewalk TWF2 =0.72 a- --�----�- °� a � °^ -2 P DS%W2 =0.95 TWF2: DSXW2: < N 63 4 < 458W 109W T2M z «z w ; T3M z «z s T35 z «z r = D XW2 D K1 T2M 5 LE 30C 40 000 TWF2 400M Pulse, 25' Mounting Ht 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 too optimize thermal management P 9 9 P 9 through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to 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 arts are protected b a zinc -infused Super Durable TGIC thermoset powder coat finish P 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%, THE) <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 ANSIAEEE 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 DEC qualified. Please check the DEC Qualified Products List at www.designlights.org to confirm which versions are qualified. WARRANTY Five-year limited warranty. Complete warranty terms located at zyb.,ands.com/CustomerResources/Terms_and, conditions, aspx. 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 Conyers, One Lithonia Wa • is 30012 • Phone: 800.279.8041 • www.lithonia.com Rev. 03/22/19 . L/THON/A v v Georgia Page 3 of 4 L/GHT/NG © 2012-2019 Acuity Brands Lighting, Inc. All rights reserved. DSXW2-LED Re, 03/22/19 Page 4 of 4 M E O O M U cV to fV C Q O > E ~ U 3 < LL LL O C) LL _ (� Lu O to ,1 Qa J U OD LuJ - Lr) H i > pVill N C7 Lu rV lt z 111 Q) O3 X Cn 02 LL 0 7 a c 1714 U j a Ln C L.r) O N >ll M a � rb J U LU 1--U U LU 0 C) Q U U z O CIL CIL > LLJ LLJ Lu j LiLl LU a) LU O � N ti DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. rrrrJ rlaaaaaar 1^^1 V 1 TO i H� LQ 1 I --I J U) I� J Q = z W W 0 LU Jz I� Q LU Q (/ I-i TW J i L JOB NO. 43266 SHEET NO. C1.4 - D-Series Size 1 70:11 og • • • - . • To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D-Series Area Size 1 homepage. _rformance Data -�. ber • NOTES Isofootcandle plots for the DSX7 LED 60C 1000 40K. Distances are in units of mounting height (25'). LED Area Luminaire r°tes Accessories 1 P10,P11,P12orP13and rotated optics (L90,R90)onlyawilabletogether. Z r Lumen Ambient Temperature (LAT) Multipliers Electrical Load EHC REHAB CHARLOTTESVILLE, VA Ordered and shipped separately. 2 Not available with HS. LEGEND 4 4 3 2 1 0 1 2 3 4 5 4 4 3 2 1 0 1 2 3 4 4 4 s 2 1 o 1 2 3 4 .3 4 4 3 2 1 0 1 2 3 3 MVOLT driver erases on an line voha a from 120-27N 50/60 Hz. Use these factors to determine relative lumen output for average ambient temperatures DLL127F 1.51U Photocell -SSL twist -lock (120-27N)" 4 Single iuse(SF)requires 120V, 277V or 347V Double fuse ) 0.1 fc p g p ( F) requires 208V, 240V or 480V ■ 3 3 3 3 from 0-00°C (32-104°F). Type 5 Universal mounting buckets intended for retirofit on existing, pre -drilled poles only.1.5 G vibration load rating perANCI C136.31. ■ 0 5 fc z = z 15 -= , ' 120 208 240' 271 347 480: �w� DLL347F1.5(UL1U Photocell 6 Must order future withSPAotion.Mustbeorderedasase separate see Accessories information. For use with2-3/8"mastan(notincluded). (2_ 111 R q + LA12, LA13H, LA145, LA15 P Pa x �� NicrnriMe DLL480f 1.5 CUL1U Photocell (480V)" 7 Must be ordered with PIRHN. Sensor cover available only in dark bronze,black, white and natural aluminum colors. 1 ` 1 1 1 d°'series rs1ENDLV DSHORTSBKU Shorting cap 8 Must be ordered with NLTAIR2. For mom information on nLight Air2 ■ 1.0fc m 0°C 32°F 1.04 Pi 30 530 54 0.45 0.26 0.23 0.19 0.10 0.12 "TEa1' 9 Photocell ordered and shi d as a se rate line mein from A<u Brands Controls. See accessories. Not available wN, DS o on. Shortin ce nduded.1 �� DSX1 House -side shield ppe Pa mY pti g pi o o P38 01 I 0 5°C 41°F 1.04 P2 30 700 70 0.59 0.34 0.30 0.25 0.20 0.16 � . 10 If ROAM® node required, h must be ordered and shipped as a separate line item from Acuity Brands Controls. Node with integral dimming. rim'- °c' P 10°C 50°F 1.03 I► DSX1H540(U House -side shield for P6 and Pi'PIR, -1 N,. -1 ?P -, H1 -1 N,� 11 DMGes 50/5ilablewio PIRHN,PERS, PER7, drivemINotaaiable or wiC3V. P3 30 1050 102 0.86 0.50 0.44 0.38 0.30 0.22 ITIF n DSX1 H560C U House -side shield for P8, P9, P70, P11 and P72" 12 Provides 50/SlNuture operation via (2) independent drivers. Not available with PER, PIERS, PER7, PIR or PIRH. Not avilable P1, P2, P3, P4 or P5. a F � z � � -z � � z `J � 15°C 50°F 1.02 Introduction PUMBADDBXDU* Square and round pole universal mounting 13Requires (2) separately switched circuits with isolatedneutrol. See Outdoor Control Technical Guide for details. Jz 3 < 3 Z 3 Jz 20% 68°F 1.01 P4 30 1250 125 1.06 0.60 0.52 0.46 0.37 0.27 bracket (specify finish)" 14 Reference Motion Sensor table on page 4._LL Z w Z w Z w The modern styling of the D-Series is striking KMAB DDB%DU Mastammountin bra ketada for (specify 15 Reference controlso options table on e 4 to see functional' T75 N- T2M t - T25 q- T3M z 25°C 77°F 1.00 Forward0 firs 9 P P N Pti page m)< a 9 a a F aE 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 86°F 0.99 (Non -Rotated) Specifications yet unobtrusive - making a bold, progressive DSX1 EGS(FINISH) U External glare shield 17 Not available with BLC, LCCO and RCCO distribution, Also available as a separate accessory, see Accessories information. 9 35°C 95°F 0.98 P6 40 1250 163 1.36 0.78 0.68 0.59 0.47 0.34 2 18 Must be ordered with facture forfacto pm -drilling. EPA: 1.01 ft Statement even as It blends Seamle5$ly with its For more controt options, visit DTL and ROAM online. 19 Requires Luminaire to be specified with PER, PERS or PER7 option. See PER Table on page 3. r 40°C 104°F 0.97 (0.09 m') W P7 40 1400 183 1.53 0.88 0.76 0.66 0.53 0.38 environment. The D-Series distills the benefits ZO For retroft use only. g 33" of the latest in LED technology into a high 4 3 2 m , 2 3 4 3 =, m , 2 3 4 3 4 s z , o, z 3 4 5 4 3 z , o, z 3 a 11 Length: s 3 4 4 3 4 PS 60 1050 207 1.74 0.98 0.87 0.76 0.64 0.49 (83.8 cm) Q; °; Width: 13" performance, high efficacy, long -life luminaire. 3 3 , 3 Projected LED Lumen Maintenance P9 60 1250 241 2.01 1.16 1.01 0.89 0.70 0.51 MO E (33.0 nn) L = _ _ = Data references the extrapolated performance projections for the platforms noted in a P10 60 530 106 0.90 0.52 0.47 0.43 0.33 0.27 �? The outstanding photometric performance , A , I 0 , 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and N to 7-1/2"4Av 6„ 9 roected erIESNATM-21-11). Rotated Optics Pit 60 700 137 1.15 0.67 0.60 0.53 0.42 0.32 C Height H1:7=��H2 results in sites with excellent uniformity greater • • • v P 1 P (19.0 nn) o 0 0 ffi m o To calculate LLF, use the lumen maintenance factor that corresponds to the desired number (Requires L90 Q H1 pole spacing and lower power density. It is -1 "P -, �$ .1 Na , of operatinghoursbelow.Forotherlumenmaintenancevalues,contactfactory. orR90) P12 60 1050 207 1.74 0.99 0.87 0.16 0.60 0.46 i E Height H2: 3-1/2" ideal for replacing up to 75OW metal halide in EGS External Glare Shield m � m m E a ,I < a - iy < 2 -1 a � , P13 60 1250 231 1.93 1.12 0.97 0.86 0.67 0.49 LU Weight 27 Ibs pedestrian and area lighting applications with `= J Z z Zrs = - }' (max): (12.2kg) typical energy savings of 65%and expected r,3'W999' T3s d = ' _ T4M Z w .3 TFIM Z w a _10TSVS Z w 0 1.00 ~ U N � i a ti +9- F F 25,000 0.96 service life of over 1W,OW hours. 50,000 0.92 Q ! o 3 so 12.05 Ir 1z.n8 1oo,o00 1 0.85 0 U_ i LuO to , q W W 4 3 2 1 0 1 2 3 4 L 4 3 2 1 0 1 2 3 4 ; 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 s ' �I n J U O 4 3 4 c", 4 3 4 3 High Level Lu J - Lr1 0 Z Z Emm-.� q Option Dimmed (when Phototcell Dwell Ramp -up Ramp -down Q H O � 1--1 O Q 3 9 3 3 State Operation Time Time Time N U U triggered) d O d oY oIII Tenon Mounting Slipfitter** z z z z PIR or PIRH 3V (37%) 10V(100%) Enabled 5min 3sec 5min (3 Lu N M HANDHOLE ORIENTATION - _ output output z a) � Z Z O.D., ;, •, , ', ', "PIRI FC3V or 3V(37%) 10V (100%) C U Lu A+Capable options indicatedo 0 0 0 0 o Enabled@1FC 5min 3sec 5min ����fi'' L "� m �� PIRHIFC3V Output Output O %< (n I J by this color background. SPA/RPA AS3-5190 AS3-5280 AS3-5290 AS3-5320 AS3-5390 AS3-5490 -, - -, .a -, ryP ., 7P Q J Q U) for use when motion sensor is used as dusk to dawn control. � W LL Q 0 2-3/8" SPUMBA AS3-5190 AS3-5280 AS4-5290 AS3-5320 AS4-5390 A54-5490 ' < 0 Ordering EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD RupuMBA AS3-5190 AS3-5280 AS3-5320 JZ qZ �Z ,Z o 2 c N z U U SPA/RPA AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 T55 ? w TSM Z w TSW Z w BLC Z w T U � 1.O Q � I�� LED D ' B 2-7/8" SPUMBA AST25-190 AST25-280 AST25-320 a IT a 9 a IT a F Controls � Q Lr)Lr) U) CL CL RUPUMBA AST25-190 AST25-280 AST25-320 '' C H O N > Q Q r rIII SPA RPA AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Nomenclature Descripton Functionality Primary control device Notes to W ' ' t ' m 4" 1 SPUMBA AST35-190 AST35-280 AST35-290 AST35-320 I AST35-390 AST35-490 I r a) M � ti ti 4 3 2 1 0 1 2 3 4 L 4 3 2 1 o 1 2 3 4 3 13�8M' Forward o tics 30K 3000K TIIS Type T5VS Type short MVOLTa Shi Shipped A RUPUMBA AST35-190 AST35-280 AST35-320 4 4 " M p yp yp y pp Handhole Field adjustable output device installed inside the Allows theIumiairetobemanuallydimmed, Cannot be used with other controls options that FAO FAO device CO J LV W Pi P4 P7 40K 4000K T25 Type llshort T55 Type Vshort 120" SPA Square pole mounting 3 lumiaire;wired tothe driverdimmingleads. effectively trimmingthe lightoutput. need the 010Vleads O Lu IY IY P2 PS P8 SOK SOOOK T2M Type llmedium T5M Type Vmedium 2084 RPA Round pole mounting = _ a ~ P3 P6 P9 T3S Type III short T5W Type Vwide 240" WBA Wall bracket Template #8 Top of Pole Y ,H_ , -o IDS Drivers wiredindependantlyfor50/50 Theluminaireiswiredtotwoseparatecircuits, Independently wired drivers Requires twoseperatelyswitchedcircuits.Consider 4 Mountin Option Drillin Tem late Single 2@180 2@90 3@90 3@120 4@90 0h J 0 luminaire operation allowing for SO/50operation. nLightAlRasamorecosteffectiveal[em�tve. Rotated optics T3M Type III medium BLC Backlight control 277 SPUMBA Square pole universal mounting adaptor 1.75"foraluminumpoles 9 P 9 p 9 «8 4 2.75"forotherpoletypes Head Location Side6 SideB&D Side6&C Side6,C&D Round PoleOnl Side A,B,C&D P10 P12 T4M Type IV rD LCCO Left corner cutoff 347 RPUMBA Round pole universal mounting adaptor 0.563" Drill Nomenclature #8 DM19AS DM28A5 DM29A5 DM39AS DM32AS DM49AS 1 w $ Compatible with standard twist -lock photocells 4 2 �� Twist -lock photocells such as DLL Elite Pins 4& 5 to dimming leads on driver, Pins 6 & 7 p[ P11 P13 TFTM Forward throw RCCO Ri htcornercutoff 480 Shi edse aratel a �a PEAS or PER7 Twist -lock fordusktodawnaperation,oradvancedcontrolnodes 9 pp p Y Z Z or advanced control nodes such as ROAM. are capped inside luminaire medium 325 a a d that provide 0-10V dimming signals. KMA8 DDBXD U Mast arm mounting bracket adaptor 0.400" Leeo ? w Reeo z w (specify finish) a 2.650" (2 PLC$) r F d#�# t PA #8 2-7/8" 2-7/8" 3S" 35" 3" 35" ~ Motion sensors with integral photocell. PIR for Also available with PIRH 1 FC3V when the sensor = PIRorPIRH 8-15'mounting; PIRH for 15-30'mounting Luminairesdimwhennooccupancyisde[ected. Acuity Controls SBGR photocell is used for dusk -to -dawn operation. (� PA #8 2-1/8" 2-7/8" 3.5" 3.5 3" 3.5" �PUMBAPUMBA #5 2-7/8" 3" 4" 4" 3.5" 4" 0 #5 1 2-7/8" 1 3.5" 1 5" 15" 3.5" 1 5" Motionandambientlightsensingwi[hgroupresponse. � OtherControl options - options NLTAIR2 PIRHN nLightAIR enabled lumiessreformotionsensing, Scheduled dimming with motion sensor over -ride when nLight Air rSDGR nLight AIR sensors can beprogrammed and commissioned = photocell and wirelesscommunication. wirelessly connected to the nUght Eclypse. from the ground using the CIAIRity Pro app. I- Shipped installed PIR High/low,motion/ambientsensor,8-15'mountingheight, Shipped installed DDBXD Dark bronze W Cr C) NLTAIR2 nLight AlRgeneration 2enabled ' ambient sensor enabled at5fc1511 . 'Nouse-side shield he DBLXD Black W W PIRHN Network,high/low motion/ambient sensor8 PIRH High/low,motion/ambientsensor,l5-30'mountingheight, SF Singlefuse(I20,277,347V)I DNAXD Natural aluminum ~ 'a-) ambientsensor enabled at5fc = Q " PER NEMA twist -lock receptacle only (controls ordered separate)' DF Double fuse (208, 240, � N 48OV) a DWHXD White U 0 PIRIFC3V High/low,motion/ambientsensor,8-15'mountingheight, PIERS Five -pin receptacle only (controls ordered separate) "I Q ambientsensor enabled at lfc 15'6 L90 Left rotated optics' DDBTXD Textured dark bronze -1 PER7 Seven-pinreceptacleonly (controls ordered separate) 910 J PIRHIFC3V Bi-level,motion/ambientsensor,l5-30'mountingheight, R90 Right rotated optics' DBLBXD Textured black z DMG 0-10vdimming wires pulled outside fixture (for use with an ambient sensor enabled at1fc1516 Shipped separately DNATXD Textured natural LJ) DATE external control, ordered separately) " FAO Field adjustable output'" BS Bird spikes 18 aluminum DS Dual switching ""'" DWHGXD Textured white EGS External glare shield 51612019 0 >_ DRAWN BY DSX1-LEDDSX1-LED DSX1-LED DSX1-LED Z. DAHL One Lithonia Way •Con Conyers, Georgia 30012 • Phone: 1-800-705-SERV 7378 • www.lithonia.mm One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV 7378 • www.lithoniacom One Lithonia Way •Con Conyers, Georgia 30012 • Phone: 1-800-705-SERV 7378 • www.lithoniacom One Lithonia Way •Con Conyers, Georgia 30012 • Phone: 1-800-705-SERV 7378 • www.lithoniacom '. L/THON/A v r g ( ) $'A L/THON/A v g ( ) '. L/THON/A v v g ( ) '. L/THON/A v v g ( ) 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 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 � Pagel of � Page 2of8 ,-Now Page 3of8 � Page 4of8 • DESIGNED BY COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR • A. ALLISON • CHECKED BY • _ _ • • ,I Capable Luminaire • ' - ' - J. HASH mThis item is an A+ capable luminaire, which has been • • Lumen Output Lumen Output Lumen Output designed and tested to provide consistent color SCALE Lumen v am photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown within the tolerances allowed Li htin Facts. Contact facto for 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 appearance and stem -level intern erabilit . Lumen values are from photometric tests performed in accordance with IESNA LM-79A8. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts Contact factory forvalues a p p p g y g g factory p pe p g y g g factory dppea a y 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. Forward OpOptics Optics Brands' specification for chromatic consistency , , • This luminaire is A+ Certified when ordered with • DTL controls marked by a shaded background. • t rDrive wet System I 000 Drive Pa (3000 K, 70 CRI) (4000 K, 70 CRI) (5000 K, 70 CRI I L moit Drrrive Power ystem'. em, I Package "Wa.,Type DTL DLL equipped luminaires meet the A+ T1S 6,457 2 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 T1S 13,042 3 0 3 123 14,050 3 0 3 133 14,228 3 0 3 134 specification for luminaire to photocontrol • J T2S 6,450 2 0 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 TZS 12,967 4 0 4 122 13,969 4 0 4 132 14,146 4 0 4 133 T2M 6,483 1 0 1 120 6,994 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 7T3S 6,279 2 0 2 116 6,764 2 0 2 125 6,850 2 0 2 127 T3S 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 T4M 17,299 3 0 3 106 18,635 3 0 4 114 18,871 3 0 4 116 T4M 12,944 4 0 4 122 13,945 4 0 4 132 14,121 4 0 4 133 TFTM 6,464 1 0 2 120 6,963 1 0 2 129 7,051 1 0 2 131 TFTM 17,672 3 0 3 108 19,038 3 0 4 117 19,279 3 0 4 118 TFTM 13,279 4 0 4 125 14,305 4 0 4 135 14,486 4 0 4 137 providing out -of -the -box control compatibility 30 530 P1 54W 40 1250 P6 163W 60 530 P10 106W �� TSVS 6,722 2 0 0 124 7,242 3 0 0 134 7,334 3 0 0 136 TSVS 18,379 4 0 1 113 19,800 4 0 1 121 20,050 4 0 1 123 TSVS 13,372 3 0 1 126 14,405 4 0 1 136 14,586 4 0 1 138 with simple commissioning, when ordered with ^^ T55 6,728 2 0 1 125 7,248 2 0 1 134 7,340 2 0 1 136 T5S 18,394 4 0 2 113 19,816 4 0 2 122 20,056 4 0 2 123 TSS 13,260 3 0 1 125 14,284 3 0 1 135 14,465 3 0 1 136 drivers and control options marked by a shaded M T5M 6,711 3 0 1 124 7,229 3 0 1 134 7,321 3 0 2 136 T5M 18,348 4 0 2 113 19,766 4 0 2 121 20,016 4 0 2 123 T5M 13,256 4 0 2 125 14,281 4 0 2 135 14,462 4 0 2 136 back rOUn- 1 / /� 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 g v , 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 3 111 11,898 3 0 3 112 To learn more about A+, O LCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 LCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 LCCO 7,789 1 0 3 73 8,391 1 0 3 79 8,497 1 0 3 80 visit www.acuiiybrands.com/al2lus. RCCO 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 8,249 2 0 2 118 8,886 2 0 2 127 8,999 2 0 2 129 T15 19,227 3 0 3 105 20,711 3 0 3 113 20,975 3 0 3 115 PIS 16,556 3 0 3 121 17,835 3 0 3 130 18,061 4 0 4 132 1. See Ordering tree for details. T2S 8,240 2 0 2 118 8,877 2 0 2 127 8,989 2 0 2 128 T2S 19,206 3 0 3 105 20,690 3 0 3 113 20,952 3 0 3 114 T25 16,461 4 0 4 120 17,733 4 0 4 129 17,957 4 0 4 131 2- A+ Certified Solutions for ROAM require the order T2M 8,283 2 0 2 118 8,923 2 0 2 127 9,036 2 0 1 129 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 q BS 8,021 2 0 2 115 8,641 2 0 2 123 8,751 2 0 2 125 T3S 18,696 3 0 3 102 20,141 3 0 3 110 20,396 3 0 4 111 T3S 16,205 4 0 4 118 17,457 4 0 4 127 17,678 4 0 4 129 of one ROAM node per luminaire. Sold Separately: CL BM 8,263 2 0 2 118 8,901 2 0 2 127 9,014 2 0 2 129 BM _ 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 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 20,296 3 0 4 111 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 TFTM 8,257 1 0 2 118 8,896 2 0 2 127 9,OD8 2 0 2 129 TFTM 19,246 3 0 4 105 20,734 3 0 4 113 20,996 3 0 4 115 TFTM 16,857 4 0 4 123 18,159 4 0 4 133 18,389 4 0 4 134 O 30 700 P2 70W 40 1400 P7 183W 60 700 P11 137W TSVS 8,588 3 0 0 123 9,252 3 0 0 132 9,369 3 0 0 134 TSVS 20,017 4 0 1 109 21,564 4 0 1 118 21,837 4 0 1 119 TSVS 16,975 4 0 1 124 18,287 4 0 1 133 18,518 4 0 1 135 T5S 8,595 3 0 1 123 9,259 3 0 1 132 9,376 3 0 1 134 T5S 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 T5M 8573 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 2 123 18,125 4 0 2 132 18,358 4 0 2 134 T5W 8517 3 0 1 122 9,175 4 0 2 131 9,291 4 0 2 133 T5W 19,852 5 0 3 108 21,386 5 0 3 117 21,656 5 0 3 118 T5W 16,677 4 0 3 122 17,966 5 0 3 131 18,193 5 0 3 133 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 LOCO 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 /f RCCD 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 < TIES 11,661 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 T1S 22,490 3 0 3 109 24,228 3 0 3 117 24,535 3 0 3 119 T1S 22,996 4 0 4 111 24,773 4 0 4 120 25,087 4 0 4 121 FEATURES & SPECIFICATIONS =) T25 11,648 2 0 2 114 12,548 3 0 3 113 12,707 3 0 3 125 T2S 22,466 3 0 4 109 24,202 3 0 4 117 24,509 3 0 4 118 T25 22,864 4 0 4 110 24,631 5 0 5 119 24,943 5 0 5 120 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�� T3S 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 The sleek design of the D-Series Size 1 reflects the embedded high performance The DSX1 LED area luminaire is also available with nLight@ AIR for 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 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 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 Imo- TFTM 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 TFTM 22,513 3 0 4 109 24,253 3 0 4 117 24,560 3 0 4 119 TFTM 23,414 5 0 5 113 25,223 5 0 5 122 25,543 5 0 5 123 is suitable for mounting heights up to 40 feet. Once commissioned using 30 1050 P3 102W 60 1050 P8 207W 60 1050 P12 207W CONSTRUCTION TSVS 12,140 3 0 1 119 13,078 3 0 1 128 13,244 3 0 1 130 TSVS 23,415 5 0 1 113 25,224 5 0 1 122 25,543 5 0 1 123 TSVS 23,579 5 0 1 114 25,401 5 0 1 123 25,722 5 0 1 124 a smartphone and the easy -to -use CLAIRITY app, nLight AIR equipped CO ; �A Single -piece die-cast aluminum housing has integral heat sink fins to optimize T55 12,150 3 0 1 119 13,089 3 0 1 128 13,254 3 0 1 130 TSS 23,434 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 luminaries can be grouped, resulting in motion sensor and photocell group \ thermal management through conductive and convective cooling. Modular TSM 12,119 4 0 Z 119 13,056 4 0 2 128 13,221 4 0 2 130 T5M 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 response without the need for additional equipment. Scheduled dimming design allows for ease of maintenance and future light engine upgrades. The LED TSW 12,090 4 0 3 118 12,970 4 0 3 127 13,134 4 0 3 129 TSW 23,221 5 0 4 112 25,016 5 0 4 121 25,332 5 0 4 122 TSW 23,165 5 0 4 112 24,955 5 0 4 121 25,271 5 0 4 122 with motion sensor over -ride can be achieved when used with the nLight BLC 9,570 1 0 2 94 10,310 1 0 2 101 10,440 1 0 2 102 BLC 18,458 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 drivers are mounted in direct contact with the casting to promote low operating Eclypse. Additional information about nLight Air can be found here. LCOO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 LOCO 13,735 2 0 3 66 14,7% 2 0 4 71 14,983 2 0 4 72 LCCO 13,734 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 temperature and long life. Housing is completely sealed against moisture and = z w RCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 RCCO 13,735 2 0 3 66 14,7% 2 0 4 71 14,983 2 0 4 72 RCCD 13,716 4 0 4 66 14,776 4 0 4 71 14,%3 4 0 4 72 environmental contaminants (IP65). Low EPA (1.01 ft� for optimized pole wind INSTALLATION W � Q a) T15 13,435 3 0 3 107 14,473 3 0 3 116 14,657 3 0 3 117 T1S 25,575 3 0 3 106 27,551 3 0 3 114 27,900 3 0 3 116 T1S 25,400 4 0 4 110 27,363 4 0 4 118 27,709 4 0 4 120 loading. Included mounting block and integral arm facilitate quick and easy O -� 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 S 0 5 118 27,550 5 0 5 119 FINISH installation. Stainless steel bolts fasten the mounting block securely to poles U 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 27,6% 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 � (rj LL BS 13,064 3 0 3 105 14,074 3 0 3 113 14,252 3 0 3 114 T3S 24,870 3 0 4 103 26,791 3 0 4 111 27,130 3 0 4 113 BS 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 AERISTM series 11••••�� kJ J v to BM 13,457 2 0 2 108 14,497 2 0 2 116 14,681 2 0 2 117 BM 25,617 3 0 4 106 27,597 3 0 4 115 27,946 3 0 4 116 BM 25,695 5 0 5 111 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 7 T4M 13,165 2 0 3 105 14,182 2 0 3 113 14,362 2 0 3 115 T4M 25,061 3 0 4 104 26,997 3 0 4 112 27,339 3 0 4 113 T4M 25,210 5 0 5 109 27,158 5 0 5 118 27,502 5 0 5 119 available. = Q L c a finish that can withstand extreme climate changes without cracking or peeling. II Q TFTM 13,449 2 0 3 108 14,488 2 0 3 116 14,672 2 0 3 117 TFTM 25,602 3 0 4 106 27,580 3 0 4 114 27,929 3 0 4 116 TFTM 25,861 5 0 5 112 27,860 5 0 5 121 28,212 5 0 5 122 30 1250 P4 125W 60 1250 P9 241W 60 1250 P13 231W Available in both textured and non -textured finishes. LISTINGS � 1 T TSVS 13,987 4 0 1 112 15,068 4 0 1 IE21 15,259 4 0 1 122 TSVS 26,626 5 0 1 110 28,684 5 0 1 119 29,047 5 0 1 121 TSVS 26,043 5 0 1 113 28,056 5 0 1 121 28,411 5 0 1 123 0 L7 UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 T55 13,999 3 0 1 112 15,080 3 0 1 121 15,271 3 0 1 122 155 26,648 4 0 2 111 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 rated. Rated for -40°C minimum ambient. U.S. Patent No. D672,492 S. 41 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 3 122 Precision -molded proprietary acrylic lenses are engineered for superior area International patent pending. m Q T5W 13,872 4 0 3 111 14,944 4 0 3 120 15,133 4 0 3 121 TSW 26,406 5 0 4 110 28,447 5 0 4 118 28,807 5 0 4 120 TSW 25,586 5 0 4 111 27,563 5 0 4 119 27,912 5 0 4 121 lighting distribution, uniformity, and pole spacing. Light engines are available in J � BLC 11,027 1 0 2 88 11,879 1 0 2 95 12,029 1 0 2 96 BLC 10,990 2 0 3 87 12b12 2 0 3 94 22,898 2 0 3 95 BLC 21,24. 4 0 4 92 22,882 4 0 4 99 23,172 4 0 4 �00 standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D-Series Size 1 DesignLights Consortium@ (DLC) Premium qualified product and DLC Q rn 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 17,018 2 0 4 71 LCCO 15,170 2 0 4 66 16,342 2 0 4 71 16,549 2 0 4 has zero uplight and qualifies as a Nighttime FriendlyTMproduct, meaning it is qualified product. HrnRCOO 8,205 1 0 3 66 8,539 1 0 3 71 8,951 1 0 3 72 RCCO 15,619 2 0 4 65 16,825 2 0 4 70 17,018 _2 0 4 71 RCCO 15,150 5 0 5 66 16,321 5 0 5 71 16,527 5 0 5 consistent with the LEED®and Green GlobesTM criteria for eliminating wasteful Not all versions of this product may be DLC Premium qualified or DLC w J NT15 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 www.designlights. T2S 14,664 3 0 3 106 15,797 3 0 3 114 15,997 3 0 3 116 org/QPL to confirm which versions are qualified. or T2M 14,274 3 0 3 103 15,877 3 0 3 115 15,572 3 0 3 113 ELECTRICAL enginenLconfigurations consist of high -efficacy LEDs mounted to metal- International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) is C T35 14,704 3 0 3 103 15,840 3 0 3 111 16,040 3 0 3 113 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. T3M 14,704 2 0 3 107 15,840 3 0 3 115 16,040 3 0 3 116 o 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 WARRANTY _0 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 % a) 30 1400 P5 138W 5-year limited warranty. Complete warranty terms located at: TSVS 15,283 4 0 1 111 16,464 4 0 1 119 16,672 4 0 1 121 failure rate. Easily serviceable 10kV surge protection device meets aminimum / ^ Z T55 15,295 3 0 1 111 16,477 4 0 1 119 16,686 4 0 1 121 Category C Low operation (per ANSI/IEEE C62.41.2). www.acuitybrands.com/CustomerResources/Terms-and-conditions.aspx v , d TSM 15,257 4 0 2 111 16,435 4 0 2 119 16,644 4 0 2 121 STANDARD CONTROLS Note: Actual performance may differ as a result of end -user environment o) T5W 15,157 4 0 3 110 16,328 4 0 3 118 16,534 4 0 3 120 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 laboratory ^ F_ 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. 1••� O RCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 Zprograming and are suitable for mounting heights up to 30 feet. Specifications subject to change without notice. DSX1-LEDDSX1-LED DSX1-LED DSX1-LED L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.11thoniacom L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.liti-ionia.com '• L/GHT/NG 02011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 $'A L/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 © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev. 12/09/19 O U N � Page 5 of 8 � Page 6 of 8 - Page 7 of 8 � Page 8 of 8 M COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR V z _(__ 7= 0 0 Q 0 r ru 1I Z > Z) JOB NO. 43266 SHEET NO. C1.5 m c 0 0 LL m c Q 4 Q 0 0 N w N_ 0 0 a) 0 d IA L/THON/A L/GHT//VG- Catalog Number FEATURES & SPECIFICATIONS Notes EHC REHAB CHARLOTTESVILLE, VA INTENDED USE -Typical applications include corridors, lobbies, conference rooms and private offices. CONSTRUCTION - Galvanized steel mounting/plaster frame; galvanized steel junction box with Type bottom -hinged access covers and spring latches. Reflectors are retained by torsion springs. LR62, LR63 Vertically adjustable mounting brackets with commercial bar hangers provide 3-3/4" total adjustment. Two combination %"-3/4" and four lk" knockouts for straight -through conduit runs. Capacity: 8 (4 in, 4 out).AWGconductors, rated for 90°C. ates 12"-24"joist spacing. Accommodates LDN6 Passive cooling thermal management for 25°C standard; high ambient (40°C) option available. Light engine and drivers are accessible from 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. 6" OPEN and WALLWASH LED General illumination lighting with 1.0 S/MH and 55° cutoff to source and source image. Non -IC Self -flanged anodized reflectors in specular, semi-specular, or matte diffuse finishes. Also available in New Construction DOwnlight white and black painted reflectors. ELECTRICAL - Multi -volt (120-277V,50/6OHz)0-10Vdimming drivers mounted to junction box, 10% +� 1 or 1%minimum dimming level available. 0-10V dimming fixture requires two (2) additional low-VDltage wires to be pulled. 70%lumen maintenance at60,000hours. LISTINGS - Certified to US Canadian Wet location (covered _ - and safety standards. standard ceiling). y� �i IP55 rated. ENERGY STAR® certified product. WARRANTY- 5-year limited warranty. Complete warranty terms located at: �M4o www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance maydifferasaresult ofend-user environment and application. d m 7GHT LOCATION'" All values are design or typical values, measured under laboratory conditions at 25 *C. Specifications subject tochange without notice. TITLE m �+ A+Capable options indicated oaaey0 l 4 r a e by this color background. Ei I ' I ' I ' ISOL Lead times will vary derlendina on options selected. Consult with Your sales representative. Example: LDN6 35/15 L06AR LSS WOLT EZ10 LDN6 Series Color temperature Lumens, Aperture/Trim Color Finish LDN6 6" round 271 2700K 05 500lumens 25 2500lumens L06 Downlight AR Clear LSS Semi-specular MVOLT Multi -volt 30/ 3000K 10 11000lumens 30 3000lumens; LW6 Wallwash WRZ White LD Matte diffuse 120 120V 39 .JWOK 15 1500lumens 40 4000lumens BR2 Black LS Specular 277 277V 40/ 4000K S 50 5000lumens 347' 347V SO/ 5000K Driver Options GZ70 0-10Vdriverdims SF` Single fuse N801 nLight" Lumen Compensation to10% TRW' White painted flange NPS80EZI nLight® dimming pack controls O-10VeldoLED drivers (EZ10, GZ1 0-10Vdriverdims TRBL' Black painted flange EZ1). to1% EL6 Emergency battery pack with integral test switch. low Constant Power, NPS8OEZER7 nLight®dimming pack controlsO-10VeldoLED drivers (EZ10, EZ10 0-10VeldoLED Not Certified in CA Title 20 MAEDBS EZ1).ERcontrols fixtures onemergency circuit. driver with smooth ELR6 Emergency battery pack with remote test switch. IOW Constant Power, HAD High ambient option and flicker -free Not Certified in CA Title 20 MAEDBS CP12 Chicago Plenum deep dimming performance dawn ELSD6 Emergency battery pack with self -diagnostics, integral test switch. low RRL RELOC*-ready luminaire connectors enable a simple and Constant Power, Not Certified in CA Title 20 MAEDBS consistent factory installed option across all ABL luminaire to10/g ELRSDI Emergency battery pack with self -diagnostics, remote testswitch. 1OW brands. RefertoRRLforcompletenomenclature. Available EZ1 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 eep E10WCP6 Emergency battery pack, low Constant Power with integral test switch. NLTAIR21.11 nLight* Air enabled ingperfor- dimming perfor- Certified in CA Title 20MAEDB NLTAIRER2910 nLight' AIR Dimming Pack Wireless Controls. Controls manse down to 1% E10WCPR6 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 for non-eldoLED ' USPOM US point of manufacture drivers (GZ10, GZ11). 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. 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 NPS80EZ or NPS80EZ ER. Only available with EZ10 2 Not availablewith finishes. and EZldrivers. 3 NotavailAewithemergency options. 9 Not availablewith CRNPS80EZ,NPS80EZER,NPPI6D, 4 Must specify voltage 120V or 277V. N PPI 5DER or N80 options. 5 Available with clear (AR) reflector only. 10 NLTAIR2 and NLTAIRER2 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.50001mwith marked power. Will require an emergency hot feed and normal spacing 24 Lx 24 Wx 14 H. Notavailable with emer- hotfeed. gency battery pack option. DOWNLIGHTING LDN6 LDN6 PHOTOMETRY Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance Data at 30" Above Floor for a Single Lumina[re LDN6 35/10 MAR, 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 119119 1,9 116 116 116 111 Ill 111 50%beam - 10%beam - 5 905 89 0°-40° 895.0 90.7 1 111 108 106 109 106 104 104 103 101 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°-90° 987.0 100.0 3 96 91 87 94 90 86 92 88 85 Mounting Center 35 330 214 60.45 90°-120° 0.0 0.0 4 89 84 79 88 83 79 86 81 78 Height Beam Diameter FC Diameter FC 40 110 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 E85 90°-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 90°-180° 0.0 0.0 7 73 67 63 73 67 63 71 66 62 12.0 9.7 9.8 4.9 16.6 1.0 60 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 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 as 40° 10 61 55 51 61 55 51 60 55 51 0° 20° LDN6 35/15 L06AR, input watts:17.52, delivered lumens: 1572.9, LM/W = 89.77, spacing criterion at 0=1.02, test no. ISF 30716P265. Of 20 % PC 80 % 70 % 501/6 Ave Lumens Zone Lumens %Lamp pw 50%3o%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 1 111 108 106 109 106 104 104 103 101 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 9o°-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 19n 90 0 10 61 55 51 61 55 51 60 55 51 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. of 20 % pc 80% 80 70% 50% Ave Ave Lumens Zone Lumens % Lamp pw 50%30% 10% 50%30%10% 80, 0 2786 0°-30° 2164.3 69.0 0 119 119 119 116 116 116 ill ill ill 50%beam - 10%been - 5 2877 284 0°-40° 2845.9 90.7 1 111 108 106 109 106 104 104 103 101 54.5° 82.2° 15 3087 855 0°-60° 3135.3 99.9 2 103 99 95 101 97 94 98 95 92 Inital FC 25 22,89 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 Height Beam Diameter FC Diameter FC 120 45 350 277 90°-130° 0.0 11.0 5 83 77 73 82 71 - 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 24.8 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 0°-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 1.5 240 ___ 90 0 10 61 55 51 61 55 51 60 55 51 IA L/THG/V/A L/GHrlVa DOWNLIGHTING: One Lithonia Way Conyers, CIA 30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 ADDITIONAL DATA I MANUFACTURER I 142141 I PART NO. POWER BOOSTER AVAILABLE Lutron® Diva® DVTV Diva® DVSCTV Nova TeNTFTV 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 GlideHeatsinkTGH1500FAM120(120V) OasisOA2000FAMU Honeywell EL7315A1019 EL7305A1010 (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 DAL] interface port RT03 DALlnet Router WattStopper* LS-4 used with LCD-101 and LCD-103 IA L/THG/V/A L/GHT/NG DOWNLIGHTING: One Lithonia Way Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 © 2014-2019 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 ofthis luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is part ofan A+Certified solution for nLight® control networks when ordered with drivers marked by a shaded background* • This luminaire is part ofan 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/apl us. *See ordering tree for details LDN6 © 2014-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 LDN6 *All dimensions are inches (centimeters) unless otherwise noted. LDN6 500-1500 LUMEN LDN6 2000-3000 LUMEN 11 [27.9 11 [27.9 10a [26.21 TH (] 4.51 106 [26.21 1 1 (] [16.51 i i a Aperture: 6-1/4 (15.9) Ceiling Opening: 7-1/8 (18.1) Aperture: 6-1/4 (15.9) 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 I Aw�i�b'� �i. III I III - e� LDN6 CP 11 [54.6 no 17 (43.1) 141(36.81 9 [ 2.8] Aperture: 6-1/4" (15.9) Ceiling opening: 7-1/8-(18.1) Overlap trim: 7-1M (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 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 11 LDN6 EL-ELR 19H[50.6' 0 0 [48.51 I O 6f [16.51 Marked Spacing above 3000 lumen: 24 x 24 X 30 Aperture: 6-1/4 (15.9) Ceiling Opening: 7-1/8 (18.1) Ovenap trim: 7-1/2 (19.1) HOWTO ESTIMATE DELIVERED LUMENS IN EMERGENCY MODE Use the formula below to estimate the delivered lumens in emergency mode Delivered Lumens =1.25 x P x LPW P = Ouput power of emergency driver. P = 1OWforPS1055CP 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. 1 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 Tested in accordance with IESNA LM-79-08. Tested to current IES and NEMA standards under stabilized laboratory conditions. CRI: 80 typical. IA L/THG/V/A LAGHT/NG- DOWNLIGHTING: One LithoniaWay Conyers, GA30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 EXAMPLE Group Fixture Control* *Appiication diagram applies for fixtures with eldoLED drivers only. nP5 80 EZ Dimming/Control Pack (qty: 2 required) nPODM 2P DX Dual On/Off/Dim Push -Button WallPOd nCM ADCX Daylight Sensor with Automatic Dimming Control nCM PDT 9 Dual Technology Occupancy Sensor 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. 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. B nCM PDT 9 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 1 2700K 3000K 3500K 4000K SOOOK 80CRI 0.950 0.966 1.006 1.025 1.101 LDN6 © 2014-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 nPODM 2P DX u �� nP5 80 EZ O �1 L; =* 0 1 0 1 In PS 80 EZ OPTIONAL nCM ADCX - nLightO Wired Controls Accessories: Order as separate catalog number. Visit www.ocui!ybronds.com/products/controlsLiight for complete listing of nLight controls. WallPod 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 360p, ceiling (PIR/dual tech) n(M 10/n(M PDT 10 Graphic Touchscreen nPOD GFX (Color) Wide View (PIR/dual tech) rl 16 / nWV PDT 16 Photocell controls Model Number Wall Switch w/ Raise/Lower (PIK/dual tech) nWSX IV DX / nWSX PDT LV DX Dimming n(M ADCX Cat-5 cables (plenum rated) Mode[ Number 10', CATS ]OFT (AT5 IOFT JI 15, CAT515FI CAT515FT Jl nLight' AIR Control Accessories: Order as separate catalog number. Visit www.acuitybrands.com/products/controls/n/ightair. Wall switches Model number On/Offsinglepole rPODB[color] On/Off two pole rPODB2P[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. nLight AIR nLight AIR isthe 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. n Auk.: n �duD' n Au�l Simple as 1,2,3 1. Install the nLight° AIR fixtures with embedded smart sensor 0 2. Install the wireless battery -powered all switch 3- With CLAIRITY app, pair the fixtures with the wall switch and if - desired, customize the sensor settings for the desired outcome - A A nLight AIR rPODB2PM M btl Device IA L/THG/V/A LAGHT/NG® DOWNLIGHTING: One LithoniaWay Conyers, GA30012 Phone: 800-705-SERV (7378) www.lithonia.com LDN6 © 2014-2019 Acuity Brands Lighting, Inc. All rights reserved. Rev.12/10/19 M E 0 0 � v N Vi N � > E LU E ~ LU U 3 Q �" 3 LL 0 LL O wO to cl� LLI L M Qa J U oD LUJ - Lrl H 11 > p N (3 LU N � Z l C.) 3 X to LL oa =� CJ) _ N N = U >� a - C Ln O N N � i M d � CO J CD LU co I- W W O d Q 0 p O O U U z 0 W W U) CL CL Q LU LU LU I: Cu W DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. i L•J H� H� J I --I J > = z LU LU0 0 U W J Z QI� w J m = Q a C7 W J JOB NO. 43266 SHEET NO. 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No. 3I371 � 12-1-1-1" Ilk 1ONAL f M E 0 N OV N c >E W °) E -� ~ U N � Q w � � o LW O 1`o ,I --I a J U co W J - u] a .w o N z r � V �ONQ 0 Q c � = U j L9 r- a C � Cr O N I- M a � CO J VD � U') D O (D D O I- 0 W > U a z O D O Z �I� z Z Z O 00 a w 00 C� C� z O W W W rn rn � �� Q " � 0 N " DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH 1 sCA80, J Q I-1 a- Vl 0 �W W <^ CL 0 U z W ll--q 1--I 0 a z > 0 � U 5 V 0 z U W I --I J IY / f1 Q 1--4 w X -1 w Q J J 0L �..�..� Lw L SCALE 1 "=80' 0 80, 160' JOB NO. 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SEE PLANS TITLED UVA RESEARCH PARK SEWER EXTENSION --- '�/// \ \\ INK IN15 — R pp,D ELEV. �80.80 \ \ \ \ / \ I X7� I I I I I I I I I ► I I I I I I / / / / / / / / / / / / / / / ,`Q / / \ VEL -590— \ / \ \ `ps \ \ / / I I I I I I I kI I I I I I / / / / / / / > ^ \ WIRE FENCE I I I/ I I I I I / / / / / / D / 586- - _ 584 ---582 - _____-----_------- ------- J/ / //) / // I/ ,' , /I/ / // I //' // // //' / / , / / / // /�z I---- \-580 _--- ---- __------- / / ' l I l l ' // l 1 I I 566�� /' / // 57 \ - .578 ----- ------ / / / / l l I / ' / / I I \ 568� , /N46°50' Ir705, 54 S)6, _---- - - - - -- \ \ \ -- --- ------ - -576- __ -- , - / / / / / 574 / 580 - _ _--------- - - - - -- -- ��`�- / C21/ / / / - j, I /-' / `-_`/ _N18°12'02"E 125.00 _ --- \ \ SAN _ - — — — _ _ _ 1 - • / / _ _ / - / / _ �_ 1 / s , \ ` \ \ \ \ - _ _ SAN-- - - - - - 1 r ' -' T•` / , ° i N 8°12' ' AN _ _---- - iL �- •1—I 1 --T 2 / / 127f' - -- w - _-- - - SAN S — — / / SAN /--- _ / --W-- - -- --- ---- SANS— S�AN�-0� / W ROAD IMPROVEMENT BY S N SAN // •. \• •a - -- � _ _ _ _ - - - - — _ \ �- OTHERS. 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OUT=569.16' 18"RCP \ \ LATERAL FOR FIRE I I / I / I^ 580 Lo I STATION. \\ \ \ I ASPHALTPA4KING I I I I ------------------\\ \ \ / � \ 11 (HOLLYMEAL�EFIRE /// AND RE CUE) \ \ I l / STEEP SLOPES 8' K[Gl-1 BRICK / � \ \ \,- -_/ // MHD (MANAGED) I /- -__--_ \\ j WALL 8 lNIDE/ E�� �' \ , / , - I I I // TOP ELEV.=573.19-_�___-____ / / / / I \ ' - ' INV. CENTER=567.09' / I / , ` \ \ \ \ / Sg0 _ / - \ / _ _ _ \\ I STEEP SLOPES \ \ _- / , , SCALE 1 -30 SWM I III I /// _FULL OF WATER / \ \ / _ \ / / (MANAGED) 6 \ \ \ \\ \\ I I FACILITYIBMPI I I i 0 / o I \\ / --_ I I / / \-���--____ _ / / /' 0 30' 60' INV. bVT 18"f�C�P \ ELEV.=5.65.23' \ \ \ I I I I I I I \ ) 54 CONC. RISERTnD / ❑ \ \ I I I I I I I I I 1 I 1 \ \ , / / rYH o� Lie. No, 31371 12-1-1-I�f �S' ONAL � M E O O � v N � N � Q O >E Lu E ~ ui U 3 Q �! 3 w w o 0 L �\ w O Lu L M Qa J U 00 w J — u1 H d > O N C7W N-Z z� °1It O 3x < oJc u_ oa =� c U j Ln rn O N (3) M c- oo J �I Lu Lu z d 0 C) p O O z U U O U) a a Q Q w> Lu Lu � � am O) UJ O � N DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 130' JOB NO. 43266 SHEET NO. C2.1 �a 00 -0Q� 0(D CU) z 0)o f2 og T � m o E_ (D U) m m a o Z N o� 2 Q g x a� o w 0 Qw Y fn � =;N X m 0 U U 2 �N m 0 N o �o Uc m m �U 0 w 0 C. m U a 2 c N m 0 0 0 C U m n o (� L _ _ LEGEND El VEGETATION /0' REMOVAL \\'6EAl%El3L/ */, / -� ,yA \ \ \535.\ > \ \ \\ ----------__ \\\ \ \ \\ \ I \ d GRAVEL -----�X� --- -- --- ---\ \ \ \\ \ `� \`\ \ ~\ \ \\ I\ L _ \ \ .ii�l!/ {\ / / / \ \ \ \ \ \ \ f'( ! / , / REMOVAL —555 LIMITS OF -N, \ \ \ \ \ \ \ \ `\ `\ WETLANDS — \ \ \ / / / / / / , / , DISTURBANCE ' / / / l / X�� / //� �/ — — — -50'STREAIbtBf1�FFE?\ 00 560 / / / / 'v �7 z y 4 / WREffENOE �' / — — , \ \ 665, \ \ WIRE FENCE / /' /' / ' // / ///-//\----'// - ---_= \ \\ TO REMAIN 00!!O� 665 IV Vv Ix / / / / / yL' �—--''---r------__WIREFENCL� REMOVE ll-zll y/ /'' -- -----' ------ \\ 1 — WIRE FENCE\\\ J // / D WETLANDDISTURBANCE TO BE. 5 _ - / \\ \ I ` \ \ \ \ ` \ PERMITTED BY UVA I .v .v .� \ //////,/b(0 TOTAL LIMITS OF``i _ _ FOUNDATION / DISTURBANCE = 8.11 ACRES - - - a /001 \iNIR� ENE -580 I N. , \ REMOVE // / j_- - —�_ __-_ - / / / /�b / \ \ \ VEGETATION AS \ / / / //� �� �__—-- ----- I I / h/ h// \ \ \ NECESSARY 1 I I I I I I I / — ---————— — — — — —— _ 9 5 — —— \ \ \\ \\ I I /' D / / /� l r I \ �\ 1\ \l \ \I \ \ \ ` — —_ _ — —_' /— _ _ _ 590/ / \ \ \ tlp \ \ \ / \ \ O — — \ ` ` \ ` _ — — — ` I I I / I / I I I�VEITLIAIYJDS- / REMOVE I \\ \ VEGETATION AS y NECESSARY W PEMOVL� \ / \ \ \ I I I I 'I ► I I I I I / , / / / INt .,OUT'f 'RC�\ WETLAND REMOVE - - \ \ \ \ ELtV,=57,0. / � - \ \ \ _ _ - - - - - \ \ \ I I I 1 I b I I I I I DISTURBANCE TO BE GRAVEL ROAD \ \ \ \ \ \ \ \ J' / �� _ - - \ \ \ I I I I �O I I I I I / PERMITTED BY UVA- I / \— FOUNDATIONREM WIRE FENOCE I 1 I I 1 11 1 1 1\ \ \ , / �4j/ / / / VE z I — 570 J IN, \ \ \ 1 I 1 I I 1 1 I 1 \ 1 1 v//,/ AN �— \ \ \ \ \ \ REMOVE \ \\ \ \\ I I II 1 II 111► I I I I 11 \ 1 1\ \\ y / ' / ' / — — — — l \ — / RCP PIPE— /lyyI-- — — — —-- _''/ /'/ /' {• / — I' ,/ I \\ \ \^\\ \\ \ I i I I I I I i I, I I I 1 11 \ \ \I �, �, I , // ,/ ,/ ,/ ,/ // / //' REMOVE„ x�L`� 1 I I I I I 1 I \ I 1— / � \ I I I I I I I I � I I I 1 l I I I y� ' I / lNb� IN 95 RCP / i \ _ / EL EV. �80.80' \ \ \ 1 Xl� rill I/ /' /—590—, 8\ l I I I I I kIIII ' / / / / / / >WIREFEM�E I I I I/ I I I I I 1 I I I , / / / / / / / / / / ' ' / z - - REMOVE \ / l /' / /' /' I I I / I II I I I I I 1 ' / ' / / I I I I f' \ I \ , / VEGETATION AS REMOVE \ / ' ' ' I I + I I I I I I I I I I I ' / / ' / / / ' ' I I I / / /' / _ GRAVEL ROAD / I I I I I I I I I I / / / / / I / A — NECESSARY REMOVE I I I I I RIPRAP \ \ \ - - - -,_ REMOVE � I / / ,' , / / / / � / / // \ - --_ _ -- - -- \ - - - PORTION OF PIPE -585— / � / / -- \ /I' AND ENDSECTION -- ---- - - - - -- __ 7�/ / / NONE— 1 580 \ \ \ \SAN\ \ \\ \_--\` —ate—„---�—--,—♦_— ,.. — —-4 j`— --�— 1� —`--- — ;_ / I I ----- SAN _ _ — — 1 - s _ - _ , , i , • / / / - SAN- \ \ \ W v\� — SAN -- - \ \ �- I— —+ — = _ _ / I __-_-- \ — - -- w — _ w _--------- SAN SANS — — — / / SA / SAN S ,- \ _------------ _ _ SSW / / \ \ \ �580_ _ ----- W w ----- -- ------ THER EEDRAWIN /\\ �/ / / / N / / / —/ W / J ------ _ _ ROAD IMPROVEMENT BY S N ��\° .a .\a i --__ W W —��— O S.S GS I I I /II �/ /� / / / / / —/ / __— \ - - - - - — TITLED "UVA RESEARCH \ \ �— / l— — w w W w PARK LOOP ROAD ` w --__ ------ - - ----—a_ _ — _ _ ,585— — o \ \ ` \ 75 � / � ---- � i I I I i � � �\ \ \ v _ -- --_---,5_Z5— — _ _-- / '•/ l l � l / // I l , STEEP SLOPES (MANAGED) -----_----- \ I II11 I -------- 3 \ \ \\ \ \ \ \ l I / I I ► I I / / / / ! _ _ _ / — \ / / // / / / \ I I / STEEP SLOPES — \\ \ \\ 1— / 580 $ --_ '-___ \ \ \ I I I , ► I I I / \\ / /_-____ \I /'i (MANAGED) — \ SCALE 1 "=30' r / 0 30' 60' rYH O� Lie. No, 31371 A. lk -1ONAL M E O O � v N � N � Q O >E w °' E +� ~ U 3 Q �! 3 w o w Diu O c� LY L M Qa J U 00 w J — u1 H p N V% N Lu -Z Z � It O =x � OC ai w 0 a ='t c U j kD Ln rn O N � M a� CO J �I Z d Q C) p O O U U Z O U) a a Q Q w �� a) 0) Lu 0 � N ti DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 130' L�J no JOB NO. 43266 SHEET NO. C2.2 � d 50 -0Q� o (D CL 2 z O 0 �2 0� C T � m o E_ c m m m a o 0� C� 3 Z N Om 2 Q �x a� o w 3 O Q w Q Y fn � 7 N X c O O O U E � N m c o c `o m E Uc m m O w o CA. m U -0 2 O N m c N O c U m 0-0 cha) (D- = .E L_ c 0 u- co c c >, 2 Q m m 0 N co 0 m 0 a 3 I / / / / — i / — \ \ — \ — — \ \ \ l / 1 / I I / l I I I 1 I I I I I / / / / 1 / / �' // / / l //i/ �� - \ \\` \\ \ \ / I I \\ \ \ \ 11 11 \ \ \ \ \ \ \ LEGEND / / / / / / / / / � I / I I I / / //// // / / // �__ �� --- \\ \ \\ "- \- / / // \\\ \� \ \\ \\ \ -- \ \ \ \ \ \ \ \ \ \ \ 1'H o / // / / /l l Il l l / /l / l / /I / I I I I j / / / / / / / // / I / // / / - - - \ - - - _ - - _ - - - - \ \ \ \ \ \ - \\ \ \ \ \ \ \ \ \ \ \ \ \ El VEGETATION / / // I , / / / / j \ _ \ \ \ \ \ \ \ � _ / / \\ \ \ *�-- \ \ \ \ \ \ \ \ \ \ \ \ \ REMOVAL r' / / I I / / / / / / / - \ \ ' /l // l l l / /,J,l / I I / / // / // /// / /// / // / / / � // /� - / \ � - _- _ ` \\\ 11 \\ \ \�\ - ---_// // /\ \\\ \ \ \ -�\ \\ \\\ \\\ \ \\\ ` \\ \ / / / I / / / / / / / \ \ / \ \ \ \ \ \ \ I I / / / / / / / / '- / / / / / I I // / / / / / / / / / / / ' / / / - �j -' , - - - - \ \ \ \ \ ,\' 1 / / \ \ \ \ \ \ I , / / / / / / / / / / / / _ - \ \ \ \ - \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® GRAVEL AS \ � - \ \ - \ \ REMOVAL I 11 / / / I / / I I / / / / / I , / - / / / � / / / / / / / / / / / / / / / - , - I� - / / - - - - _ - - - - - \\ - - \ - \ - - - _ _ - \ // ,' \ \ \ _ / \ \ \ \ \ - \ \ / l l / / / / I /, �' l / / / / / / / / / / I - _ \ \ \ � \ / 1 I I l l l /l ) / / / // / // / / J "� - _ ---- \__� �\ - �\ \ - - � \\ / \ \\ \\\ \ \ \ \ \-` \ \ LIMITS OF Lie. 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'II /'" \ \- ` — \- \\ \ \\ \ \\ \\-- - - - -'- -- 11 11 \\ \ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\\ - ' //// / / ,3 / / /' �60 / , / , / / ' - - \ \ \ \ \ \ \ \ \ - - - \ ` \ \ \ \ \ \ \ \ \ \ \ SQ / NPR $ JOB No. / / - / \ _ \ \ \ \ \ \ \ \ \\ \ \ \ \ / , 11 / // / / I `-"-\ ,-\ -\\ \ `\ \ ___- \ \ 43266 , - - � � � � - \ _ _ _ � \ \ \ \ \ \ \ \ \ \ � / / / SCALE 1 -30 ETLAND / / ,/ / -- - \ / L`- \ - \ \ \ \ \- - - - - -- - \ \ \ \ `\ \ \ \ \ \ \ \ / / ISTURBANCETOBE ' / , / �I - -\ -\ -\ \ \\ \ \\\ \ \ \ \ - - \\ \ \\ \ \\ \ \ \ \ \\ \\ \ \ \ \\ \ \\ // /// /� 0 30 60 SHEET 3 - - - - - - - \ \ \ \ \ \ \ \ \ \ ERMITTEDBYUVA ,' hi imr-)ATinm /' / // / -- __-1 \ - \ \1*1 \ \\ \ \ \ \\ \ \ \ \ — � � � — � \ \\ \ \ \\ \ \ \ \ \\ \ \ \\\ \ \\\ // /- L_ 'Y i O / y yy / L X .v y / • y y y -\ / .V y y � y .V C7� S2 ROADWAY DESIGN BY OTHERS n� SEE PLANS TITLED "UVA RESEARCH PARK LOOP F0�4D" ■ iiiiiiiiiia• NMI... G -- W 4"W 4"W PHYSICAL THERAPY COURTYARD �fm"Emmmftl "llm, qw, ��� PROPOSED REHABILITATION HOSPITAL FFE: 573.92 4"W LO^ L J M Lid N M 20' ACSA EASEMENT (BY OTHERS -SEE Pi I U U SET WP020180009l V JLu ~ W W W = �. J = / U) LL] W W W W W ^ W �/ / YW W U) W W W 7 �L W TJ U i U ~ o C� G D i J I — � I ] � I SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH D I - z PARK SEWER EXTENSION" I i WAS 1 1 J 1 1 1 20' ACSA EASEMENT II FUTURE PROPOSED (BY OTHERS - SEE PLAN ROADWAY DESIGN BY OTHERS SAN LATERAL FOR SET WP0201800091) I SEE PLANS TITLED "UVA RESEARCH i FIRE STATION PARK LOOP ROAD" L I ❑ Ln L,7 \ V L J L , � N � U U w w I U) U) w w -- W w =- U) U) w w - I Z Z J J 2 2 U U Q Q 75 DRY POND 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. LEGEND: r.: CONCRETE SIDEWALK ® HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE LANDSCAPE PLANS) NPO 163 SCALE 1 "=60' 0 60' 120' y Lie. No. 31371 ��'S'InNAL M O O O1 V N � N O Q O >E W Lu Q u- O LL L W O ro W M a j so LU Lri N d O N X O C) = � c Ln U j a CLr) O rnN (3) M d � CO J Z C) 0 U Z Z In > 0 00 0 W W � a CL > W Lu P 0 � N ti DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 " = 60' Q U) 0 i z 0 I --I Q H� > Q Q J = z 6— Lu Z) O J w Q `= Q I..L 1 W W J � 0 Q a W _ V) V) Q 1.L 0 U z W \< D JOB NO. 43266 SHEET NO. C4.0 f Z, .N 2 U a) 0 0 0 o_ a `o a a c m cu cu a `o 0 3 �a �o a o �U) 2z 0)o 22 02 T � (6 O a = c:0) CN ao 0� 0 3 Z N O Q �0 a) oL..� 0 0 0- o .3 a m m c � Y x o d U .E.. 2 d y (6 O O N U � O N U N � 6 �LE' �-0 �U 0 C N o U 2 �N o C U a o L LEGEND: r: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE LANDSCAPE PLANS) NPR g3 SCALE 1 "=20' NOR 0 20' 40' 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. WIRE FENCE /Q IV -V �- v a RT �9' TYP. RT 18' ® 1 n G) i n iv 18 O N RT I RT ADA STRIPING -V �-V y Qv y y 11.25° + 22 5° BEND 6 GG RT 9' TYP F-RT \ O D. 2 PG. 325 D. B. 2635 PG. 454 D. B. 1802 PG. 682 10.5 ACRES (ADJUSTED) 20' ACSA WATERLINE EASEMENT 10' X 22' DUMPSTER ENCLOSURE (6) BOLLARDS 22.5° BEND IESTIC WATER LINE 22.50 + 450 BEND "X4" TEE VALVE �J / 90° BEND rR3'X G 8" DIP WATER METER VAULT 5' CURB g I TRANSITION ADA PARKING 5' SIGN, TYP. g' % c p O oo [.,9' �J'.�, I - b n i 18' 9 I 7' GG 2 C. 5' CG-6 9' 9' v TYP. o. RT R5' FLUSH CURB GAS LINE TO BE INSTALLED BY CHARLOTTESVILLE GAS DEPT. (SEE NOTE #2) g' 12 R3' R5' o $ ov o 8 N ao �9rlo A �* $' b O7 8' CG-12 00 .11' R3' R5' r CG-2 8"X6" TEE WITH GATE VALAVE RT CG-12 FIRE HYDRANT ASSEMBLY (PUBLIC) 45° BEND _� .�i \ V . i■METAL FENCE IGAS METER SUPPLY) ARCH.(2) DUMPSTERS (SEE DETAIL ON M SHEET C1.0) CANOPY r 111 ` GREASE TRAP ASSOCIATEDPIPING/\ FOR RAMP WITH HANDRAILS G� • REFER TO ARCH/MEP PLANS �\ • - DETAILS. R42' 11.25° + 22 5° +45° BEND 8"X6" TEE 45° BEND 90° BEND 8 W 11.25° + 2.5' BENDcu CLEANOUT (TYP.) SUNSHADE (SEE ARCH. PLANS)(TYP.) DETECTABLE WARNING STRIP (TYP.) PROPOSED REHABILITATION HOSPITAL FFE = 573.92 R43' �!im m CC,-2 - (4) ,BOLLARDS 0 CANOPY1 FOR 24' 4„ 5' 4„W 5' TYP. © 18 CG-2 TRANSFORMER PAD 6 —J CG-12 J - - J CG-12 (BY DOMINION ENERGY) FLUSH CURB GENERATOR (SEE ARCHITECTURAL PLANS FOR DETAILS) ADA PARKING SIGN, TYP. DETECTABLE —SCREEN WARNING STRIP (TYP.) WALL (SEE ARCH. PLANS) @- — — — — — — — — — — — —� — — — — — — — — — — — ° v ° a v ° ° a a ° p v a v ° ° ° p ° a v a p ° a v v ° p v GP p v a ° a ° RE ° a PL, ° AE ° INF PHYSICAL THERAPY COURTYARD (SEE ARCH. PLANS FOR FINAL DETAILS) @- — — — — — — — — — — — — — — � — — — — — — — — — — I } 24, (SEE DETAIL) FIRE HYDRANT 9' TYP. 5, ASSEMBLY (PURBLIC) R5' 5' R27.5' N 9' IRF RT TYP. R3' OV U OV � V 67. 6' 18' R7.5 CANOPY ® O 5' ® 9' CG-12 REFER TO ARCH. PLANS FOR ADDITIONAL INFORMATION. uj 13 = 20' FLUSH CURB uj n g O O r n G) TYP. O O �^ 18 ® n' O N / / PLANS PFOR ADDITIONAL INFORMATION V J ,,,, R3' 0 / SUNSHADE w I— R5'---'R3' R3 r-9'9'—�9'yt�9'yt�9' S — — — — — ° a (SEE ARCH. PLANS)(TYP.) uj 5' 24 20' ACSA CG-12 PROPOSED WATERLINE � 1 TREE LINE EASEMENT DETECTABLE I.J.J RS RAMP WITH HANDRAILS R5' WARNING STRIP z R5' CG-2 (SEE SHEET C1.1)T\8" DIP FIRE LINE w R7.5' G' 5 MINIMUM SETBACK, 10, STOP SIGN TT 24, � � R27 5' �� CONTRACTOR TO TIE TO —1 �— SANITARY SEWER STUB U Ms.R25' (PROVIDED BY OTHERS) 2 ROAD IMPROVEMENTS BY OTHERS. SEE /A_ R25' DRAWINGS TITLED "UVA RESEARCH 5 PARK LOOP ROAD a TIE TO WATERLINE a a 1 a a a° a ,° 1 G G G a G G S ` 1 ° i a a s G SAN — _ a ° 44 ° a -1 SAN ° Al a ° ——— ——— --_ S a ° / a -- ----_ SAN �� — — g ai -------- SAN W --- - _-----_—_— SAN W--I-----_—___ SAN — — — W-----___— — WATERLINE STUBS SANS AN - -o—(TO BE PROVIDED BY OTHERS GAS LINE TO BE INSTALLED BY SAN — — n ° — W W W CHARLOTTESVILLE GAS DEPT ROAD IMPROVEMENT BY `� --- a ° G ° a ° a a ° a A ° a a °°°° W W (SEE NOTE #2) — - _-------- — a ° � ° a — _ — — _ —W W — — — -'= OTHERS. SEE DRAWINGS ° ° a — — — — W W TITLED "UVA RESEARCH — e — d e ° a a a _ PROPOSED DRIVE AISLE TO TIE TO ° a a a a a °d PARK LOOP ROAD" ENTRANCE STUB PER DRAWINGS - -- UFO - ° °a TITLED "UVA RESEARCH PARK LOOP _ uFo - ---- a ° a ° ROAD" BY OTHERS — —UFO A a a a a° ° a a a s a — d ° 8"x8" TEE AND _- 8" GATE VALVE z II ry i O y Lie. No. 31371 o�12—I�—IG G� �6'SI ONAL M E 0 0 rn � N � N � > E H � 3 Q LL o C) LL L wcif O W W ro U 00 w J Sri O a > o N OU OU (D W M z~ O �x U cn ZZ oa o 00 �� Lr)N N z W W �UaLr' �aa � U) p N > Q a � > j CO J � cz Of M O (D M O o0) Lu L �;� Q O N N z O u� DATE M 51612019 O r DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH 1" /SCA�O/ JOB NO. 43266 SHEET NO. C4.1 L FIRE HYDRANT ASSEMBLY (PUBLIC) R43' CANOPY COLUMN. REFER TO ARCH. PLANS FOR ADDITIONAL INFORMATION (TYP.) I I 6" DIP 24' 45° BEND CG'6 "W R18' 4' R3 5' 4„W S 4„W — �g g�fg 9'yf�9'yf�9'ylt9'� GATE VALVE CG-2 gP. X X OT R5' (4) TYP. 11.25° + 22.5° BOLLARDS © 18 +45° BEND CG-2 6" TEE 45° BEND 90° BEND vV + END ,° am TRANSFORMER PAD 6 (BY DOMINION ENERGY) CG-12 FLUSH CURB CG-12 GENERATOR (SEE ARCHITECTURAL 0o CG-2 PLANS FOR DETAILS) ADA PARKING SIGN, TYP. DETECTABLE F4C SCREEN WARNING STRIP (TYP.) I L_I ❑ a a WALL a I (SEE ARCH. TAL FENCE O I ° v PLANS) S METER v°a PSI SUPPLY) v DUMPSTERS I o E DETAIL ON ° 6' SHEET C1.0) CANOPY %RCH.PLANS) GAL. GREASE TRAP WITH CIATED PIPING AND STRUCTURES jq v 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. I. PLANS)(TYP.) P (TYP.) ED REHABILITATION HOSPITAL FFE = 573.92 RCH. PLANS FOR INFORMATION. B (4 I I I U) II z I co I � W I W rI c I U) D w z U) I I w z I J (n _ I U I I II W z I I I � I i I� I I► z I I I I D I z I I I I I > Iz J o a v ° J 18 4 1 g, c� I PROPOSED REHABILITATION HOSPITAL FFE = 573.92 DETECTABLE 5 WARNING STRIP O I6 9 U 6' c'� D I ° I - 9' z I� _ W ° < 5 45° BEND W SUNSHADE CG-12 I I I Z CONTRACTOR TO TIE TO (SEE ARCH. PLANS)(TYP.) 4" SDR-26 PVC DOMESTIC V) SANITARY SEWER STUB WATER LINE D 2 (PROVIDED BY OTHERS) 3 (REDUNDANT CONNECTION) O W — CONTRACTOR TO TIE TO 6 SANITARY SEWER STUB ��W 45° BEND CG-2 R3' R5 CG-6 _(PROVIDED BY OTHERS) V J 2 f W SAN 20.62' 24 z L STOP SIGN 24' 4"W CG-12 i 12.33' @ - — — — — — — — — — — — — -- — — — — — — — — — — — — — — -- Iv I v v \ ° O a a ° v v a O \ a° a v v Ct v v d I v ° v ° O a a a v I I v O a ° ° GAZEBO a ° a ° REFER TO ARCH. ° a ° PLANS FOR ADDITIONAL -0 INFORMATION IV PHYSICAL THERAPY COURTYARD (SEE ARCH. PLANS FOR FINAL DETAILS) - — — — — — — — — — — — — — — — ---—— — — — — —— -- — — — — CANOPY REFER TO ARCH. PLANS FOR ADDITIONAL INFORMATION 4"W �R2' CG-12 4" SDR-26 PVC DOMESTIC WATER LINE (REDUNDANT CONNECTION) — 4"W R3'--\ 22.5° BEND R3' R 19' S' 9' TYP. CG-2 v ° 4" CLEANOUT FOR FUTURE MIN INV = 570.00 6' v 22.5 + 45° BEND R19'-` �� � � �� /—R3' R3' 4 I O 4 N � � 6 'TYP. 18'�I rn r--R3' ADA PARKING SIGN, TYP. CG-12 FLUSH CURB — CG TYP. -�9. j 5' •■+� 9' 10 CG-2 R3' 9' YP. 24'—j-18' g, 10 TYP. R3 —18'- CG-2 G G G WATER METER VAULT R25 1° a a v G- G 1 �� TIE TO WATERLINE ° a d ° °1 a / ° « d A g a/ ° ° Q a . d a ° / / ° ' d a ° a d 4 ° '° ' ° a ° ° °/ ° - STALLED BY E GAS DEPT_, SAI G — — — -- _ _ _ — — — — — — — — — — SAN 4S AN SAN SAN (TO BE PROVIDED BY OTHERS) -- — —_-- IMPROVEMENT BY ROADEE SAN _—_—_—_—_---- NOTE#2) -_- -_----_ -_ — Vw _--- OTHERS. SEE DRAWINGS - — - — - _--_ W ------_— TITLED "UVA RESEARCH _+ -------------------------- — — — w — w J w w — — — w ------------ -6- — — PARK LOOP ROAD" -d d — d °d — UFO _ - UFO---- d d ° d ° d ° d ° d ° ° ° O ° ° d d ° d d d d ° d4 d ° d ° d A. ------ -- FO d ° d ° lJ - I MINIMUM SETBACK, 10' 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. LEGEND: r.: CONCRETE SIDEWALK ® HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE LANDSCAPE PLANS) NPO g3 SCALE 1 "=20' 0 20' 40' ' i O y Lie. No. 31371 .e$o�12-I�-IG �6'SI ONAL M E 0 0 rn fj N � N � >E ai E w — H 3 C) u-L w O ro i W W U co w J Sri O a oo N OU OO C7 W B > > o o 00 � z �U<Ln � a a Ln U) p N ; Q CO J � cz U) M O cD M O > w Q O N z O DATE cn 51612019 O r DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • 1. HASH • • SCALE • 1"=20' • J Q IL�rI..L Vl O Z z O Q z Q ~ J J a I --I W 0 J O I--i U w J z 0 J W m J a � TW O i r^� Q rV ) V 1 Q O U z W JOB NO. 43266 SHEET NO. C4.2 a f 2 U N a w 0 a a Ca cm `o a co cu cu a `o a 3 L 4" SDR-26 PVC DOMESTIC WATER LINE (REDUNDANT CONNECTION) 22.5° BEND 4 W R3 R3' 9' TYP. CG-2 6 / WETLANDS �1 R19' 22.5 + 45° BEND 4' R19' ® I N � 0 �9' TYP. O rn f-24'— � �-18 J / cn D z W U_ / / SqN � 0 0 0 -IALL BE REQUIRED FOR THE ILDING. ARCHITECT/ CONTRACTOR NATE WITH FIRE MARSHAL'S VAL LOCATION. SHALL COORDINATE WITH ILLE CITY GAS DEPT. ON THE 3TALLATION OF THE PROPOSED LINE TO BE INSTALLED ONCE SITE :HES OF FINAL GRADE. LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE LANDSCAPE PLANS) NPO g3 SCALE 1 "=20' 0 20' 40' y Lie. No. 31371 o�12-I�-I�f �6'SI ONAL M O O N � N � >E W Q h-I i 6L O LL L w O ra ,� W M �JUco LL. Ln N d > O N C7 W N 0 X oa =� Lr) _ N = U > � a . CLr) O N (3) M a � CO J M O 2 M O 2 0 W W_ U Q Z O L7 > M O r 0) Lu O � N ti DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 /O/ JOB NO. 43266 SHEET NO. C4.3 a f .N U C N 0 m 0 0 CL 70 F a a co 70 cu m a `o a 3 �a �o �W a(D �U) 2z 0)O 22 0 T � (6 O a c� CN d o 0 z co O 2 L �X 0 :E- m o a 0 3 L Q Y X o O U i d y (6 O O .N� U O O N 7 O U N 7 �U O C N o c cu U -0 2 cN �U) O C U �° o L STORM PIPE TABLE STORM STRUCTURE TABLE -_v- , \ \ UPSTREAM DOWNSTREAM STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION - - - ' ' - \ PIPE # DIA FROM - TO INVERT INVERT SLOPE LENGTH DESCRIPTION / - - - - - - - - ' \ \ \ 22 567.90 1.79' DI-3C 8 ft Throat 216 571.00 7.28' DI-3B 8 ft Throat 610 573.32 5.21' 12" Basin - Dome Grate \ EX18 18" 22 - 310 566.11 566.40 -1.00% 29.29 LF 18 inch RCP y / - - - - - - - - - 100 487.00 8.34' EW-1 - Precast 218 571.73 7.61' DI-3B 8 ft Throat 612 573.32 4.44' 12" Basin - Dome Grate / $3 p 101 30" 102 - 100 484.17 484.00 1.00% 16.96 LF 30" HDPE �\P 4� 102 489.23 5.22' Manhole MH-1 220 574.25 8.05' DI-313 8 ft Throat 704 573.62 4.17' Cleanout Lie. No. 3137I 103 21" 104 - 102 491.50 484.27 9.13% 79.21 LF HDPE Pipe - - - - \`lSSS� \ \ SCALE 1"-20' 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 \ \ p� 12- I-1- I q 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-313 8 ft Throat - _ - - - - - / \ \ \ \ \ 0 20' 40' `sSl2� 107 21" 108 - 106 517.01 507.79 9.00% 102.47 LF HDPE Pipe TMP7#-32-18 - \ ` ONAL 108 535.95 19.11' Manhole MH-1 302 572.27 11.42' DI-3B 4 ft Throat 806 570.61 4.77' 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 Y ION \ \ \\ 110 523.00 2.58' WITH TRASH RACK • 3�- - - 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 \ o E 194 530.69 ???' ES-1 for 12-36 inch Pipes (Outlet) T o ._98_02P1;.-682----__ \ P °1 197 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 - - - _ r` j 196 540.00 8.95' Manhole MH-1 (60" Dia.) CRES (ADJUSTED) 0 310 571.72 5.87' 24"x24" VDOT DI-1 �"5j0- / > E 199 36" 200 - 198 540.07 538.75 2.00 /0 66.18 LF HDPE Pipe / / h- i LU E 198 546.36 7.62' Manhole MH-1 (60" Dia.) / _ _ 201 36" 202 - 200 541.51 540.07 2.69% Pipe 316 572.52 6.11' 18" Basin - Dome Grate - - - , / / \ > 53.36 LF HDPE Pi - U 3 200 553.17 13.10' Manhole MH-1 (60" Dia.) _ _ - ' , _ / / / - \ _ Q U- o 3 203 36" 204 - 202 544.00 542.84 7.00% 16.60 LF HDPE Pie 318 573.82 4.28' Cleanout p ----' 212 1� 211 LUO a� W W 202 550.23 8.72' Manhole MH-1 (60" Dia.) 402 572.97 6.68' 24" Basin - Dome Grate _ y / / - - - - - - - - - - \ \ \ ur 205 36" 206 - 204 550.89 549.54 7.00% 19.22 LF HDPE Pipe - - - - ' / / / / / \ \ w _ U CID O 204 555.99 11.99' Manhole MH-1 (60" Dia.) 502 573.87 5.92' Cleanout - / _ _ _ - - / / / / _ oc o N OU OU 207 36" 208 - 206 559.15 557.87 8.00% 15.97 LF HDPE Pipe _ - - / / / ^ 601 U) a 602 570.85 6.48' 15" Basin - Dome Grate �\N 4 W c� ui 206 564.48 13.76' Manhole MH-1 (60" Dia.) 209 36" 210 - 208 561.05 560.19 0.50% 171.28 LF HDPE Pipe _ _ / / / / \ p x ULf) Z Z 208 571.51 12.53' DI 8 ft Throat 604 573.89 7.77' 15" Basin - Dome Grate - \ _ - - _ / / / / / \ 'CQ \ \ S � < -J �; <L � O O 211 36" 212 - 210 562.12 561.15 0.62% 156.36 LF HDPE Pipe o a U U 210 572.29 11.24' Manhole MH-1 (60 Dia.) 606 573.52 7.19' 15- Basin Dome Grate _ - _ _ - _ _ _ _ _ _ , ;q \ v z 213 30" 214 - 212 563.22 562.22 0.50% 199.00 LF HDPE Pipe , _ _ \ _ > Ln W W 608 573.52 4.59' 12" Basin - Dome Grate _ _ - _ _ _ - - \ \ \ - Ln 212 570.01 7.89' DI-3C 6 ft Throat _ M 215 30" 216 - 214 563.72 563.32 0.76% 52.74 LF HDPE Pipe - - _ - - _ _ _ \ 213 \ \ IN w � � 214 570.28 7.06' DI-3C 8 ft Throat _ _ - \ \ \ \ 217 24" 218 - 216 564.12 563.82 0.75% 39.93 LF HDPE Pipe - ' - - -- - - / \ 603 219 24" 220 - 218 566.20 564.22 1.50% 132.11 LF HDPE Pipe / / / / _ - _ _ - - % _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' - - \ 572 221 24" 222 - 220 567.44 566.30 1.50% 75.88 LF HDPE Pipe / / / _ _ / ^ i _ _ - - ; _ ' ; - - - - - - - _ � \ `S - 573 \\ �� Ln - 223 24" 224 - 222 568.36 567.54 1.54% 53.41 LF HDPE Pipe o _ � 301 24" 302 - 208 560.85 560.20 1.00% 65.47 LF HDPE Pipe / / / _ _ �' ! _ _ _ _ _ _ _ _ ; , , -5g5 - - _ _ - - _ \ \ �\ x I ;\ J ° \ a M 303 18" 304 - 302 562.48 560.95 1.00% 152.49 LF 18" HDPE F - 305 18" 306 - 304 563.60 562.58 1.00% 102.35 LF 18" HDPE - ' / ' / j i / /' / ' / - - -_ _ - - _ _ - _ _ ' - ' - I I I I I I \ I - -I L I \ b \ \ a ° - _ _ _ ' ' 0 a> 307 18" 308 - 306 564.75 563.70 1.00% 105.01 LF 18" HDPEEl LU - - - 309 18" 310 - 308 566.01 564.85 1.00% 116.50 LF 18" HDPE / ' / / // / // / / / / / / /' i ' ' �' - - - / - - - ' - / / ( \ \ \ �q°a v _ _ _ - - - - - - ' Q O N // / Q�� _ - / r _ / / \ \ a _ _ ti 315 12" 316 - 304 566.51 565.48 1.04% 99.43 LF 12" HDPE ' / ' / / / / / / / / / / / / ' �� - / r - - / / ° - O / / ti \ I a v cn DATE Lo 317 6" 318 - 316 569.59 567.01 4.00% 64.43 LF 6" HDPE \/ ' / / / / / / // / / / / rb1 - - - - - / 704 M 51612019 401 12" 402 - 208 566.40 564.50 2.56% 74.15 LF 12" HDPE / / I I / / / / // / / / / / / rb6 / / / / / / - - - - - \ \ v O / ' -- CLEANOUT (TYP.) ° - I � _ 501 8" 502 - 210 568.00 565.34 5.70% 46.65 LF HDPE Pipe ��h / / / / / / I I I I I r I / / / , / / ��6 / / / / // °o a - - - DRAWN BY ° O Z. DAHL 601 12" 602 - 212 564.47 563.19 3.00 /0 42.83 LF HDPE Pipe 216 - / ° • DESIGNED BY 603 15" 604 - 602 566.24 565.33 1.00% 91.08 LF 15" HDPE / / / /r _ _ _ / \\ \ \ \ \ \ �2 / / / _ - % / / / / / �, I Q o- 605 15" 606 - 604 566.53 566.24 1.00% 28.58 LF Ductile Iron Pipe / / \ \ \ \ \ ,\ _ _ - _ / \ \ _ • _ - _ _ 90 �� // / cSao \ \ \ \ 604 r • CHECKED BY 607 8" 608 - 606 568.98 568.42 1.00% 55.67 LF 8" HDPE \ \ _ - - _ ° \ Q \ \ \ \ ` 5`�� /S 5� I \ \ \ \ \ \ \ - DOWNSPOUT (TYP. 609 12" 610 - 606 568.17 566.63 1.00% 154.22 LF 12" HDPE �Q / / ( / ' \ \ \\\ �10 _ --�'31 - - -- _ _ 217 - \ \ \ 605 CLEANOUT (TYP.) • .1. HASH 611 12" 612 - 610 568.98 568.27 1.00% 71.25 LF 12" HDPE / \ \ ��� \\ \ // ��� - - - -_ _ _ _ - - 219 _ - - ?; \ \ \ \\ SCALE 701 6" - 566.53 563.66 9.50% 30.15 LF HDPE Pipe I \ \ \',I t�1 _ _ _ _ 00 81 \ CLEANOUT J4) \ \ 606 - • 703 6" 704 - 569.45 566.53 9.50% 30.75 LF HDPE Pipe > > 5�6 220 801 18" 802 - 218 564.63 564.22 0.75% 54.65 LF HDPE Pipe / / / / / / `o J 803 18" 804 - 802 564.84 564.73 0.75% 14.62 LF HDPE Pipe / / // // 1 crj I o \ \ \ \ \ v ° Q 805 12" 806 - 804 565.94 564.94 0.75% 132.76 LF 12" HDPE 221 ` // a ° / \ / 801 v \ \ \ \ \ \ \ \ - ///� / WNSPOUT (TYP.) 807 6" 808 - 806 569.28 566.44 4.00 /0 71.05 LF HDPE Pipe ' qLEANOUT (TYP.) 809 12" 810 - 567.82 565.32 4.90% 51.12 LF HDPE Pipe / / / ' 1 \ \ \ \ \ / / / 607 811 12' 812 - 810 569.47 567.92 2.00%F77.48 LF HDPE Pipe / / / / I o / 11 \ \ \ \ \ \ \ \ \ - - - - - - ° \ 222 I TP \ _-_-'224 Q D / \ \ \ \ di 223 \ _ L00 / \ \ \ _ L / / I � / ( / 1 o v 802 \ 0 ° °o \ \ \ \ \ \ b a � ° O s� 803 \ \ \ \ \ \ \ \ 608 U \ 804 96 vvvv� vv vvI vvv °vv \ - w810 J 00 d� - - - - - - - - - - - 'ILD L ' - - - ti - - / \ \ MMI-I FrLUn \ \ 00 \ / / / 809 \ \ \ \ 00 I �\_ 00 / \ M 00 I / \ 00 / \ \ h^M \ \\ \\\ \ \\ \\ \\ LU w LL J / 805 \ \ I \ \ \ - / Z Q 573 - _ '-/ I II \ \\ �\\ // J LU Ur \ \ VLU C) C%O & L) ^000 6" PVC ROOFLEA ER - - CLEANOUT (TYP.) \ \ \ \ \` / v , r ) 1 % SLOPE MIN (TYP.) S8 \ \ \ \ \ \ I EANOUT (TYP.) ---- 57808 3 / \ \ \ _ - ° 85 577- - - - - - - - _ a 574 S�7 807 572 578 LU 574 \ _ 00 A \ 1 a a a ' Q 1 �\ \ _ _ a a _ _ - a - - - - - - -G P - / OAD \ \\ S \\ - / -a < a -4 aG 4441 a - a I a ' S / a JOB NO. w 43266 \ \ \ W _-- ------- ------ SHEET NO. 77 _ __________ _, ROAD IMPROVEME 4 a a �5 •o°o°o - - _ _ _------- C5.0 / / / / i L k- Tp \ 558 201 200 \ 561 560 559 - - \ \ TP 5- 563 562- P P 565 , \ P TP 567 566 � 569 568 570 571 2 z / — 212 \ 210 Lu 601 `Srn \ \��vW \ \ \\ 11W W 208 , �W 4"W _ 4 W 4 W \ ` 4��W \ \ \ \ \ \ \ \ I I / I \ T Lu 501 ON ui 213 \ \ \ \ \ ° \ I I I 401 / / / / ui \ \ \ W \ \ \ \ \ \ \ `603 V v o•a • •'v °'•�,,•— — — ,• •,••� \ , ° \ ° \ \ a 502 ' \ \ \ 1 I I ° °� 1 v ° I v ° ° ° ° � � / / / ,' / \ 572 573 S_>O \\ \\ \ \\ \I � \ � 1 11 1 1.5�� \ \ / / �� ,/ ,/ \ I \ / / / 302 / 00 --_ \ \ \\ •° � °—� 402 303 F FET❑vp --- \ ANOUT (TYP.) ,5 D / vp o-Q ° \ 604 r \ 6" PVC ROOFLEADER \ \ \ \ \ \ DOWNSPOUT (TYP.) \ 1 %SLOPE MIN (TYP.) \ \ \ 605 CLEANOUT (TYP.) \ \\ \\ y � UT(TY ) \\ `\ 606 — -----------��� \ 609 ° \ I I 610vp \ r— \\\ °\ P�OW/NSPOUT (TYP.) \ \ 1 / CLEANOUT (TYP.) 607 -570— \ Ca_ 31 ,--- / \ \ \ \ 608 / 304 — — —— _ � 315 i I \ CLEANOUT (TYP.) DOWNSPOUT J4.) I II 612 I I 1 11 11 11 \\ \\ \ I i 317 N11\ \ \ \ \ y y I 11 c� \ \ \ \ \ \ \ \ 6" PVC ROOFL ADER z I I I I I I I I I I I II I I II 1 I I L / / / / / / / / I \ \ \ \ 1% SLOPE MIN TYP. I \ CLEANOUT (TYP.) / °•' 305— \ DOWNSPOUT (TYP.) II \ \\ \ a \ I \ \ ''^^' II \ \\ \\ uJ— I — \ \ Lu / / / , I I I I _ CLEANOUT (TYP.) \\ \ \ z / / / , / / / /' / /► /;o / / 808 ` \ VJ / l l l I I 1 I I / / / 306-----I— ---- / V ' / ' 1 l I / 7_ ---_-__ -_LJ - LO Lu 807 572 V) S)2 \--- - - - - -\ /308 / 1 I II �// � 573 / D _ 1 SAN 573 309 / / / a I Z- I _574 _------ - J / I I// 310 J, / -572 Not—- \ \ I , 1 / // / I / // I / / / - / / / — -580- — G �- _--- , U~ / i / I / / I \/ ' / / , i�S) 574 / — G G� G , I —---————— — — °J a a ---- a / aJ ,a , / a ° 4 a \J � — v I SAN ---------------------------------- — — — — — — — — / . / SAN SAN / A� — i — ROAD IMPROVEMENT BY \ % sAN s / �, _ \ I/V OTHERS. SEE DRAWINGS ' /I • \ \ -'•\ ' ' / T w TITLED "UVA RESEARCH \ i I \ ,' , w / / w / -°- — — — — PARK LOOP ROAD" UFO - 41 _ °d a ad - o ---- a- ' d ° ° d _ — d a — d — d a _ _ _ _ . a d a / ------ — — — — — — — — _ FO ------ D o_ \ \ \\\ - l -- 576 \ \ SCALE 1 "=20' 0 20' 40' y Lie. No, 31371 o�12-I�-IG �6'SI ONAL M E O O CT V N � >E � E W w 1.2 U a > o N OU OU vi C7 W M z~ < O � x U U) Z Z W oa o 00 z �Ua�' �aa p N > Q CO J Lu LLJ C4 cz O (D O Lu w Lu 0) z O m DATE 0 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 /O/ JOB NO. 43266 SHEET NO. C5.1 0 Ur d U) Z (1)O 22 02 c T � m O a c m Co w 0-o c Z N O 2 n �X x 0 E- 0 o C, o '3 a Y U7 �p �N �o U 2 �N m c w° =o � m -0 00 m � �U o c tno t. m U c N m c o c U m CL o w� .E L m m c 0 LL m c Q T Q rn V) rn 0 N 00 c 0 0 a A \ P h Lie. No, 31371 ONAL LU / / 5� - __ --- �/ �S-TtFBSLORES / / - / /// w, ___-- / ' / oc'''orn OO /i 5� ------ - --- /FPPES�f3V'EDY / /' /- / / / ,- JL / ------- ---------- ----- // // /� // // \ (Dina a�iM a �� / w" // LU ~ Q 535 110 \ \\ 1 lollO ice'' I = di M \ \ \ \ \ \ \ \ \ \ WETLANDS \ \ / / / / I / / / U / 196 / > rn LU Q o N I 198 0.5' AVG DIA. RIPRAP I o CLASS Al I I WIDTH 1 =9' I I I > DATE WIDTH 2=21' 526 I M 51612019 LENGTH = 18' I I / o \ \ \ \ \ \ \ \ \ \ \I% / / / / / / \ i / // DRAWN BY \ \ \ \ \ \ sso \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ / / / / / / / 1 / _ _ DEPTH = 1.0' l l l Z. DAHL DESIGNED BY 52 529 8 A. ALLISON Dy// I /I/ ,\I/��Q 530 1 \ /I • CHECKED BY 548 547546 45 4 3 42 / / / / / / / / / II/ / �,p \ 533 32 S 1\ \ I • 1. HASH 549 \ \ \ 552 551550 534 % I I - • SCALE \ 555 554 553 / ,' / / / / I� / / I D �Q — -' — 535 I I \I 11 / / • 1 „ - 20' 536 \ / , 557 537 56558 01 200 0 559 I 538 561 \ 1 I \ \ • 563 562 / /555, \ 54039 566 565 564 / / ' \ 54241 / / / '0 543 \ \ \ \ I ' \ \ 569 568 567 Q / / / / � / I / � ' � / � , 54544 546 \ \ ` V 1 /z 54847 / I I\ \\ \\ / \ \ \ \ s 209 5 550 P \ ► // _1 \ \ \ �\ 55251 53 \ \ \41�„W \ \ \ \\ 4W I 208 / / , I / / ' ' / f , , - ' ' 5565 40/ol1 i \ IV \ \\ - Q Q 302 I \\ \ \\ \ I \ \\ \\ \\ \\ 1 z u cL \ I 1 I 1 1 1 I I I \ 402 303 I \ \I II / \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / - W w Q V 1 /LU /// // // / /// // // �� ��\ \\\ \\ \ \ \ \� \ JOB NO. SCALE 1 "=20' 43266 0 20' 40' SHEET NO. C5,2 a c Z3 0 cm 0 w m 0 a a c m `o 0 O c m tn c m cu m a `o O 3 c L rV i O Q) C m c 0 LL c c a T a Lp m rn 0 N 00 c 0 0 a el /01 CAST IN PLACE 1 CONCRETE END WALL \ \\\1 \ 100 101 W LU \\103 / — \ \ \ \ \ \ \ \ \ \ `\ \ \ ` / ` _ - \ \ \ \\ \ \ 1 I I I II I I i I i I I i I / \ \ \ \ \ \ \ \ \ \ \ LU IN \ \ \ \ \ \ \ \ \ I I I I I 104 \ \ 1.1' AVG DIA. RIPRAP \ \ \ I 1 / I I I I I d \ \ CLASS I \ \ v ♦ \ \ \ \ 1 \ 1 1 I I?\ \ \ \WIDTH 1 = 5.25' \ \ \ \ / / ' - _ \ \ \ \ \ l I \ \ I / I / / / / / I / I I I Q \ \ \ WIDTH 2 = 23.75' \ \ \ / z�� //'/ \ _ \\\\ \\\ \\\ \ \ \\ \\ \` I) `\ \\ \\ \\ \ \1 I I' /' / /l // // 11 / / I II I ----_ `� \\\\ \ \\ \ LENGTH=22' \\ \ \ \ / / , / / \ ` \ \ \ \ , \ \ 'DEPTH - 2.0 \ \ co loll 105 V -- - - - -_\\\ \ \ / I I__--- -------\ `;> / -___\ - \ S',qNt-- / \ d( \\ \\\\ t\ SqN 106 1 (Q I I , / I\ I\ ��' // _____ \\ I I I I I I I \ \ 107 108- ' 109 0.5' AVG DIA. RIPRAP CLASS Al WIDTH 1 = 9' WIDTH 2 = 21' LENGTH = 18' DEPTH = 1.0' 55 547 —543 —544- 545, \ 537 �Q 2 110 I I' -- - - - - - - - - - - / A - - - - -- SCALE 1 "=20' \ \ _ - - - - -- -EMIR \ i y Lie. No. 31371 o�12-I�-IG �6'SI ONAL M >_ O O O1 V N � N � >E w °� E QH ai 3 LL C) LL o w O ro c� W = M a J U co wJ—Ln N d > O N :3x O C) w = � c Ln U j a CLr) rn O N � M a� CO J M O 2 (D M O H 0 w w U Q z O L7 M O 0 ce �13 Z � � u u U L > p O OO O W W U- a a > Lu Lu w � cz rn rn LU rn � O � N ti DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 /O/ J Q U) O z H� ~ z J i--i W CO � W ° LL LU Q J J w m Qaz TW p i U) 1 Q O U z LU JOB NO. 43266 SHEET NO. C5.3 L HEAL E: 2636 P-G. 454 'WIRE/FENCE' ' ------___, DB.9802P1;.-682---------- // / // / / / , - , 10.5 CRES(ADJUSTED) �� / / / �// �� ,�--�' ��--_ _ TIC 570 - ' _ _ - / / / \ TIC 572 19' TP rV i O b° Li" No. 31371 TC 569 90TIC ' � ' �� 1 2 - 1-1 - l q 570.10' 571.29' 571.76' 572.18' ��S'10NAL � „W 4"W 4„W TC E 571.17' TC TC LU cli _---- _ --__-- \ w L' TC \TC TC '572 571.66' LU0 rLa�-i Z Z 572.75' 573\41' \ U M 572.30 - W W \\ SRO wJU� O -580- _' '_ -_' _--_- _ - _ - TC \ ° zH a)"' 85 I _ 0I \ ° -\ a \ 73.61' I \' . TC \v I _ - ' ' U > iO O W W / - _ - I I I I I I \ -a\I� �-�� 573.61' a a p v - -_-' <Ll' a a Lu MD/ TC TC 570.70' 571.29' TC \\ \ v" �° - \ �� C4 cz FF�573.92' a 1 v \ co LU W W // / /' � _ _ _ / 571.0' `� \ \ \ FFE=573.92' v \ � \\ '��' /'/// / �g6 ------------- - - -- -- \ \ \ FFE=573.92' - - - _ _ _ ° _ _ TIC_ O TC 570.80' og O \ \ M 571.80' \ \ og\ \ \ -a - - - - - \ \ \ � 573.33' 51\ I o- SIPS \ \ H TCJ571.69' 0 g \ FFE=573.92' T� 573.39' w 572.99' w_ rn w I� - - _ _ g� (S� \ \ \ \ \ \ r E=573.92' \ = Q \ lo FFE=573.N'TIC U) \ \ \ \ \ DATE 57328' 67'c� o \ \ \ \ \ \ Q \ 5/6/2019 - �' - 0-----------�---------- O \ / / / I 1 ✓ TC \ \ FFE=573.92' \ \ r DRAWN BY 572 94' \ \ \ \ \ \ 573.52' ( \ \ \ \ I Z. DAHL go LID 573.20 c5`� �',\ 2.13' \ \ \ \ \ ` - \ \ \ I v D a \ ° DESIGNED BY TC v 5 .7 \ \\ \\\ \\\ \\ \ \\� \ ° _----- a e d \ ° \ \\ \ e ° I • A.ALLISON TC \ TC 571.82' 57t-79' \ \ \ \ // '-- - - - - -- 575.10' 573.62' v \ \ \ \ \ \ \ \ / I v a ° ° o ° a \ \ \ CHECKED BY b \ \ \ i D \ a p v \ • ° og / oGo 00 1. HASH TC / / / 72.10' o _ \ \ \ \ \ SCALE \ _ 575.66'� / / / _ TC / J ' \ \ \ \ \ \ / v� 15 a D \ \ 575 53' I � i FC \ S \ \ U I I I I 573.21' TC / I / 3TC.26' / 573.99' II \ \ \\ \\\ \\ IW '�I TIC TC I \ / , 1 I 1 / 573 = 573.49' 572.99' - I I \ \ \ \ \ \ / w / / Q TC - 573.86' / / v FFE=573.92' - I II \ \ \\ \ / / / ' I I ' \ / / / ' Q \ 576.70' TC - - - - - I \ w / \ \ \ \ \ 574.15' TC TC TIC I / \ \ \ - r n / / / / ' / / D \ \ \ 574.08' 574.07' 574.3- - \ - v / / / / / ' w TC LL] \ Sc40, \ \ \ \ \ \ \ I - TC \ TC 574.05' TC 573.92' LP \ \ \ \ / ' /' / / W 1..1� O 578.38' \ Sj TC 573.89' 573.94' 570.61' 573 / \ \\ Z / / / / / / ' / / Q a \ \ 6 576.50' C� C - - \ \ / / / /' / V J \ < ( n 578.33' \ 577.19' _ - ° 85 _ S, / / ,' / / ' / / J w V \ TC \ TC 577 - TC r o0 \ \ \ \ \ 578.TC \ \ - S85 _ 576.50' 574- - ' 572 / ' / - J / Ir 1 1 1 / Z - ! 1 Q Z \ 57733' _ - _ _ - - - � _ 1 / 57798' \ - - 578 pv --- - -- 5�3.42' < \\ \\\ \\\ \\ \ \\ \o ° ° < ° TC TC ----- _ ---------- ) 1 , °8°° \ / a a a� a a� a Q 4 - ` Q - Q - - - - - ' ' 577.52' - _ 574.58' 1 \ \ \ \ \ - - _ _ - - c ♦ ° a G n \ \ \ S - ' \ / \ O/ 1 LX \ \ \ \ \ \ /` a Q a - a1 a a 1 a < a1 a Q / Q / - t 1 a a G IN,___ / / I r IF \ \ \ \ Wlo _____-- T w _ - _---- I 1 4'�.' -- w _ _ - - - -- SAN r - - - - - - - - \ \ \ \ \ \ \ w _ _ - - - - \I \ \ \ \ ------ w w ____------- _ -- --- - R w °�° d\ d \ \ ° a \ ° ° ° ° °\ \ e \ 58O I _ _ _ _ - - - - - - - - - - - W - - - - - \ \ \ ° °\ a ` e - �- ------ �r W O an _ - - - - - - - - - - - - - - - - - d/_- ea a \ I \ \\ \ \ \ \ \ 576 -- /- _ _ c------uFo__ ° a A N g3 \ \ I \ \ \ \ \ 574 _ _ - - - _ _ _ - - ------ \�\ \ 572 --__ - - - - - - - --- - - - - - JOB NO. _ P 568 \ \ //-----------------� > NOR ' z 0 20� 40' SHEET NO. -575 - _ 1 C5.4 \ 72.25' ' -_ ��--- \ \ \\ a D 8 \v va \ \ I • 1„=20' TC --- G) ---- ^ _ - �■o TC o \ \ \ \ - \� \ \ \ LP go 573.52 572.47' \ \ 8 \ \ _ \ \ \ FFE=573.92' \ - - TC 572. 6' % \ \ \ a 1 1 T•.L I 572.68' 572 .82' 1 \ \ \ \ \ \ 1 \ I I I ---'' ) TC---" L - ' / I 02 U) \ \\------L-----�--�---� - 7 - 7 - 7 - IJ ' / •• \ \ 575.85' TC / / /) 572 58' 572.37' TC TC \ \ \ \ \ \ \ \ \ \\ \ \ \ 1 I I I O 0 6 , / TC 573.02' 573.32' \ \ \ \ \ 1 I I I I - - 00 575.73' TC 573.14' \ \ \ \ \ C / 73.05' 5 573.63' \ \ \ \ I I I I / / TC / M / �576.28' \ \ S� \ \ \\ L , \ _ - � r\ �a �O o O m cn z mO 02 c T � m O a 0 c m Coc 0- c Z N O� 2 n 2 x H O O � O O a L.. o .3 a Y U) O N d 5 2 d to m c N O c o 0 E � 7 O U m '� m � �U O C N O N m U c N m c o c U o_ o .E L m c .m c 0 ILL c Q T Q rn rn 0 N 30 c 0 ro 0 a ` \ 564 563 \ i - \ TP P P 567 \ 569 568 \ \` 572 - 570 , // / /y TC '> 4j't �'� Q �'t �� �� 571.71'- _ \ \ \ \ \ 569.90' TC TC 572.92'\ \ 1c TC \ 570.10' 571.29' 571.76' ` \ 573.62' TC 574.05 \ \ 573:83' \ TC TC \ 573\.85' \ 573.80' 1.97' \n, 4"W 6� AnW \ 'W �nW 4"W 4"W S TC \ ,7 - - � � � � � \ \ \ \ 1 1 I I TC 571 28' 56 571.17' '4 TC11 \ \\ 570.79' 5 2.81' 5 3.92' 1 TC 574.16' \ I 574.24' \ \ \ I I I 5 2.83' ' TC 5 1.89' / ''' / J \ \ 5 0.46' TC / v 573.06' 5 TC ffC \ \\ 573.27' / TC' \ \\ \\ `. / 572. 8' 571.93' C TC 572 571.66' \ \ TC 1 1 1 57 1 / 1 572.30' 573 Sip \ \ \ \\ \ \ \ \ 11 ' 1 1 .42'1 I 1 1 '\ 1 1 1 5� TC 573.48' \ / / /TC TC ' ' - _ \ 1 \ / / / 572.14' / --------------- \ \ \ \ 1 1 1 1 1 I I I I I I 1----_' I LP J L- \ 5\73 61' \' . TC 573.61' \v I _ \ \ \ \ I 1 I 1 I I I I 572.98' /'TC Tc ' 573.72' -5-r.03' / FF=573.92' TC I I / /5 3. 6i / FFE=573.92' SAS / � FFE=573.926 \ 1 - - - - - - - - - - - - - - - - - - - - - - \ \ \ \ \ \ I/l I , I I 1 ' 1 / l ,' / / / / ' / ' / 666 S \ \ \ \ 1 II a� / 11 i FFE=573.92' -- - - - - -- \\ \\ r E=573.92' \ TC 573 66' I I I \\ TC I I / \ \ Q Q \ 574.00, TC -;I.------------- 574.61' � i TC C73.64' FFE=573.92' - \ / \ \ \ - \ I 1 I / I I ✓ ' / , 573.80' (/J LP \ I 1 I I I I I I I I I /'/' /' 574. v / ° V TC I > \ \ ` 573.52' ( _ \ \ I 1 I I I I I I / / / / ° 574.53' TC 574. 1' \ r-_`� dF=5713.92' I 1 I \ 6 8� -570- \ \ Z LP \ LP - v - - _ - - - `Q+ \ c \ \ I I I 1 I I I 1 1 1 \ \ \ \ 1 / / / 572.52' 573.52' FFE=573.92' a _\ a \ ` � 1 T•� I I I 1 � - I \ \ \ ` \v •\ \ v a � - - - _ - \ \ 1 1 I I I I 1 11 1 1 I 1 1 \ \\ \ � I ' I' / / / / � / / / / / / i - - - - - - - - \ - _ _ \ \ \ \ 0------L--------------7---�- TC I I I I I I I 1 I 11 I I / / / TC / / ' 572.46' 573.63' / ��57 .76' TC I - ' 572.69' TC Z I 572.33' 572.80' - \ 572.98' II I \ \ ^ \- I �V/�• \\ \ L1 J , / / / I I 1 I I I I I I / / / ' / 573.91' D _ Z I �l FFE=573 / �92' TC ' 571.23' 571.95' TC 571.97' - I- - LU � I 572 Lij / / / TC St TC - - - - - - - / �' I / / i- � 573.00' 572.54' 573 ' ' I ----- 573.42' ' / / SA I 573 / 573.14' TC z _-- - - - - -- W � -TC 573.16' 572 / 573.11, 7 AZ J - - - I / I / / /' ' I / // I / / 572.42' ' / T / TC - -580- - - G g - _ - - - - - T _ I ' /' / / I / / / / I \ / ' / ' / / S) / 574 7`3.73' ' 572.19' _ i - G / \ / / / - _ 7`/_ \ / ' / ' / / 4 574.A8' / 1 a a " < G / / / ' ' / / _ _ - _ _ _ _ `/� _ \ - - - - _ / ,' /' / I - - - - - - - - - - - - - - aJ a c a -� U 4 a + ' a I� a a -/ / a i a `/ </ f a-- _ _ _ a / S a�' ? a / c a a /a J a- _ \/ _ T�_ G7\ 1 I , SANS - - _ _1 \ - -� - - - - --�- / ` SAN / / S/qN // /' Af BAN - - - - _ ROAD IMPROVEMENT BY s w OTHERS. SEE DRAWINGS '\ ' /I % w _ _ i 1 w w -- - - - TITLED "UVA RESEARCH ` i 1/ + - \Iv - \ / - - _ / --- - w\ \ w - \\'\ o°o ' -- - PARK LOOP ROAD" UFO - _d / ° - / /zil d / J/ _d UFO ° dd 0° % d- , d dd $3 _ ---\�,�Q- `_-_ \_---__ - \ D \\\\ \ \\ 'I "- - SCALE1"=20' - \ 576 NOR v- ------------- 5 0 20' 40' / / / I y Lie. No. 31371 o�12-I�-IG �6'SI ONAL M E 0 0 rn � N � N � > E w H i 3 w O W 2W a J U 00 Z - J in O a > o 'a"OU OU (7 W M z~ �OU) U) LL C) � o 0 0 � ,Lr)_, = N N z �U< - - as U) 12 N ; Q 2 a � > j CO J � cz U) M O (7 M O LU LU w 0) Q O N z O m DATE M 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 /O/ JOB NO. 43266 SHEET NO. C5.5 �a �O o O mU) z O 0 T � m o a 0 c m Co c 0- c Z N O � Q g x H m CD 0 L 0 m o a� 0 3 a Y U7 �p 7 N d U 2 �N m c w° �o � m d � m � �U o c N o m U �2 c N m '0 c U cu a o L OOP ROAD w MP# 32-6R SITY OF VIRG) TATE FOUNDA 2712 PG. 325 1684 PG. 255 EASEMENT 20' ACSA WATERLINE EASEMENT a L G � / O_7 II I I ST P SLOPES ASPHALT PAR. 8' HIGH ICK ( ANAED) _ - - -(ROLL YMEADE II WALL f' lDE SWM FACILITY/ B S TMP# 32-1- UNIVERSITY OF Vl REAL ESTATE FOUNDA D. B. 2712 PG. 325 D. B. 1802 PG. 682 D. B. 1684 PG. 225 STEEP SLOPES (MANAGED) STE SLO (P3ERl CENTERLINE W OF STREAM W W WETLANDS , _ 5 50' STREAM � W / BUFFER 100' STREAM BUFFER V � Cal STEEP SLOPES (MANAGED) WIN !am f�- -�a_ e PUBLIC DRAINAGE EASEMENT SWM FACILITIES I MANAGEMENT EASEMENT I I EXIST. ACSA SANITARY SEWER EASEMENT I I PUBLIC DRAINAGE EASEMENT c I> z I I I I I I U > z I TMP# 32-6R I UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION ID.B. 2712 PG. 325 I D. B. 1684 PG. 255 �I EXIST. ACSA SANITARY SEWER EASEMENT LEGEND PUBLIC DRAINAGE EASEMENT STORMWATER MANAGEMENT FACILITIES EASEMENT AREA ACSA WATERLINE EASEMENT OANy SCALE 1 "=50' NOR 0 50' 100' Lie. No, 31371 . ONAL � M E O O 0'� U N N O Q O > E W °' E ~ U Q�! +�' � LL 0 o U-L � W O ra ll� LY M �JUcO W J -L6 F-I i p N U u, N z r - A, O x W J 0 Q = U > Ln Q . c Ln 0')O N N i M d � CO J o' D O D O o' 0 W > U a z O o' D O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 " = 50' JOB NO. 43266 SHEET NO. C6.3 N N m_ 0 (n U C a)O E D_ U co O .o U O � En � U �L W. N 0 O U O co nw o -0 CD L STA 10+00.00 WATER METER VAULT STA 10+07.85 45° BEND STA 10+63.21 580 1450 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 STA 13+78.47 22.50+450 BEND 22.50 BEND STA 17+34.76 45° BEND STA 17+01.88 45° BEND STA 17+91.42 CONNECT TO BUILDING 580 PRO . EXIST. GRAD 575 -- GRADE 575 � I \ 000000 / 5' MIN 3.5' M I N / 570 \ 570 \ .5' MIN / 1.5' MIN \ 1.5' MIN \ 1.5' MIN 565 STORM \ STORM / STORM PIPE 601 565 \ V STORM PIPE 315 STORM PIPE 501 / 1.5' MIN IPE 307 4" SDR-26 PVC PIPE 401 / DOMESTIC WATERLINE 560 4" SDR-26 PVC 560 / 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 22.50 + 450 BEND STA 13+71.22 STA 10+16.01 STA 10+37.59 STA 13+26.54 8"X6" TEE 90° BEND 22.50 + 45° BEND STA 11+19.61 22.50 BEND 90° BEND STA 14+76.34 STA 10+00 STA 10+66.77 STA 13+01.24 STA 10+00 STA 10+48.23 CONNECT TO BUILDING 8"X4" TS&V 8"X6" TEE WITH 8"X4" TEE STA 12+54.10 8"X4" TEE &VALVE 11.250 + 22.50 BEND GATE VALVE 11.25° + 22.5° BEND 590 590 5A5 585 580 575 EXIST. \ GRADE PROP. GRADE / / I 570 1 1 PROP. 8" \ / 3.5' MIN WATERLINE 'MIN 565 STORM PIPE 701 560 V MIN 4" SDR-26 PVC DOMESTIC WATERLINE 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. STA 13+74.74 11.250 + 22.5° + 450 BEND STA 13+95.61 STA 14+48.47 90° BEND CONNECT TO BUILDING 5�35 590 11 590 / 585 \ 585 / EXIST. GRADE 580 580 PROP. BUILDING 575 575 PROP. GAS GRADE \ / LINE 0 -----..Oo/ / 5' MIN 570 1\ 570 3.5' MIN V MIN 565 STORM 565 PROP. 4" PIPE 805 8" DIP WATERLINE CLASS 52 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) 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) 57..5 PROP. GRADE EXIST. / 570 GRADE 570 / 565 _ 3-2 565 81.44' OF 6" SE R-26 PVC 712- @ 1.50% 560 560 16.31' OF 6" SDR-26 PVC @ 1.52% 555 555 - TIE TO EXIST. STUB. CONTRACTOR TO VERIFY DEPTH & LOCATION PRIOR TO THE START OF CONSTRUCTION. 9+50 10+00 11+00 11+50 SSWR 3 - SSWR 1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT STA 10+47.33 4 TOP 575. 99 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) EXIST. GRADE 580 575 5 0 50 PROFILE SCALE PROP. V GRADE 570 570 STORM PIPE 807 TIE TO EXIST. STUB. CONTRACTOR -CONTRACTOR TO REFER TO VERIFY DEPTH &LOCATION PRIOR TO THE START OF CONSTRUCTION. TO ARCH/MEP PLANS FOR CONNECTION ELEVATION 565 565 & FURTHER DETAILS. BLDG- 8-7 5' MIN. COVER AT 8.83' O 38.50' OF BUILDING. 6" SDR-26 PV 6" SDR-26 PV @ 1.270 @ 1.64% 560 560 15+00 9+50 10+00 11+00 BLDG - SSWR 4 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Lie. No, 31371 . ONAL� vi D 0 M 0 0 W > W U a z 0 > D 0 0 W Lll 0 d Q 0 p O O U U z O a a Q Q W � > j DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE AS SHOWN JOB NO. 43266 SHEET NO. C7.0 0 > co U 0 3 0 0 Q Q 0 CD 0 m L fn m m n 0 0 3 � d 00 _0Q� o CD CL 2 z 0)o 0 T � @ O ES O �(n o(n a o c� 3 Z N oU) Q �x o w _t_ m o 0 o .3 L Y fn � N U2 � O a) U :5 i WN m = 0 U O O 0 E � 7 O U � m � m 0 .o m U a 2 c N M N O C U o_ w. o OP N D!HAS � Lie. No. 31371 0�12-1�1-I�f SSI ONAL L 0 0 co i 0 E M = o rn o O N pp N ��r- 1 > E C + .4 LO Lu E L0 Z O Lu > 0�0>> QLL Ncn�zz LuLL LuOWW O Q J U00TO Z 0 coo a>oN Lu O UU o rn _ .� Lu N d M 2 Z ~ 2 O = O U teX In � ON Q - a Lu N O O M � LL O ON N O MM Lo OQ"t U UEO 00� N N O �OLf) � N +'t ~ 2 N Z `nM � Erna; L(j f� v >tn p W W �aaz z p Qa> O MHz z aM u ti ti LO Z Lu Lu N��Z Z Z oN U)�Z Z 5 W W 0 o Lu M LO Cfl d^� LO H N T M N OL 0 O` ti N OL LO N M O 7 _ = N � N r o = � o _r_ 0 0 0 208: DI-3C 8 ft Throat -- p M N � O �04 � N N N CO N Lo ~ Lo ^ O O O dd N O O N cM N � N O ti co O O O C] m � (n O °o LO COO �� Co 00 N M ao N M M Cfl N N N LO M ao N Ln O STA 10+00.00 oC p O CO O O co LO (D O co 00 Co p O O O M M I� LO pp oo (V co Ln m O M Ln (� N M LO U 0 LO TOP 571.51 0 0 a D �oL�Ln cLO co N co M -co LOo� � `�' oN� Ln LO U�Ln� coo LO INVIN560.20 301 - � + Z) co M + LO cYi N � LO M c+,� O LO C i � O� LO LO + � � c� � � LO LO LO ( ) O p 0 = g�Lnp ��LnZ O p�LOZ O p�LOZ O 0—LOZ o�LOZ Z p g �LOz Z p p�LOZ Z Z INVIN564.50(401) = o N ^m 0 0 50 0 a—O> NHO> > �HO> > �<O> > ��0> > NCO a» > 0»> > INVIN560.19 209 �� _ r `6 1 (0 PROFILE SCALE 00 N(n�Z N(nHz z Nfn�z Z N(n�z z N(n�z z NU) z z N ��z z z �U) z z z INVOUT559.15(207) a, °' cc)2 �o = C? rn 595 595 c cc + No' -5 Lri � . LO c) Lp ~ o 0 ti � o Ln� L� o O U') O c LO� ? 6°MO LO O 00ON > LO L� Lu \ CD �j�Z Z O Qd> 2 �LOZ 0O LU -LMr�Z U O \\ N C0 Z ao Q0> > HO> Q ti U) F- Z U) O 575 575 �n DATE D 51612019 0 >- DRAWN BY Z. DAHL DESIGNED BY A. ALLISON • • • • J. HASH • • SCALE AS SHOWN 575 GRADE 575 2 0 LL Cm T Q 0 0 0 N N 0 0 a OP N D!HAS � Lie. No. 31371 0�12-1�1-I�f SSI ONAL T � o WY M r U _ O U O ti o o N r C9 Q r O r O r r (z) E CD Cu O O O M E O 2 O = O O O O O ti Q I L O O O r r p r O �? O r r Lf) r O = N U 2 00 _ O Lf) O o 0) � r O H M N O v� Z GOON a) ~ TONI` co °OchM O O coN � CCq r O O O 700 00 w Q O <�OLn °r-rnr� o ���I` o LN�M -CCN� 100: EW-1 -Precast Nrl1-Coo ooMr . o r OOI�Co Co r CO r > E w °� .E N + cB LO CUMrn ~ cu 00o STA14+22.13 mo ti�?o o �o00in - �N� U-Lo i +Cow O r c+C�i + +�� rn� U �2��� CUOMLO ���Z g��Z_ 0O g��Z_ O0 - +N~ co (.0 m+oti� co +NLO� _ o ~Q0— �rLo �z 0 �Q0-O 4Q�> > 6j<o-- > TOP487.00 C\1 00 —�OZ Z Z 0 U��O O� O0 ~ v r�HO aoQ » �O» 0�0 C]HO INVIN484.00 101 --- NQ ��OZz z �o O z z �U) ? �U) ? ) NQ > 00 >>> > O�o> o Q0>> > Q LL cn cn cn— oU) Z �U) — o�Oz O�Oz z z z LOU) ~Oz z z o U- p Z Z tcn�— N(nP --- - N CO~- - -Lu 0Ln 550 550 580 580 580 580 Q W U 00z Lu Lu aJ—u, 0Lu O N Q Q C7 LY Nrn a _ N - Z H + 0 3 X u > > oa 3� 0 00 2 N Z W W U a - O a a U) $N > Q QLu vi 0 M 0-1 0 Lu a) o, w w a 0 z 0 DATE D 51612019 0 9+50 10+00 11+00 5 DRAWN BY STORM: STR 502 - STR 210 Z. DAHL HORIZ SCALE: 1"=50' • DESIGNED BY VERT SCALE: 1"=5 ° 0 • A. ALLISON 0 50 • CHECKED BY O _ PROFILE SCALE o • J. HASH E o izi S S M 0• SCALE co N c I� C° N �° C AS SHOWN m��co0o cO +MLOLOF �oLoZ z_ 0 0�0>> > oU)�Z Z Z • m ° /� ° ca 0 L Cu - L a) z ; ° 0 0 ° co o o E o °� ch E 0 r co o rn co E o o ° co cfl ° i M r04 �rn ��_ 0 COCOM p 0° oco � ro rn ��N� CO �N I- Oo CIl- M N CLn O N CM M �Co N O N V iL\ (� O fn C14N Co s= 0 M M r N 9+50 10+00 11+00 11+50 00p+cM�i�� 00'M00 LO ���coo°�o cO ��N� 70c`!o6! � c�ui°`Oocri Lo o00�cy� cLo o NOr� - t M� m + CYjCo Co F- mOLC)L!i mCu .coo m + Oo CMrOo O O STORM: STR 402 - STR 208 &4<0-Lr) �-�z 0 --U)Z - +MZ) - +rl- Cy) i —LO`�' ' NLOZZ N Q a>> �- ° r r In z Z ° � O�� � O� z � r r CO Z° � r Ln Z z ° r O O Q O — O 0- -- HORIZ SCALE: 1"=50' oU) z ~0z z o�0>> > 66<CL > 0�0> > ��0» > VERT SCALE:1"=5 cow~— — Cocn�z z z �c~i�Oz 6�Oz z ocq�? z Ncn�Z Z Z 585 585 585 585 O 0 I --I Q I --I W J_ LL z O W o w � _ J J w O m J i () W Z 0 'V l V 1 Q O U 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 z STORM: DRY POND - STR 100 STORM: STR 612 - STR 606 STORM: STR 608 - STR 212 W HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 / JOB NO. 43266 SHEET NO. C7.2 545 545 540 540 535 535 -PROP. \ GRADE (DRY � 530 POND) 530 525 525 \ 520 520 EXIST. 109 GRADE 90.20' OF 21" HDPE 515 @ 4.31 % � 515 510 107 510 102.47' OF 21" HDPE @ 9.00% � 505 505 \ 500 500 105 \ 126.30' OF 21" HDPE @ 10.00% 495 495 490 490 _ 103 \ 79.21' OF 21" HDPE 485 @ 9.13% 485 480 480 101 16.96' OF 30" HDPE @ 1.00% 475 475 PROP. 575 GRADE 575 570 4" DOMESTIC 570 WATE LINE 565 565 401 � 74.15' OF 12" HDPE @ 2.56% 560 560 555 EXIST. 555 550 GRADE 550 545 545 540 540 PROP. 575 GRADE 575 570 570 DOMESTIC 1.5' MIN. WATERLINE 565 501 565 46.65' OF \ 8" HDPE @ 5.70% EXIST. 560 GRADE 560 580 _ 580 PROP. —_-- GRADE � i 575 � EXIST. 575 GRADE 570 � 570 565 611 565 609 71.25' OF 12" HDPE 154.22' OF @ 1.00% 12" HDPE @ 1.00% 560 560 580 \ 580 \ PORTION OF � BUILDING PROP. EXIST. GRADE GRADE 575 575 570 \ 570 \ \ 565 \ 565 607 55.67' OF 605 603 601 8" HDPE 28.58' OF 91.08' OF 42.83' OF @ 1.00% 15" DIP 15" HDPE 12" HDPE @ 1.00% @ 1.00% @ 3.00% 560 560 0 LL a T Q 0 0 0 N 0 0 a OP cc N44AS a)) �, L0 Ui o ati Lie. No, 31371 0 I` N O p r c0 p r 0 � OL v J M M 00 C j - r r 6� O N NO C9 co O>O � mco m.0 m mO flO~ �rr co LL) N000L �ti �('SSInNAL CNMM LO L0�am o Lno o � X(O cy) LOzz O M+L) M+Ln LO Ln+r� +rN � Nti <0- LO P�or_rLOz OrLnZ Z Z ONrLOz 0 N�OrLOZ o>> > O Vl O Q 00 Q 0- C6 Q 0- > > M (n P Z Z Z N Q 0- > 00 Q 0- > > > > �0> > 0�0> > oF- OZ Z CD z z o�Oz Z Z z M U) P z Z M Cn Z Z M CA H— — M W H— — N Cn ~--- — o f N O 580 580 Q 0 > E Lu °' E 0 F c� QLL � j o 0 L6 E Mo Q_jv� z �� Ln Ln M w J — Ln O M J ON MM 00 a> oN I— OO OO _CD LO i v LO d 10 00 00 � U LY c'V d a) M 70 CA cM r 00 N _ co00Lo M-N� (0 coMrnN Ln LO z~ 3 x U �C) m+NLO c���LLOLLO� �oJC °;� w 00 Ln 0—LO0 coO�Z OrLnZ Z O 0 TIE TO PROPOSED °r° � 0 > (6 Q � — O Q a » > _ � `�" z DOWNSPOUT `' CO ~ z cy) CO P z z � ccl) z z < O CL Lug (SEE ARCH/MEP PLANS) 0 N j Lu 575 575 co -j Lu Lu vi 0 0 Lu a) rn w Lu rn a 0 z 0 DATE 51612019 0 DRAWN BY Z. DAHL • DESIGNED BY 5 • A. ALLISON • CHECKED BY • 1. HASH m 0 • SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 � CD 00 0 STORM: STR 310 - STR 208 STORM: STR 318 - STR 304 • AS SHOWN 0 50 00 °° N Q0 PROFILE SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' m + co N VERT SCALE: 1"=5 VERT SCALE: 1"=5 N ~ Z �rLnz O m �— D 000ciPz z • o E 0o r` a) Op °� ao 0 ti pOp co O r CA v i M °� Op 00 0 pp L O N N p 00 N� p N c O 00 co 00 r �� CA 0 . 00 0 (O Lo O C) 0) � r M O N cq N V MOcfli9 (c6f'-�C~O cp(bLn �O(O(0 U*) CO N . � mMti� � LO + cy) 0 + � � (B C) m I- co �O (O m °r0 co � LO M + r (O (0 UpLnO UOLnZ 0 OOtiO It0�� 0 M+NLn ~ Lf 0 O o a0 as O 0 LC)0 NrLOZ O ONLO ti Z Z O C ��O> O�0> > 66 > �Q� r�z O °0Q� > > OOU)�z o0(nHZ Z OpO��Z 05U)PZ Z C)00 Z NU)PZ Z Z po rn 590 590 590 590 c p0 (D Ln +�Z O U-Ln0 Q CL 0 > ti��z 580 580 Ile I --I el I --I U ) W Q J_ L7 LL z 0 w w _ J J w O m J a () uj Z 7 'V l V 1 Q O U Z w Q 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 13+50 > STORM: STR 704 - PIPE 213 STORM: STR 812 - PIPE 805 STORM: STR 808 - STR 218 D HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' — VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 JOB NO. 43266 SHEET NO. C7.3 EXIST. GRADE 575 PROP. 575 GRADE \ 570 "DOMESTIC 3.5' MIN \ 570 WATERU�VE MIN. / \'-3,5' 4" DOMESTIC 1' MIN. WATER INE \ O \ 565 565 \ 309 116.50' OF 18" HDPE 560 @ 1.00% 303 560 301 307 105.01' OF 102.35' OF \ 18" HDPE 18" HDPE 152.49' OF \ 65.47' OF 24" HDPE @ 1.00% @ 1.00% 18" HDPE � @ 1.00% @ 1.00% � 555 555 550 \ 550 \ 545 545 EXIST. \ GRADE \ 575 575 PROP. GRADE 570 570 565 565 703 30.75' OF TIE TO 6" HDPE 701 PIPE 213 @950% 30.15'OF 6" HDPE 560 @ 9.50% 560 555 555 PROP. GRADE 570 570 i 317 64.43' OF 6" HDPE 565 @ 4.00% 565 315 O 99.43' OF 12" HDPE 560 @ 1.04% 560 EXIST. GRADE 555 555 i 585 ^ / 585 EXIST. 580 GRADE 580 PROP. 575 GRADE 575 570 570 _ TIE TO PIPE 805 565 565 _ 811 809 77.48' OF 51.12' OF 12" HDPE 12" HDPE @ 2.00% @ 4.90% 560 560 585 — 585 EXIST. GRADE 580 580 PROP. 575 GRADE 575 570 570 EXISTING 6" PVC SANITARY PIPE 1.5' MIN. 565 565 807 71.05' OF 805 803 801 6" HDPE 132.76' OF 14.62' OF 54.65' OF @ 4.00% 12" HDPE 18" HDPE 18" HDPE @ 0.75% @ 0.75% @ 0.75% 560 560 N c O LL m c 2 00 v �O N N_ c 0 a 0 a 3 a, z d z 0 Q 2 H 06 W d U U) 0 z a STREAM BUFFER PLANTING REQUIREMENTS: / / / / / / / / ' , ' ' / MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA \ \ \ \ oao as , / PER 400 SF OR 20X20 AREA PLANT (1) CANOPY TREE, (2) UNDERSTORY \ TREES, AND (3) SMALL SHRUBS000 / STREAM BUFFER PLANTING CALCULATIONS: / AREA OF DISTURBANCE = 750 SF ' / / / ' ' ' ///i % /' / i' '� /' /' % J -� ''/ // // % ' / I 530 r \po90 - AREA OF DISTURBANCE (750 SF) X 2 = 1,500 SF / 1,500 SF / 400 SF = 3.75 UNITS (3.75 UNITS = 4 UNITS) ' '/ / / / _ _ - _ _550_ \' 4 UNITS = (4) CANOPY TREES,(8) UNDERSTORY TREES, (12) SMALL SHRUBS / /' / ' / �' '/,' / / /' �, / M °PEA /' /' ' �A / NOTE: % _ - , - -/ �' I /' /, /, / </ / ' _ ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO / / / / / / / / / / _/ '" ' i / - - _ _ _ ` V - - - �� \ \ REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES / ' / TM/#32- 7 / / / / / / / /� // - - - y — \ \ \ �-= - - - \\ �_'� \ /�✓ ' - ' - - / T a / / / - - - - - - - - - - - _ \ \ \\\ ZEN.IERLINE CPSS40 - - \ IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND , / 'GOLD/L FL N T u Tw03, / / / / ' �_ - \ \ \ \ / /WND'E /' /9~ii� / / /'�_" = ---- ----------- \\ \� \\ -\\ 535, \ \\ ,al / /\ / / ---r- - ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / , /P �/ / f /� p h _ _ _ _ _ — — _ _ _ _ _ \ \ \ \ CLNI{F�RLINE \ / / ,/ / p.6 1�5 G. 6,6 � / <'/'/r !�� / / / - - - - - — - - - - \ \ \\\ \ \ \ \\ \ `\ \ §�REA I _ _ ,�wy� / \ /'- DETAIL MITIGATION PLANTING PLAN SCALE 1"=20' / / / / / /'� �` / ( / / -� i — _— — - - - - - - \ \ \ \ \ \ \ \ \ - �7N �N°Z z / / / co ' ' \ b l \ \ \ \ \ _ Tl WETLAND iJ� ` — / 0 20' 40' _ -- - / -I\O \ I - - / - - _ \ 17a�L M�ISATION RLA'NTII �� - Ti4 T/ ' 1\00� STR�4 \ \ \ �s \ \ \ \ �- i, i \ �� - _ '' aUL - - _ ----\ BWFFEF� \ \ \ \ off\ \\ \ -\\\`� \ / / /,/ / CIS RL�NC=1,071SF / / / STR E�NFFER AREA O \ / / / yT— �_- \ -\ �- - \ \ \ \ - \ \ / / / / ' / / / ' / �/� /' / yS / Y — _ ' / \ 10b' STR AM FFEA \ \ \ \ / / X� - ---' ,-' \ \ \ \ \\\\ - / / / 7 F4RE-ATOB€RE / _yam \ \ \ \ \ - / / /��yy yy/y \ �� \ \ \ / MITI ATfON�f'L N_ S — 1 ,5 �� /// // / ,/�/ // d y / y "/�_----- \ \-� \ \ �- -' X \ \ \ \ `\ \ \ \\\ / / / O Ip�O ENM / //'/ / S6`s - \ LIMITS OF WORK ` \\ \ \ \ \\ /l /r / / / , ,du 2SF— — \ W,;TLANOS _ v a ' _ lVIV - \ _ — _ / / // / / / y / WIPisEFE'NCE/ 0 L2 1 VEGETAT'(ON7� �\ --- -j i�i� \ ' J - W E FEI�%CE- - - - - - / �' ' ' /' ' T f�E AI % / STEEP�LOPE _ - - - - ' - -/ / ' ��URF STRIP9 M 7_MEADOW-PL-AIQ�NGS — - /y \ '4 _ _ _-lw \ i \ \ \ \ --\ \ \ \ ♦ / , l 570 / — — —�T I-ool cz 0� I/ I / �\ _ A\ I' 0 \\ — / / — / / / \\ram\ \ \ \ 1 _— — — — — —/ \I - 1 PROPOSED BULDING _ — — — — — / \ 5 / \\ \\ �\\ —_-- \ \\ I II /// \ \\ \\\ \ \ \\— \\ \\ \\ \ \----__—'/ 1111 / /' � ,' /' /' 1 ' , ae � \\\\ \♦ \ \ — — ~\\\ _ _ \S _ 70J \ \ \ \ \ \ s \ 1 \ MP SLOPE \ E OW PLANTINGS \ \ \\ f o I � \ \ I I \1 _ _ = ' / /•' / / / / \ \ \ 1 ' \ \\\ \ // I / / /I I I I I I 1 I I I I I I I I I I / •e � 'X�J / / /\ � /' - -- n\\ / —_ ----__ —off- ' � --_ / LOOP ROA[rr WkjERLINE \ \ \ \ \ \ \ \ \ + — — • \ \ \ \ ' .0 I I I / ' . '`� / — 1 / / / / / ' • •\ \ \ • .• \ / I ••• /• / -580— / N--F--- ( V\I/ ' ` �•` \ \ . - - _ =-�P-- _ S _ _ BAN / /SA - - vv / / 585 / / / - - \ \ \ \ \ _ - - - - - - - - - - - - /0 l / / / / / Z/ / / - _ - _ _ - _ _ _ - - _ _ - _ / / - - - - - ICI / ----- .580— STEEP SLOPES�\ (MANAGED) POO \ ——\1\ \�/ / �\ J�� '/ \ I, - I I I I/ --\—\ \\\ \A\ \ \ 11X 1 — — \N _ —rSTEEP SLOPES P` (MANAGED) /I r,• / ! // / / / I \ \ -� ` — c' \\ \ \\ \ I I II I I CiP� rp y\" O� LD L ! _ ♦\\\� I \ lII I / \ I I I I (I I I I I \—' / / I / / r \ ` \ I ` \ \I \ I I I , �\ \ \\ /♦\\ \ \ IIIIIII I GSP P�O \I \ \ \ • \ 1 1 ` I I I I / I \ \\ \\ \v' l \ I� oll I ^�N Qv�OF \\ 1 \ \ ` I \ I I 1 I I \ \ \ _ ✓�� �\ — / /l ) I S EPSLOPES/ /l / CJ`�� O 5 �— (MA1vAG_ED)J �GJ6 \ �� __ __ _ \� \�\�\ /\\I \\ \ \\ 1 \ ---- �v / l i I I I \ \ - ---- SCALE1"=40' 0 40' 80, M E 0 N OV N � C > E W E w o IL - Lw O Lu L (h Q i U co d J -Lri w a > CD N zLu 0 (n Q LL inQ Ujrj a c Lr) oO', N a M CO J kD H z o � OU OU Ln a w 0 0 z O Ln a- a- LL.I W W DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 140' J I —I Vl TO i z Qz J 0 la � z O H� v HI Q �--� TZ z W m W oW _ J CL Q U J m VJ Q W z J J < Q W 0 0 U z W \Q/ D JOB NO. 43266 SHEET NO. L1,0 0 U c �a 00 o (7 �Z 00 0 T O O a c �N a 0 O (D C� 3 ZN O� 2 a axi F- a, o -C 0 0 nL.. 2 .3 a 0 0) Y � w U N NC O +� 2 �N co_ ay+ U E `o a 3 C O N a a0 �U O C (n o 0 • CcU a 2 �N `° V) c o C O Qo 02 L PLANT SCHEDULE TREES BOTANICAL NAME ACE ARM ACER RUBRUM 'ARMSTRONG' BET HER BETULA NIGRA'HERITAGE' NYS WIL NYSSA SYLVATICA'WILDFIRE' 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 VIER ILEX VERTICILLATA ILE HOO ILEX X 'HOOGENDORN' ITE VIR ITEA VIRGINICA M E O N OV N � >E w E ~ U N Q 4 w o Luo� � J U � w J — Ln a O N zLu 3:O,nx 0 Q 5 ­ c U j a c� rn O N M /� \ 3 I C) Lu H AIN CAFLEB LLL / / / / / / / _ — / \ \ \ _ Oo O \Lu /J T� �II / / / \ \ \ I \ \ \ \ \ \ \ \ \ \ I i > \ / % \ _ _ _ _ _ _ _ • _ 1p \ PROPOSED BUILDING R YA / / r \ ❑ • IN, (8)QVEPHE \ \\- //� I - - - - -- -� • \ b \ • 00 TIP \ D / \ / I � 1 'V� -V r / / ,5 / WIRE/FENCE' / / / / / / /may /--_-- - -- -- J// / _570- ' tS _ 4"W oo C7 C7 ^ / / ' \ \ ` \ \ 573 / \ (8)Tlk'GRE ------ \ ' _ r (3) NYS WIL - _ _ _ 3}GOR APP ILE GLA(22) J I \ \ - /' (4) I-EE-HOO - - - - (3) BET HER ILE DWA(22) r I 6.90• \ \ \ \ \ \ \ (18) ILE HOO (1)NYSWIL _-Sj- SCALE 1"=20_ _ _ _ _ _ _ \ \ \ �J \ \ \ \ \ 6 - - - - - - - - - - - - w- G \ GROUND COVERS (3,259 sf), \ \ \ \ \ \\ \ / 0/ 20' - _ _ 40 \ \ - - - - 85 j� • \ \ \ \ / - \ \ \ \ \ — 574 \ \ \ 57 _ - — — 0000°o\ \ _ _ _ -- - \ \ • • ILE VER (34) o / r °OO ` . o ° oo°Oo 0 0 \ _ - E VI 1-2 - ° �o _ _ — — — — — _ __ — ° o / — — — — — — —57 — \ _ — — _ — — — �- o°o °0 00 °oo / /SAN SAN \ \ \ \ \ \ \ \ \ SANS \ ' - , , — — _ • 1 �' ° d < 4 SAN — — • — d d SA _- — — --SAN — — 580 — --• , �— • — / -STREET TREES PROPOSED _ A� SAN WITH LOOP ROAD PR.QJECT' _ / • • / \ _ \ \\ p \ • \\ \\ \ �4 — — — — - w _--W -_ _-------------------- ---- 1 SAN S — L 0 Op _ ------------ A e q \ a\ d \ • \ -_ W — e e e ° / ° \ e ° d \ \ ° e a\ \ e \ tea_ • _ — _ _ _ — — — — — — — — — — \ dd A O — — — — — — — — — — — — — — _ _ \JQ_— a ° a • — — — ——— — — — —— — 8"x6'TEE FOR FHA /- -\\ \T_\\ \ \ \ \ \ e e e d _ -- _--- • UFO a/—e e° — — e— — o — — a — — _ •— _ _ / / \ \ \ \ 'T/ / — — _� UFO e ° ° / _— /-- __------- _ UFO 8"x8" TEE AND L \\ \\ \ \\_ -- - - - - -- - 8"GATE VAL\ — — — _ _ y �- --- --- - / — — /FF LANDSCAPE BED / • \ \ \\ v \\ \\ ---- (1,155sf) _\ \ J OD QUE RUB(4) / / BET HER(4) \ \ \ \ \ \ \ LANDSCAPE BED-- (1,268sf) \ \ \\ \\ \ \\ \ \\ \ ool / �/ I ' /� / / / �21 z O � OU OU a U U) W p O O z O CLCL w O O W W DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SC ALE 10' J Q I —I V / O i z O I --I z _ z w W 0 a. w UJ Q 0 1 W Jmz Q Q J Lu i �V lJ Vl C L O U z W JOB NO. 43266 SHEET NO. L2, 0 0 c U C c �a c0 o� c� °Z (DO s2 0 c T O O a c �N a 8 oQ) C� 3 Z N O 2 a �a H m o 0 0 nL... 2 .3 a 0)0) 7 N N ,O d N O C cn 8 O a 3 C U o3 a N a f6 .0 O C ( o O U a 2 c N N C O O C O Qo a L i 77ATU \ IRF ST1�I4 W —4"W 4"W a1�°W \ \\ 4��W 1 1 11 ' 1 1 1 I \ ' / • ' /' ' L 'i/i -' ' \ \ \ \ \ \ \ 1 I �573 QUE BIC(8) 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 N I N \ \ \ \ \ I 1 ► I I I ,, , / , / _---- - - - - -- PROPOSED BUILDING l I I ► — / - - - - - - - - - \ _� \\ \ � /I s� `\� \` \ \mil \ \ham i I / i 1 � I I � I � ✓ /' ,' ,/ // / ,' // , i / - (/� / \\ __`_-_\ __ I ` LANDSCAP6QED \ (1,5091 sf) I \ \ COR FLO\(3) IN ,ACEARM IN (l3) COURTYARD 11 I I I/ I 1 1 1 \1 1 11 \ \ \ \ I I 1 1 1 1 \ -570— I MA (R (5) N,' // // /' ' / ' �' I / ---- - - - -- / ED\\ - - - - -I �I �• 1 1 1 / / / / / ----- \\ \ s) _ _ � (3� COR FLO I \ \ \ � \ 1 1 1 \ \ � I I / ' I \ v v v v \ LAB DSCAPk BED \ \ y \ \ \ (2,1186 sf) M >_ O OV N � N >E wLL Lu pw0 �,�-� W W Lu O a > oo 0, OO OO C7 Lu M O ,n x m Z Z o� � a � Lu> p 00 > tD O W W ¢ u- Sri — � a a p N >Lu Q Q I ct� L v) D O (D D O _ H w Lu � 0) rn � Q p `' z O DATE cn 0 51612019 am • _ / � � I I I I I I I I I I I II I I II 11 II � ' // // / ,' ,' / ' ' '• ' � -- \\ �� / / // I I I I I I I i I � I I I I I I I ► I ' // // , / // // / // / � �/ � � \�\^ \__ \`__ � - I ITS K16 I _ )ILE HOO z (20) 1 L E D _ \ (8)ILE HOG L0 g o°°°°° o ITE�VIR(31) -- --- o —7 , , / , Z _.---'------ ------ ° ° {}� GROUND COVERS (733 sf) — ` — — — — — — — 0 0 ° ° o • • LE GLA(2_, - r---�(5)CbR APP� 0- o o °000000°t'° • 1 / I I \ , 57 , • / / S�3 ' , -- ____ __ — 00000 / / • / _- / • / — — _ — _ / (2)AMEAU�f / • �� I / • // / /I I / \\// / '- ' _ /// / 574 I/ _ —580— G )ULM —--————— — — — — —— BET ER H / I ` 4 1 t a �$ a// ° / / ° / / / I ° dil a a —a�a= ��//—� \ �� a °a a— / SAN SA / SAN /' / �p`N / / / /STREET/TREES PR POSED — \ \ \AN I S/Ij SAN /� \ / / / / /p Q // WITH LOOP ROAD PROJECT \\ \ \ \ I I /III 1 / / �' , W % W-- , , /, - _ _ _ - O \ 1 \ N, / W/ / / / , / O a3 — Al -it \ • • _ _ _ _ • i a Ad ° e / , _ , _ — SCALE 1 "=20' d / ' / 0 20' 40' I NOR A e d ° d ° \ \ \ e \ d ° — ° 570 i a e ° \ ° ° d - UFO \ ° e - \ / DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE o, J Q Vl 0 z 0 Q z Q � _ z LuLu o a w UJ Q 0 1 W Jmz Q Q J TW i �V lJ Vl CCL G 0 U z W Q D JOB NO. 43266 SHEET NO. L2,1 0 a; ch 3 c -oil �0 o� c� 2z s0 O � O a c �N a 0 0� C� 3 U N Z 0� 2 a �a H m o -C 0 nr_ o .3 a 0 0) 7 N U c x o 2 �N coC ay.. U a U � a 0a �-0 �U O C � o � U a 2 c Incu Inc 0 C O f6 Qo L MITIGATION PLANTING SCHEDULE REFORESTATION PLANTINGS TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE REFORESTATION AND MEADOW PLANTINGS 765 SF �• 2 BETULA NIGRA RIVER BIRCH 2" CAL. • 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 ' 0000000000 • 0 3 AMELANCHIER ARBOREA AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 1.5" CAL. 0 0 D 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" County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ 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 driplines 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 IF FIELD GROWN, CUTAWAY 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 TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 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 MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS 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" 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 REMARKS 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 REMARKS ILE DWA 42 ILEX CORNUTA DWARF BURFORD' DWARF BURFORD HOLLY 15-18" 5 GAL. ILE GLA 45 ILEX GLABRA INKBERRY HOLLY 15-18" 5 GAL. ILE VIER 34 ILEX VERTICILLATA WINTERBERRY 15-18" 5 GAL. ILE HOO 46 ILEX X 'HOOGENDORN' HOLLY 15-18" 5 GAL. ITE VIR 43 ITEA VIRGIN ICA VIRGINIA WILLOW 15-18" 5 GAL. 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 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 VIED. 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 /A 0 = 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 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 • 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 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 0PROVIDE 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" BACKFILL PLANTING PIT WITH NATIVE LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND 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 M E O o C� U N � N � > E wUj o ~ U Q U" +� LL o 0 LL L w O rp Of NJ L M a J U co W J —1i a > o N U LY N z � — B O x J w � 0 Q U) 2 @ N = U > LR Q . c Ln rn O N � M a � Co J D O D O 0 w w_ U a z O 14 > D O Z 0 DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A z O I --I LLB I—� 0 I—� Q 0 Q>z >a Z) U7 w O w LU J O L= a z 1 W w Jco Qaa W U,^ V ) 0 v7 z V 1 a Q C- G O U z W Q JOB NO. 43266 SHEET NO. 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