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HomeMy WebLinkAboutSDP202100011 Plan - Revision 2021-08-23HMR Yfu BOYS AND GIRLS CLUB -DRIVER'S ED SITE FINAL SITE PLAN SUBMISSION REF. INITIAL SITE PLAN SDP202000069 & WPO PLAN WP0202000051 SITE DATA: TAX MAP PARCEL: 06000-00-00-078AO COUNTY OF ALBEMARLE SCHOOL BOARD DB 287 PG 414 PARCEL AREA: 216.69 AC LIMITS OF DISTURBANCE: 5.15 ACRES ZONING: RURAL AREAS (RA) OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE.M EDLEY@TIM MONS.COM SURVEY CONDUCTED: JULY- AUGUST 2020 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT: 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT: 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE: 25 FT MINIMUM REAR: 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: 32 FT MAXIMUM BUILDING SQUARE FOOTAGE: ±49,200 SF EXISTING USE: DRIVER'S EDUCATION COURSE PROPOSED USE: BOYS AND GIRLS CLUB, OPERATION OF BEFORE AND AFTER -SCHOOL CARE PROVIDED ON BEHALF OF A PUBLIC SCHOOL TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.23 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PUBLIC WATER AND SEWER WATERSHED: IVY CREEK WATER SUPPLY WATERSHED PARKING REQUIRED: 1 SPACE / 10 CHILDREN ENROLLED IN MAJOR CLASS/SHIFT CHILD DAY CENTER + 1 SPACE / EMPLOYEE PICK-UP/DROP-OFF AREA MUST BE PROVIDED ON SITE 1 SPACE / (300 STUDENTS / 10) + 1 SPACE/ 35 EMPLOYEES 65 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 62 REGULAR SPACES 3 ADA ACCESSIBLE (1 VAN) TOTAL PROVIDED SPACES = 65 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION LAND USE: RECREATIONAL COMMUNITY CENTER ITE CODE: 495 AMOUNT: 49,200 SF UNITS: SF (GFA) ,...,CIC1:,.17_., ADT AM PEAK HOUR PM PEAK HOUR 1,390 IN 53 OUT 30 TOTAL 83 IN 51 OUT 60 TOTAL 111 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 250 GPD 49,200 SF X 250 GPD/1,000 SF = 12,300 GPD AVERAGE HOURLY DEMAND = 12,300 GPD / 24 HOURS = 513 GPH MAXIMUM HOURLY DEMAND = 513 GPH X 300% = 1,538 GPH PEAK HOURLY DEMAND = 1,538 X 150% = 2,306 GPH 2,306 GPH / 60 MIN = 38 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 49,200 SF X 250 GPD/1,000 SF = 12,300 GPD COUNTY OF ALBEMARLE, VIRGINIA 02/05/2021 on W00 1019 Ivy Creek R I N E IVY FARM Foundation RIVANNA RIDC t070 016 SQUIRREL RIDGE 657 IVY RIDGE SITE _x LOCATION MONTVUE loos The Colonnades V ROSLYN HEIGHTS 1461 FOUR SEASO mil§7.\4'[�Zrlr] Q Albemarle High School Commonwealth GEORGETOWN GREEN Ei7fl 1477 GREENTREE HESSIAN HILLS CONDOS TURTLE CREEK CONDOS VICINITY MAP 1"-2000' vineyard vines 0 DEVELOPER: BOYS AND GIRLS CLUB 1000 CHERRY AVENUE CHARLOTTESVILLE, VA 22903 CONTACT: JAMES PIERCE TELEPHONE: (434) 242-8052 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 I:lc BRI C Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS PLAN - OVERALL C2.1 EXISTING CONDITIONS PLAN - DETAIL 1 C2.2 EXISTING CONDITIONS PLAN - DETAIL 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN 1 C4.2 LAYOUT & UTILITIES PLAN 2 C5.0 GRADING & DRAINAGE PLAN 1 C5.1 GRADING & DRAINAGE PLAN 2 C5.2 GRADING SPOT SHOTS PLAN 1 C5.3 GRADING SPOT SHOTS PLAN 2 1-1 C7.0 STORM & UTILITY PROFILES 1 C7.1 STORM & UTILITY PROFILES 2 C8.0 PUMP STATION PLAN AND SECTION C8.1 PUMP STATION NOTES AND DETAILS L1.1 SITE PLANTING TREES L1.2 SITE PLANTING GROUND & SHRUBS ES1.0 PHOTOMETRIC PLAN ES1.1 LIGHT FIXTURE CUT SHEETS S01 & S02 ES1.2 LIGHT FIXTURE CUT SHEETS S03 ES1.3 LIGHT FIXTURE CUT SHEETS SO4 TOTAL: 27 SHEETS 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 :1IF-Al 0Ia1lgLY_1:ilLTA lg119 APPROVAL DATE @ 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA +WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Iopez@rnilestonepartners.co 434.245.5803 CN >> 0 o= W 0 �_ W W _ OU � a Z N 3 0 V "-t�+'i1d Qp r. v � > CRAIG W. T. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 COVER Uj Como GENERAL NOTES DETENTION PIPE MAINTENANCE LEGEND ROADS - TRAFFIC STOP BAR CD m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER DRY CURB & GUTTER TTTT7 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 TIC 240.5 PROPOSED SPOT ELEVATION 1D PARKING COUNT SEWER g - -0 EXISTING SANITARY SEWER S-SAN-OS PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE ge W PROPOSED WATER LINE R ge W PROPOSED VALVE Ti ge W PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING TIC = 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 CRITICAL SLOPES JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER 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. 16. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 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 Pagel of 4 ALBEMARLE COUNTY FINAL PLAN 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 III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSES 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 COURSES 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 (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI All17.1-03. 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. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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 (HORIZONTALMERTICAL). 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 III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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. ALBEMARLE COUNTY - CRITICAL SLOPES DISTURBANCE WAIVER 1. A CRITICAL SLOPES DISTURBANCE WAIVER, SE202100012, WAS APPROVED WITH CONDITIONS BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON MAY 5, 2021. RESOLUTION TO APPROVE SPECIAL EXCEPTION FOR SE 2021-00012 BOYS & GIRLS CLUB DRIVER'S EDUCATION SE 202100012 Boys & Girls Club Driver's Education Condition WHEREAS, upon consideration of the Memorandum prepared in conjunction with the application and the attachments thereto, including staffs supporting analysis, any continents received, and all of the factors relevant to the special exception in Albemarle County Code §§ 18-4.2.3(b), I8-4.2.5(a), and 18- 33.49, the Albemarle County Board of Supervisors hereby finds that the special exception would not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to adjacent properties; would not be contrary to sound engineering practices; and (a) shier application of the requirements of Albemarle County Code_�_ 1R 42 would not forward the purposes of Albemarle County Code chapter 18 of otherwise serve the public health, safety or welfare: (b) alternatives proposed by the developer ar subdivider would satisfy the intent and purposes of Albemarle County Code F 18-4.2 to at least an equivalent degree; (c) due to the propery's unusual size, topography, shape, location of other unusual conditions, excluding the proprietary interest of the developer or subdivider, prohibiting the disturbance of critical slopes would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the property of adjacent properties; and (d) granting the special exception would serve a public propose of greater import than would be served by strict application of the regulations sought to be modified or waived. NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby approves the special exception to allow the disturbance of critical slopes associated with SDP202100011 Boys & Girls Club Driver's Education, subject to the condition attached hereto. I, Claudette K. Boigeisen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on May 5 2021, Ave Nay Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallck Y Ms. McKee) Y Ms. Palmer Y Ms. Price _ Y LC���� Clerk, Board of County S rvisors 1. The disturbance of critical slopes must not exceed the "Critical Slope Area Disturbed by Illoject(10.42 Acres)" shown in the Exhibit to the request entitled "Boys & Girls Club --Driver's Education: Critical Slopes Waiver -- Special Exception Request," prepared by Timmons Group, dated February 10, 2021, and last revised April 7, 2021. Inspection Activities Suggested Schedule • Aller several storm events or an extreme storm event, inspect lor. signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris: clogging of the outlet structures and any pilot channels: excessive erosion: sediment accumulation in the basin and inlet/outlet structures. tree growth on dam or embankment: the presence of burrowing animals, standing water where there should be Scmi-annual l\ none: vigor and density of the grass turf on the basin side slopes and floor: differential settlement: cracking: leakage: and slope stability. • Inspect that the outlet structures, pipes, and dowmstrcam and pilot channels are free of debris and arc operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annualli, • Check for sediment accumulation in the facility. • Check for proper Operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform) structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices: repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed Static Residual Hydrant Flow Hydrant lorenyethencro urs'"fnmary N this map are believatlb Ea accurate. may Mre Men cheated since tM W E revs. «any depi«bn apM%iGl don day add %hell not M used W the ,eery wle,Md plain dereminAon. S . jecaregirl lwm'ora 0 60 120 180 240 nglbamana Feet saddens, Ownership Not In service, ACSA Owned Not In Service, Private Ownershil In service, Private Ownership In Service, ACSA Owned s ACSA Fire Line SA Water Main tility Type Potable Water Aboade Cilli Service Authority �� c� -,� Albemarle County Hydrant Flow Date of Report ServiceAuth6rity 10/16/2019 '-J" Test Report n'o t,u!nryfwd PrYMea%Me. VA 22911 Ha lfil"m Location LAMBS LN Date and Time of Test 10/16/2019 10:53:00 AM 'Minutes of Flow 2 I Pipe Size (inches) 8 Amssure Hydrant 11653 Static Pressure (psi) Imo_ 106 Residual Pressure(psi) -� 91 1 1 Q20 Looped El Q20 Multiple Inline Hydrants 0 Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 11654 Pilot Pressure #1(psi) 53 Yellow 1 0 Test Flaw 1 1223 Flow Hydrant #2 Pilot Pressure #2 (psi) Yellow 2 El Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1223 AWWA Q20 Calculation(gpm) 3140 IINo value in Q20 indicates insufficient pressure drop for Q2n 08 a sole sprinkler lest.) Comments Hydrants opened all the way For metther of calculating pilot none, w th a red pollard diffuse: see ea. 13, walakl and Lutes aurae 1990 Journal Management and opeabna AwwA. For yellow regard diffusers, a Len rn third order pmynomlat equation ame Pound flow vs. picot pressure gauge is uaad. Estimated Consumption (gal) 2446 For use for water audit Signature of Tester: ee�v I ISO FIRE FLOW CALCULATIONS FOR BOYS & GIRLS CLUB - DRIVER'S ED SITE HMO YFU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS liopez@milestonepartners.co 434.245.5803 aN D ta/ a� Ot� 46 00 2 r/ LU W ZW 2 � OU a Z N oC O t U CRACG'iFJ. J. Rr1TARSRI � Lic. No. 0402048507 8-23-21 .e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 TYPE OF CONSTRUCTION: CLASS 2B CONSTRUCTION COEFFICIENT: F=0.8 ID ISSUE NAME DATE BUILDING SIZE: LOWER LEVEL 11,030 sf 1 FSP COMMENTS 05/04/2021 MAIN LEVEL 32,946 sf 2 FSP COMMENTS 08/23/2021 UPPER LEVEL 5,627 sf EFFECTIVE AREA 41,275 sf CONSTRUCTION FACTOR: C =18F (A)A0.5 C= 2,926 CONSTRUCTION COEFFICIENT: F=0.8 TYPE OF OCCUPANCY: C-2 LIMITED -COMBUSTIBLE 0= 0.85 OCCUPANCY FACTOR EXPOSURE (X) AND COMMUNICATION (P) X1+P1 = 0.14 NEEDED FIRE FLOW: NNF=[C][0](1+[X+P]) = 2,835 CONSTRUCTION COEFFICIENT: F=0.8 SPRINKLER REDUCTION = 50% NOTES AND TOTAL FIRE FLOW NEEDED = 1,417 GPM DETAILS 1 AVAILABLE FIRE FLOW: HYDRANT LOCATION 2 on property, adjacent to Lambs Lane STATIC PRESSURE 106 PSI RESIDUAL PRESSURE 91 PSI ACTUAL FLOW 1,223 GPM @ 68 PSI C100 MODELED FIRE FLOW 3,140 GPM @ 20 PSI HMR Yfu FIRST TEAM SPORTS INC. RUFFNECK BASKETBALL GOAL HUTCHINS❑N, KS 67501 PRODUCT SUBMITTAL 1-800-649-3688 www,f irstteaminc,corl CHOICE OF FIXED OR FLEX BACKBOARD BRACE SUPPORTS-- NOSECONE BACKBOARD ATTACHMENT FOR EASE OF ASSEMBLY 4.50' OD SCH 40 GALVANIZED PIPE 48.00 DEEP HOLE .00 DIA HOLE BASKETBALL GOAL DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) O � O PAINTED PER 2%MAX. 18' 4„ VDOT SPEC. 8' 1 5' 1 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES No Scale SIGNAGE NOTES: BACKBOARD SIZE 36'x54' TO 42'x72' AVAILABLE IN STEEL, ALUMINUM, FIBERGLASS OR CLEAR ACRYLIC `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. uSOLID WHITE LINE 24" l (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 6' 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL 12Q.00 SURFACE PER MANUFACTURER'S SPECIFICATIONS STEEL EDGING ��II IIIIIII ' IIIIII!I! .IIII ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 1 STONE DUST SECTION No Scale VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. r } , -WWI 11. *,1111 ' E 1 I. *,1111 TVAN 6'ABOVE ACCE88BLET-F 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. ADA PARKING SIGNS No Scale NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT EXISTING PAVEME H D- SAWCUT THROUGH U EX.SURFACE COURSE X w & REMOVE PAVEMENT MIN. \2' 2" + \ I EXISTING 1 PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3' CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale R= Y4" 3/16" THK. STEEL 4 '. CONTROL JOINT SPACED EDGING W/ 12" :p.. AT WIDTH OF WALK (MAXIMUM) STAKES @ 24" O/C 1/n" a ;.. EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK L 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. SIGN STD. U POST GALVANIZED ST TO BE IVEN SIGN AND POST DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% /VN ° a d G COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale 7-1/2" ANCHOR WITH /g" R,.n, IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 4" 21-B STONE GTH 0.5' FROM EP 6y d d 11III e 8 d'. ° + s EP/ OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12- WHEN ALONG SIDEWALK EP/Ff 1 " OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale }.2"„2„ R t CONIC CURB AND GUTTER CLASS 3A, (Pc=3,000 PSI) CONCRETE �j g" 4„ a d /CO'MPACTED COMPACTED � ° 74" 3,000 PSI AIR -ENTRAINED SUBGRADEd <CONCRETE �j a" SUBGRADE 4" TYPE 21B STONE 4 .a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN CONTINUE 21B STONE ACCORDANCE WITH VDOT STANDARDS. 4" MIN. BASE FROM ADJACENT e... PAVEMENT SECTION d, CONCRETE SIDEWALK PAVEMENT SECTION 1 No Scale H- —6" 1 7" I 2'-0" — VDOT STANDARD CG-7 CURB & GUTTER No Scale UNDER CURB 2" R COMPACTED SUBGRADE-� T 4" MIN. CONIC CURB AND GUTTER CLASS 3A, (PC=3,000 PSI) CONCRETE VDOT STANDARD CG-6 CURB & GUTTER No Scale 4„ VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 711 — CONTINUE 21 B STONE BASE FROM ADJACEW PAVEMENT SECTION UNDER CURB *THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DETH IS TO BE 18" AS SHOWN. 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale ^." ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A 1" INTERMEDIATE BASE COURSE - BM25.OA 1" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ d T 10" 3,000 PSI AIR ENTRAINED PORTLAND d I CEMENT CONCRETE 6" TYPE 21A STONE COVER / �� ��%///�\ \ COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 N D O2 ® 0 r � 2 • • G W Zx W � O � U a Z N w 0 TYTI Op v � > CRAIG W. J. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04I2021 2 FSP COMMENTS 08/23I2021 NOTES AND DETAILS 2 C 1 0 1 4" DIAMETEI AND VALVE WATER N/ARIFC ON-LINE (TYPE ')B)) PLUG VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK to METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2 BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 A .A. R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP o M.H, STEP TYPO O 6' 0 NOTE) MIN. GO' DIAMETER MANHOLE REQUIRED. 61 MANHOLE PVC CROSS 0 USEAPPROVEDFLEXIBLE RUBBER Q�OG' _ GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY i-90" RESTRAINED HEAD 31PE NT 011. As.4'" " ° • MAIN 1. SEWER o''.'•a 4.n .4'n •1s.°'• PIPE 4 PLAN PROFILE MIN, 6' BEDDING WITH N0, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T.S. FIG. S-1-C2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES - 10't-- 10'i I s' I I ..,. I I_ S' _ I n V WATER SEWER 3 A 02 £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM M SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT ❑F WAY, UTILITY LOCATIONS & EASEMENT WIDTHS ST-1 *4,GRADE 60,RE►FORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL F71REINFORCING ROD TYPICAL SECTION SEE STAlDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MI-1 FRAME •COVER NOTE: 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 DRECTED BY THE ENGINEER. a%•• 2'_0• 6 L IU o ID wF u� •• T� FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY B' SUBSTITUTED TAPERED O WHEN APPROVED SECTION BY NOTES: STEPS WILL BE REWIRED IN ALL STRUCTURES WITH A DEPTH OF ~ 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. / ALL STEPS SHALL PROTRUDE 4,/2' FROM INSIDE FADE OF 9R STRUCTURE WAN. MAXIMUM STEP SPACING TO BE IS" C-C. STEPS SHALE WITHSTAND A WANT FORCE OF 300 POINTS WHEN p, EXTENDED 4/(' FROM THE FACE OF THE SUPPORT. B61 STEPS ARE TO BE VERTICALLY A-IGED AND UNIFCRMALY SPACED T" FOR THE ENTIRE DEPTH OF ANY STRUCTURE. ' 0 IN PRECAST UNITS STEPS MAY BE CAST IN PLACE MNTO HOLES PROVIDED BY THE FABRICATOR. OR DI{NEN.EN. $ IF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRODDED THEY MEET - THE MINIMUM REQUIREMENTS SHOWN HEREON AD THE N a CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND 0'b' CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE - m OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SUP -RESISTANT "aj SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH • B221, ALLOY ST5. THAT THAT PORTION OF THEHE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATNO CONFCRMNG TO FEDERAL SPECIFICATION TC-C-00498A. TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION YMIlag..l.mmm I`I,.....L�- �� I'll,= == WMUD �•���� DIAMETER 4'-5"+Cl z WALL TNCIOESS) ' SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK NITS FIG. W-1 HALF PLAN VIEW 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 0.755 1.699 8 0.9 0.755 1.961 7 1.0 o.]es 2.223 8 1.2 0.755 2.485 9 1.4 0.765 2.747 10 1.6 0,755 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 77 2.5 0.970 4.179 R 2.B 0.970 C541 75 3.1 0.970 4.903 18 3.4 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 0.582 T C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 510. 3'S' 2' 3'1' S'0' 'B' 3' 5' MIN, 4' 5' MIN. 12' MIN. 6, MIN GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. iB DOOR HINGES _ I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - VARIES TYPICAL METER VAULT N.T.S. FIG. W-7A VAF VATER MAIN LM.J. FITTING 411 DIP RESTRAINED JOINT FITTINGS MH-1 FE-CL TOP AND BOTTOM SELVAGE TO BE TENSION WIRE "7 BARBED. GALVANIZED COIL WIRE STRETCHED `GROUND LINE POST LINE I OBTAIN TRUE QUANTITIES. 2. ABASE THICKNESS OF 9• WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. S.IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM SIDE VIEW 75' DIAMETER DRILLED POLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36, ALUMINUM ACCESS HATCH VE BOX TO METER BOX (SEE FIG. W-1 THRU W-7E). � I ` 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: " GATE VALVE WILL BE 4" UNLESS OT14ERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECT AT MAIN WITH X'5:411 TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. " REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 250D P.S.I. CONCRETE. END/CORNER P 10.-0. CONCRETE FOOTING LARGE METER SERVICE LINE NTS FIG. W-6C NOTES: SEE GENERAL NOTES -FENCING FOR ADDITIONAL DETAILS IS 1 CH FENCE FABRIC AND INSTRUCTIONS 'ENSIGN WRE WITH RINGS APPROX. A MOISTURE -EXCLUDING CM IS REQUIRED ON TUBULAR C-C POSTS. S.. + T. MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. CORNER BRACE - TO BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15- OR MORE. LINE BRACE - TO BE USED WHEN VERTICAL ALIGNMENT Mlt GAUGE X T' CHANGES 15' OR MORE BEVELED GAL- - END/ CORNER POSTS SHALL BE USED WITH ALL LINE VARIZEO STEEL AND CORNER BRACES BRAD WITH v, BRACES SHALL BE INSTALLED HALF THE HEIGHT ABOVE THE BOLT M NIT. GROUND LINE OF THE POST WHEN A TOP FAIL IS USED, OR 'END/CORNER TWO THIRDS THE HEIGHT ABOVE THE GROUND LINE WHEN A POST TENSION WIRE IS USED IN LIEU OF A TOP RAL. CHAN LINK FENCE GREATER THAN 6 FEET IN HEIGHT SHALL BE SUBMITTED TO THE STANDARDS M SPECIAL DESIGN SECTION FOR APPROVAL. I GATE POST p' MIN. O.D. .r GATE POST POST TYPE MINIMUM PIPE SIZES O.D. LINE POST 2.375" END/CORNER POST 2.875" GATE POST (SINGLE SWING) W < Eft. 2.875" GATE POST (SINGLE SWING) W > Eft. 4.00" GATE POST (DOUBLE SWING) 2.875" BRACE 1.66" GATE FRAME GATE GROUND LINE IOTINGTE SINGLE SWING GATE PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� o ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID II z � - N M.J. GATE VALVE 1'l'6113a1E�� � 7_�tct� 2500 P.S.I. CONCRETE b' n 2'x 2' BEARING AREA. THRUST BLOCK 4 a o b NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVA71ON OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2- SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29 Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL V IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET PPE ECTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TOINVERT PIPOF A NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') b?r "-22" 7 CU. FT. -VALVE BOX #68 STONE-1 1I >s.'� I I�•� I�o���6,. GATE ° • • .' VALVE TallEE x 6., TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 to OC O ® w 0 r � 2 0 W zW 2 � O U a z w 3 O REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION Y T ov" 8"MIN 24"MI INITIAL BACKFILL* 1 Cl EMBEDMENT (6" LIFTS) C * THOROUGHLY COMPACTED ( SPRING LINE BY HAND OR APPROVED cxAlGw J. IsarAltslcl OF PIPE MECHANICAL TAMPER Lic. No. 0402048507 HAUNCHING 5-23-21 w�1 NO. 68 STONE - BEDDING 4" min$sON'r6� OUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 05 BAPS a 8" C-C TYP. 7. D.- A A STRUCTURE SIZE AND WALL THICKNESS V/RES SECTION A -A SECTION B-B NOTES: 1. THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SUNS SHALL BE 5' TO IT WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICOBLE STEPS ARE TO BE STAGGERED ACCORDINGLY TO WALL THCIQESS SHOWN FOR WAo.In"" arAwlrve "u nccry "R.ww lA IV "" IR UIPMCI CR NYV I..,.I Ur �IVRL. "RVRLR "RIIiR, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE A I S BIAS • 8 C-C TYR CONCRETE. - '' CONCRETE %,, MIN. I _,{j':';;'; •. SHILL BE LEFT SMOOTH BY (EARS OF HAND TROWELLING. NONE 1 �/, 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE 6. ALL CONCRETE TO BE GLASS M. j r FOOTING ROUND ROD •j'' ALTERNATE ANCHOR DEVICES OF THE COARSE AGGREGATE SHALL REMAN EXPOSED. __ a O.ASS A3 (3000 PSI). RECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE N ACCORDANCE WITH MSHTO M31. .. .. :..' . '. ,r :��^. %�. ,i :,i.. � �.: *,�..'• 7. WHEN SPECIFIED ON PLANS THE MAY BE USED IN LIEU OF SETTING POST IN CONCRETE. ) DETALS OF AVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE n PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED -� 3. ACCESS OPENINGS MAY BE 30" DIAMETER OR 3D' SNARE. WHEN STRUCTURE WIDTH IS INVERT IS TO SE SHAPED N VAR, 10',12'.14' DEVICES SHOWN PRE I INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET MD OUTLET LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING A PLACING REPRESENTATIONAL ONLY. .1I1TIU, 12" If (��] CONFNEItATION MO FLOW LINES. SECTION B-B 30" LONG) SHAPING iS ALTO BE INCIDENTALO IN THE BD SEE GENERAL NOTES. "`���••• DOUBLE SWING GATE PLAN TYPICAL PRECAST UNIT PRICE FOR THE STRUCTURE. ALTERNATE ANCHOR (TO BE USED WHERE SWINGING CLEARANCE IS LIMITED) METHOD OF TREATMENT IN MANHOLES DEVICES NVCX]T SPECIFICATION XVDCTr `VDOT SPECIFICATION XVDO-r SPECIFICATION XVDC3T SPECIFICATION REFERENCE MANHOLE FOR 1211 - 48" PIPE CULVERTS ROAD AD BRDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD FENCE REFERENCE ROM AM BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE ROAD ARD BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE ROM AND BRIDGE STANDARDS MANHOLE & INLET INVERTS MANHOLES AND JUNCTION BOXES REVISION DATE SHEET 1 OF 1 REVISION GATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE CHAIN LINK 507 SHEET 1 OF 1 REVISION GATE SHEET 1 OF 1 REVISION DATE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 06.09 108.01 503.04 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 507 708.08 VIRGINIA DEPARTMENT OF TRANSPORTATION D8.14 VIRGINIA DEPARTMENT OF TRANSPORTATION PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 NOTES AND DETAILS 3 Cln2 HMR YFU (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSI TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES ARABLE 0°-360 TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDINGTO PLANS GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN. BASED ON J 4' MIN17 MANUFACTURING REQ.) NYLOPLAST 15" DRAIN BASIN: 2815AG X (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE O° 360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4"- 15"FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL, (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), 4"- 12"FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL, r PVC DWV (EX: SCH 40), PVC C90O/C905, CORRUGATED & RIBBED PVC ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C90O/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE R 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. GRATEOPTIONS LOADRATING DRAWING# PEDESTRIAN MEETS H-iD 7001-1102= STANDARD MEETS W20 7001-110.2W SOLID COVER MEETS H-20 d12MOGPB 7001-910204 PEOESTRIAN BRONZE NA 7001-110205 DOME NA 7001-1102Da T001-110.021 WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 18" MIN WIDTH GUIDELINE 8'MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. 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. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6' MIN. BASED ON MANUFACTURING REQ.) 4" MIN GRATE OPTIONS PART # DRAWING# PEDESTRIAN 15NCGP 7001-11D207 STANDARD 15WCGSSOLID COVER MMEFTSWO 1599CGC ]001-11PEDESTRIAN BRONZE1599CGPB 7001-110210 DOME 15WCGD MI-11MIl 1501DI 7001-110079 1- GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7 1 . GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A535 GRADE 7G50-05 0.5005, , WITH THE EXCEPTION OF THE BRONZE GRATE. WITH THE EXCEPTION OF THE BRONZE GRATE. THIS HAS PROPRIETARY THE WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE THISPRINTHAS PROPRIETARY MATS. THE WHICH DRAWN BY EBC MATERIAL SUFORD, CA 3051 AVE 2 -FRAMES SHALL BE DUCTILE IRON PERASRA A536 GRADE 70.5005PRIM 2 -FRAMES SHALL BE DUCTILE IRON MR ASTM P536 GRADE 708005 NRPOSSESHAS PROPRIETARYRIGHTS. THE RECEIPT BUFORD, GA30518 ORPO POSSESSION IO PROPRIETARYRIGHTS. THE RECEIPT BUFORD, GA30518 3- DRAINBASINNE BED FOR STOM SIN OVER MANUFACTURED DUETO TO PLAN DETAILS. ORANSFE OR LICENSE THIS USENT OF THE DESIGN r CONFER DATE OY29.Ofi { FAX( o)932-2490 3- RISERSDRAIN ARESIN TO BED FORBSISTOM N OVER RED ETOSHINGTO PLAN DETAILS. ORANSFE OR LICENTHIS SE DOES THE DESIGN O DATE OY30-06 7�T PHN(no)9U.2443 RISERS ARE NEEDED FOR BASINS OVER84'DUETOSHIPRNG RESTRICTIONS. TRANSFER OR LICENSE THE USE OF THE DESIGN OR N�T1� laSl FAX (770)932.2490 RISERS ARE NEEDED FOR BASINS OVER 81'WETO SHIPPING RESTRICTIONS. TRANSFER OR LICENSE THE USE OF THE DESIGN OR j, 10 last FAX (T701932.2490 SEE DRAWING NO.7001-110005 TECHNICAL INFORMATION SHOWN HEREIN ✓ WWW.nyloplaN-uE.wm SEE DRAWING NO.7001-110065 TECHNICAL INFORMATION SHOWN HEREIN Y P W .nyloplafil-ufi.wl REVISED BY NMH PROJECT NOUMAME REVISED BY NMH PROJECT NO.NAME 4 -DRAINAGE CONNECTION STAB JOINT TIGHTNESS SHALL CONFORMTO 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHAM CONFORM TO REPRODUCTIONOFTHIS PRINTORANYINFORMATION TIRE REPRODUCTION OF THIS PRINTMANUFACTURE ANV INFORMATION TITLE ASTN-12 D3212FOR SEWER.CORRUGATED HDPE (ADS N171HANCORDUALWALL), ARTICLE IEFROMONR THE DISCLOSURE TO ASTIR P,& PV3212 C HIDE (ADS N-1TMANCOR OVAL WAll), ARTICLECONTAINEDHEREREIRORMANE DISCLOSURE RE TO N-12 HP, & PVC SEWER. ARTICLE HEREFROM,FNTHE OISCLNURE TO OTHERS �� 0Y111fi 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N-12 HP,&PVC SEWER ARTICLE HEREFROM, FOR THE DISCLOSURETOOTHERS DATE OY1416 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 3800. TODEMRMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 5-ADAPTERS CAN BE MOUNTED ON ANYANGLE O° TO 3W.TODETERMNEMINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC MITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001.11GG12. PERMISSION FROM NYLOPLAST. NmaxvuxNwsr DW'GSME A SCALE 1:20 SHEET IOF1 DWG NO. 7001-110-189 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. PERMISSION FROM NYLOPLAS F Nola xnaun DWG SIZE A SCALE 1:25 SHEET 1OF1 DWG NO. 7001-110-190 REV E NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. I MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE ACCORDING TO MANUFACTURER PLANS/TAKE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 36" FOR CORRUGATED HDPEADSIHANCOR(ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDP�EIII SHE\DOWN) *OO°� 1 - IT-30' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 701 2 - 12' - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7D50D5. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110 065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N121HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4--3F). 5 - ADAPTERS CAN BE MOUNTED 0' TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. 6. iT-24- PEDESTRIAN GRATES SHALL MEET FH70 LOAD RATING. 30' PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING NO. 70DI .110-144 FOR H-20 TRAFFIC LOAD GUIDELINES). 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE 8 MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (6)ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLE 0°-360° TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLAIDS SEE DRAWING NO. 7001-110-111 FORNON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 4' MIN ON 12'- 24ACCORDING TO PLANS VMIN ON 30"836' (6- MIN. ON 12'-24', 10"MIN. ON 30" & 12" MIN. ON W *. BASED ON MANUFACTURING RED.) 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 12'- 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS7TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- W FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8'. V STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005. 2 - 12'.3v FRAMES SHALL BE DUCTILE IRON PER ASTM A636 GRADE 705005. 8' & W STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OFA PVC BODY TOP. SEE DRAWING NO.70OMM-00. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS CVERB4'DUE TO SHIPPING 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER (fi, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE IARl4BLE 0°-960° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDING TO TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 4" MIN ON 8" - 24" (3) VARIABLE SUMP DEPTH 6" MIN ON W & 36" ACCORDING TO PLANS (6" MIN. ON 8" -24", 10" MIN. ON 30" 136" BASED ON MA UIF CN. N RING REQ.) 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. 4"MINC 6" MIN DRAIN BASIN (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE ACCORDING TO PLANSRAKE OFF) NON TRAFFIC INSTALLATION ..� „RUSHED 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. INLINE DRAIN ER 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 8 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CIA MATERIAL 31MWROMAW NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER SFER OR LICENSE THE SE F THE DESIGNON DATE 9.30.99 PHN(770) 932.2443 Nylo last w .yloplafitusa TECHNICALNFORMATION SHUOWNOHEEIN REWSEDBY NMH PROJECT NOJNAME TITLE REPRODUCTION OF THIS PRINTNANV INFORMATION CONTAINED HEREIN, OR MANUFACTURE OEM ARTICLE HEREFROIM, FOR THE DISCLOSURE TO OTHERS DATE Obi1-06 DRAIN BASIN& INLINE DRAIN NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAS F. Non N. DWG SON A SCALE 1:25 SHEET IOF1 DWG NO. 7001-110-111 REV E NYLOPLAST DRAIN BASIN WITH SOLID COVER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDEUNE 8" MIN THICKNESS GUIDELINE �� (6,7) CONCRETE LOADS: CCRETE SLAB DIMENSIONS ARE FOR 5 ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLE 0°-38V TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. PLAIDS �� (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 8' - 24" ACCORDING TO PLANS AVAILABLE:4'-36"FORGORRUGATEDHDPE 6'MIN ON 30"836' (6'MIN.ON8"-24",10"MIN.ON30" (ADS N-121HANCOR DUAL WALL, ADSIHANCOR _zz//kj 812' MIN.ON 36' SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), 'St BASED ON MANUFACTURING RED.) PVC DWV (EX SCH 40), PVC C9001C905, m ,, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC y ""'v� m GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, * WATERTIGHT JOINT tl CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) 'T BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 8" - 36. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8' -30 SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - IT- So, FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8' & IT SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF APVCBODYTOP. SEE DRAWING N0.70D1-110045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDINGTO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER&'DUE TOSHIPPING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERNAAVE 8 4- RESTRICTIONS. CN ESEE DRAWING ONO. 700 HNESS SHAM CONFORM TO THIS PRINT DISCLOSES SUBJECT MAT TER IN WHICH DRAWN BY EBC MATERIAL 313OE GA SAVE RESTRICTIONS. SEE DRAWING NO. 7001-110065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 313OERNAAV8 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRIM GOES NOT CONFER, DATE 4.20-07 PVC PHN (770)932-2M3 ASTM D3212 FOR CORRUGATED HDPE (ADS NiTHANCOR DUAL WALK, OR POSSESSION OF THIS PRINT DOES NOT CONFER, GATE 1-23-06 PHN (770)932-3M3 ASTM D3212 FOR CORRUGATED HDPE (ADS N127WWCOR DUAL WALL), OR POSSESSION OF THIS PRIM GOES NOT CONFER, DATE 0NiM7 PHN(770)932-2M3 TRMSFER,NLICENSE THE USE OF THE DESIGN OR �T�7 p FAX N-12 HIP, SEWER(4"-SIT). TRANSFER OR LICENSE THE USE OF THE DESIGN OR �T�7 FAX N-12 HP, PVC SEWER(4--3F). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR �1 • FAX (770)932-2490 TECHNICAL INFORMATION SHOWN HEREIN Nylo last WwWnyl6pla64ufi.can 5- ADAPTERS GAN BE MOUNTED ON ANY ANGLE V TO 300°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN 1�Tylo �laSt wwwnyl6plaet-ufi.cwn 5-ADAPTERS CAN BE MOUNTED ON ANYANGLE O°TO 360°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN l�ylO last Www.nyl6plasbuss REWSED BY NMH PROJECT NO.INAME REVISEDBY NMH PROJECT NOJNAME REVISEDBY NMH PROJECT NO.NAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70DI-I10012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7DD1-110012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06-12-18 DRAIN BASIN WITH PEDESTRIAN GRATE 6- IT. 30' STANDARD GRATES SHALL MEET Ha LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06-12.18 DRAIN BASIN WITH STANDARD GRATE 6-1Y-30-SOLID COVERS SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06-12-18 DRAIN BASIN WITH SOLD COVER ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 7-8-&TO- STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETML 7-B'& 1PSOLJD COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ONLY: NO CONCRETE COUAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN NO CONCRETE COLAS NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. omla xnalTAtt DWG SIZE SCALE 1:40 SHEET IOF1 DING UST G NO. 7001-110-283 REV E PERMISSION FROM NYLOPLAS . DWG SIZE A SCALE 1:40 SHEET 1OF1 DWGNO. 70011101" REV J PERMISSION FROM NYLOPLAST. om1311na DWG SE A SCALE 1:40 SHEET IOF1 DWG NO. 7001.110-M REV E GENERAL PS-1 PB1 NO PROJECTION OF PIPE ABOVE GROUND LINE DI-3A 3B, WJ EXPANSION KEYED _FXPAusxw .InuT 3'-10" %-coiu iAr`nvi?o MET -. Y JOINT COAST, BIAS D3 �i. rAPPROM NYLOPLAST DRAIN BASIN MAINTENANCE METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE APPLICABLE HEIGHT N COVER RANGE NOTED N THE STANDARD PC-1 TABLES INLETS TOP OF FILL TOP OF FILL TOP OF FILL OTHERWISE NOTED ON THE PLANS Nyl plast® ,a,°R Mfi ANCF@OR., N.I6ES 6TEMS.7W�- D - System rotl,ay - 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE x GROUND LEE x GROUND LINE x = 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOL. _- rrrr. .rr. rrrrrr rrrr _ r r' CIRCULAR PIPE rrrr rri rrrr rrr - off r -II rr rr p EARTH -I� rrr rr d K OR rr L 0- OUTSIDE DIAMETER OF NE. o r r o r / NYELOING N SOIL 2. d - INSIDE DIAMETER OF PIE. 3. X •WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. T = 31 < a X 12" WHERE tl IS LESS THAN 36". 7 EARTH BEDDING MATERIAL X . 18 WHERE tl IS 38 AND GREATER. MIN. MIN. 1/10 D MIN. 1/10 D X D X BEDDING 1/10 D X D X BEDDING 4. WHERE DIRECTED BY HE ENGINEER. REDOING MATERIAL MAY BE ELIMINATED FOR MATERIAL MATERIAL X D X EARTH ETH FOU RATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 151OR LESS. PER 1.OF H a••,MAX. 2a•' FOUNDATION SOFT, YIELDING, OR 5. ALLFOUNDATIONTYPES FOR ROUTINE ENTRANCE PIPE <XCEEPPTIPLASTICLIPPER30-ANND NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITAB LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. Nyloplast Drain Basin 6. BEDDING MATERIAL NO CLASS I BACKFILL MATERIAL MAY BE ELMNATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. MBITYP.TBTCP COTAldP.8'BYIOOR IN IN PLAN 61 M 10' MAX. 20' f B 6 30 �s a BM SECTION A -A KEYED COAST. JOINT ' DUMPED y GUTTER I /DBMS A %MPROACH ELLIPTICAL PIPE MIN. 1.5 x 0 1 MIN. 1.5 x 0 MN. 1.5 x 0 MIN. 1.5 x 0 MIN. 1.5 x 0 MIN. 1.5 x 0 , TOP OF FILL TOP OF FLL TOP OF FILL - - - - - - - - - - - - - - m • . I_ ________ -j•' 1. S, - OUTSIDE SPAN DIMENSION OF PPE. B S G 1 6 88CkPPOBnd' - - - ->- - - 2. 52 • INSIDE SPAN DIMENSION OF PIPE. x BIAS F BARS E it • 3. R - OUTSIDE RISE DIMENSION OF PPE. o /rrr/nl .rrrrrr. •.....:: = 1 'AL3" DIAMETER B • • BIAS E •v / r, rrrrrr ••••• _ 14B rr���rrr- WEEP HOLE BIAS BThe Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom 4. X - WIDTH OF CLASS IAACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. = frrr:_ ;{rrrr. /rrr rJrr/rr rXrrrrrrr//r = FRONT ELEVATION�FX - 12" WHERE S2 IS LESS THAN W. _ �� rr ;:}}}} .• :+ rrr rrr ,:{ - /rrr (GUTTER REMOVED Ir:manufactured according to the plans/takeoff specified by the site engineer. NylopL3st Drain Basins have a quick X - 18" WHERE S IS 38" AND GREATER = r :::::•:••: -J rrrr/ D FOR0 :. GROUND T r rrrr. 0 • r// O rrrrrrrr. _ GROUND production time, creates water tight connections, and provide simple and quick installations. 5. NORMAL EMHEFONDATIONSBY THE DIUNDEER "ROUTI E ENTRANCEEDDING MATERIAL MPIE WHE EAY BE I"S2ES 38" OR ?r•'. •:•:• LINE p =_ :N v rrrrr.} LINE c -LINE W- _ SXI/•" BENT KATE SECTION B-B LESS AND HEIGHT OF COVER 15-OR LESS - 1 i+'�'•f"' = o = 8 a 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FORInstallation shall be in accordance with Nyloplast installation procedures and those issued by local ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND c ? EMTH ROCK OR HEIGHT OF COVER 1S'OR LESS. MIN. 1/10 .0 - UNYIELDING - � TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-] STNOARDS.�;-;' L21/z'XIU2'#/j' building/construction regulations. The required minimum sunup located in the typical installation is for MIN. 1/10 D % O X BEDDING /i• PER SOIL - •' •VM12EMATERIAL 1"OF H X 0 % MINBEDDING rr TYPE B NOSE DETAIL SHALL BE USED WITX CC-2 & CC-8 STANDARDS. TYPE A TYPE B I/i' X 4" STUD SHEAR CONNECTOR WELDED manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the PIPE ARCH MIN. 8", BEDDING MATERIAL EMTH GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO MOLE IRON AT 2' C-C. MAX. 24" MATERIAL CONNECTORS AND IS TO BE ANCHORED WITH %y' X 4" STUD SHEAR structure could require some maintenance. 1. S - SPAN DIMENSION OF PPE. FOUNDATION SOFT, YIELDING, OR WELDED TO BENT PLATE AT 2-C-C. NOSE DETAILS NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ..2 2. R RISE DIMENSION OF PIPE. 1 I PR. PAVEMENT Maintenance Recommendations 3. B -BEE PC-1 TABLE FOR APKICISLE PIPE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH DI-3A L 0I-38 L DI-3C L WARPED PAVEMENI ® SECT ON 302 OF THE ROM AND BRIDGE ® EMBARKMENT NOTES: I^ -I 4. x - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE RIPE. SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING. - 12" WHERE S2 G LESS THAN 36". CLASS I BACKFILL MATERIAL IN ACCORDANCE REGULAR BACKFLL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS -------- WITH _ • x - 18' WHERE S "' - - - - - - Over the span of the first year of a new installation visually inspect each basin every 2 months or after 2 2 G 38" AND GREATER WITH SECTION 302 OF THE ROAD AND BRIDGE I u WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. 3; S x 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR SPECIFICATIONS. ON SHEET 10].00. FLOW pLpyJ W 1'-0" storm events once the site has stabilized. I JDs NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 35" OR FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL LESS AND HEIGHT OF COVER 15'N LESS. irrrr FOR PLASTIC PIPE r.rr. IN BRIDGE SPECIFICATIONS. WITH SECTION 302 OF THE ROM CRUSHED RCLASSEQUIREMENTS CONFORMING TO THE • Check for obstructions and debris at the openings of the grate and remove as needed. ® 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY SIZE REQUIREMENTS FOR CRUSHER RUN I I 1 DETAIL WHEN USED AND BRIDGE SPECIFICATIONS. • B. REGULAR BACKFILL MATERIAL MAY IN USED IN LIEU OF CLASS BACKFILL MATERIAL FOR OVER PIPE AND 8" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE After cleaning the surface of the grate, remove the grate from the frame. ALL FOUNDATION TYPES FOR RNTINE ENTRANCE PIPE WHETS S IS 35" N LE55 AND IN 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. FOR USE ON GRADES ADJACENT TO CURB Once the to is removed from the frame, check for obstructions and debris inside the basin (including the HEIGHT OF COVER 15' OR LESS. S ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE OR USE IN SAGS WITHOUT GUTTER • grate �• g SPECIFICATIONS. BOTH SIDES TO BE SYMMETRICAL sump and inlet and outlet pipes) and clean out as needed. SPECIFICATION VI�T vpQT H N DRAWING IL H SPECIFICATION VDOT SPECIFICATION • •vacuum truck is best for the removal of debris when necessary. After the collection ofthe debris, it shall REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAD AND BRIDGE STANDARDS RDADM AND STMDMDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD•ABRIDGE STAOARDS STANDARD CURB DROP INLET REFERENCE be disposed of according to the local environment requirements. 302 GENERAL NOTES REVISION DATE SEET 1 OF 1 SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET I OF z REVSION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z33 • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 07.00 07.01 07/19 VIRCINIA DEPARTMENT OF TRM SPORTATION 303 04.09 0a/10 VMGIMA DEPARTMENT OF TRANSPORTATION 302 flush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 LA D O2 0 o • • 0 W UJI 2 OU Z 3 O �,Y p'aa3 C -0 4o ty (r7 , CRAIG W T. KOTARSKI y Lic. No. 0402048507 olb8-25-21 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 NOTES AND DETAILS 4 C13 OWNER: JACKSON, FRENCH T & ESTELIA BARNES / ZONING: RURAL AREAS / TAX MAP PARCEL ID: 04400-00-00-036A1 PRESENT USE: VACANT RESIDENTIAL LAND / \ 1 / \ \ 2 ❑3 �\ II I / \ / �\ 0 - 1 ` © I-- � � 1 '00- / \ I / \ I \ I i \ \ OWNER: SLUTZKY, DAVID OR MELISSA ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-034CO SUBJECT PROPERTY PRESENT USE: SINGLE FAMILY RESIDENTIAL ` OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD \ ZONING: RURAL AREAS \ ` TAX MAP PARCEL ID: 06000-00-00-07BAO PRESENT USE: PUBLIC SCHOOL(S) \ \ 15 I I I 1 16 I I � I 1 17 I OWNER: GUERLAIN, STEPHANIE A E & 100000 I ROBERT J HASCHART ZONING: RURAL AREAS .0000 — I TAX MAP PARCEL ID: 06000-00-00-07700 I PRESENT USE: VACANT RESIDENTIAL LAND — 1 _ /00000018 00000 OWNER: KALERGIS, DAVID & MARY M \ KALERGIS \ ZONING: RURAL AREAS / I TAX MAP PARCEL ID: 06000-00-00-077A2 PRESENT USE: VACANT RESIDENTIAL LAND 1 / \ I i / I ' 1 \ IOWNER: GEORGETOWN GREEN HOME OWNERS ASSOCIATION \ I ZONING: R6 RESIDENTIAL \ TAX MAP PARCEL ID: 060FO-00-00-00200 \ PRESENT USE: SINGLE FAMILY ATTACHED HOMES /\ 14 II SCALE 1 "=200' 0 200' 460' YMU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN OC O= ® �° •il (A • G W z Li" _ OU � a Z O CRMG W J. KUFARSx1 Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID OWNER ZONING TAX MAP PARCEL ID PRESENT USE 1 THOMPSON, NEIL D RURAL AREAS 06000-00-00-08OC1 SINGLE FAMILY RESIDENTIAL 2 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-08000 VACANT RESIDENTIAL LAND 3 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-07900 SINGLE FAMILY RESIDENTIAL 4 KRASNEGOR, DANIEL G RURAL AREAS 06100-00-00-002BO SINGLE FAMILY RESIDENTIAL CAMPOS, JULIO CESAR & MIRNA 5 RURAL AREAS 06100-00-00-004AO SINGLE FAMILY RESIDENTIAL ADRIANA PENA 6 LOVES & FISHES FOOD PANTRY INC. LIGHT INDUSTRY 06100-00-00-00500 DIST. WAREHOUSE 7 CONNECT CHURCH RURAL AREAS 06100-00-00-00600 CHURCH WELLONS, HARRY A JR 2011 8 IRREVOCABLE TRUST & 2012 Cl COMMERCIAL 06100-00-00-02500 COMMERCIAL FLORENCE L WELLONS IRREVOCABLE TRUST CARR WOOD PRODUCTS LLC C/O 9 COMMERCIAL OFFICE 06100-00-00-02700 MEDICAL OFFICE MANAGEMENT SERVICES CORP 10 1 MULTIPLE OWNERS I COMMERCIAL OFFICE 127A1/27A2/27A3/27A4/1 MEDICAL OFFICE 27A5/276 11 HYDRAULIC RIDGE SURGICAL R10 RESIDENTIAL 06100-00-00-03600 MEDICAL OFFICE PARTNERS LLC 061W1-01-00- SINGLE FAMILY ATTACHED 12 MULTIPLE OWNERS R4 RESIDENTIAL 00100/00200/00300/00 RESIDENTIAL 400/00500/00600 14 STOKE, CHARLES B OR SUE S RURAL AREAS 06000-00-00-076DO VACANT RESIDENTIAL LAND DETERT, JAMES R & NATALIE R 15 RURAL AREAS 06000-00-00-076D1 SINGLE FAMILY RESIDENTIAL DETERT 16 KENDALL, DAVID B OR TETIANA V RURAL AREAS 06000-00-00-070YO SINGLE FAMILY RESIDENTIAL TERRY, SHERWINZABETH H JR OR 17 RURAL AREAS 06000-00-00-070X0 SINGLE FAMILY RESIDENTIAL ELIZABETH M 18 ABIDIN, MARY LOUISE RURAL AREAS 06000-00-00-070MO SINGLE FAMILY RESIDENTIAL COOPER, JAMES M OR V SHAMIM 19 RURAL AREAS 06000-00-00-070M1 SINGLE FAMILY RESIDENTIAL SISSON ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 EXISTING CONDITIONS PLAN - OVERALL C2mO \ \ \ \\ I I I I I I I \ \ \ \ \ \\ \ \ \ \ \ \\ \\ I I I 1 / / 1 / l I IN 554.10'8"PV NW \ % \ / , \ \ \ \ I I / / / I / I / \ Z"", / \ I / \ \ \ \ \ \\ \ I I I I I � \\ \ \\ \\ \ \\ \ \ \ \ \ \ \ \\l l l / / /I / I / \ \ \ \ iC / \ \ \ e / I I\\ \ \ \ \ { 1 \ \ I I\ \ \ \ `,\\ \\ \ \ \ \\ \ \ I I I l / I (/ II I � \ \ \\ \/D i \\ \ \\ \ Ilk, �C� / {\ \\\ \ \ \ {\ I r / \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 I I I / I I I I / \ RDHAUSE \ \ \\ II FFN,P \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I , , EX. fi5' POWER \ I / \ l \ d0kC. 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WETLAND) �::K.::'/ / .:.:;x;:;.' :a a:; :::':' - - - _ _ , - - DATE 05/04/2021 08/23/2021 r I / , .�: /./:)' 5�-- EXISTING \\ I �::: '' : .: / /-' ,. '\ J . '. :.;...:.. � I / f'rF: f:' `%`f.; //1 _ \\/- CONDITIONS / I I .::�::; :':•: {:/:i;�:;:.r.:/:r:!:/::! �'/ -517-- TAIL PLAN -DETAIL 1 \ y::'. /: SCALE 1 "=2' / - / _ � - - - - / ':i::>'' . ' 0 20' 40' ® - - - _ / / - r .. !./: x ,!.' ,.X.;/'i. :' / 1 1 - -30" GAP 5 / \C2m1 ,�, �11 \ / 1 G SO CURB INLET �I- - _ - _ _ - - - - y,✓ .',rX :.-1:;:;,;,;,:::, .// /.;.;✓...' / \ C& TOP 5\32.30 ✓::::' :, ,> , . .1 .1 .... '. ,. /;:.':✓:i::::i: a I , \ \ / I / _ - , _ - .� /; j: i': �:/;:' / \ _ -5}4 - - - _ _ - ' \ ' •. � : 1 IINVYN=. 28.658"PVC SW :'.::: '' :: :::•:;.' .;..". ,:... / / - / \- - 7NVOU,1•=5278315"RCP(NW) : :;:;.;.,1. /....:. r i,;.;.;,:..::: /.; ✓, / C�✓�h eQ/C, / I I I II 1 GGFTjo'l/ y / I I 'I 2 O SD CURB INLET TOP=560.76' / . lNV 1N=559.07' " TC ( \ SD INL /GRATE \ II INV 1N=558. 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I1 t 1 \, _ / // "Y!/ / 1 \� SCALE 1 "=20' 0 20' 40' HMR Yfu © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN O ® 0 •il (A • G W z Li" _ � O � U a ' Z N r v CRAIG W. J. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04)2021 2 FSP COMMENTS 08/23/2021 EXISTING CONDITIONS PLAN - DETAIL 2 C2m2 \ \ \ \ \ 1 I I I I I I \ ` \ \ \ \ \ \ \ \ \ \ \ \ I I / I / / I I , / I \ `\ \ \ \\ I \ \ \ \ \ \ \ \ I, I I I I \ \\ \ \♦ \\ \\ \\ \ \ \ \ \ \\ \ I I / / III // l / I \ C \ \ \ I 4k, I C \ \ \ \ \ \ \ 1 1 I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I l / 1 I 1 I l \ \ \ \ \ D \ \ \ \ \ I ,�P`rF C9 \\ \ \ \ \ \ \ \ \ \ 1 j / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I , / I I I I I \ \ \ \ \ \ 8/RDHOUSE'- \ \\ I ,� 04, / / \ \ \ \ \\ \ \ \ \ \\ \ \ \\ \\ \ \\ \\ \ \ \ \\ \ \\ \\ \ \\ \ \ I / I 1 I I I 1 \ \ \ \ I \ / \ LLG'i7kC.BASE I 3, 10 \ \ \ \ \ - \ 1 I J \ \ \ (1'B/A)- - / ae- \ \ \ \ \ \ \\\\ \_\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I I I I I I I 1 1 \ \ \\ \ \ I% \`� I \ \ \ \ \\ \ \ \ \ \\\\\ \`\ \ \ \ \ \ \ \ \ \ \ \ \ , 1 I I I I 1 I I I I \ \ \ \ I /\ 1 \ I / / / \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \\ \\ \ \ \ \ \ , I I I I I I I I I I I 1 \ \\ \ \ \ 1 I \ ` _ \\\ \\\ \\\ \\ \ \ \ \ \ \ \ \ \\\ \\ \ \\ \ \ \ \ \ \ \ \ \ 1 I I 1 I I 1 1 1 \ \ \ \ \ \ \ 1 1/ I / // Q I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I \ \ UGP I 1 I / I j / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 I I G\RlTIC/�L \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ t I I I I I i I 1 11 SLePES (TYPI) 1I \\ \\ \[ �s. _ - - - \ / / / I CHAINLINK ONC. 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WETLAND) � ::�;:�:::'/ // / f%: X %:/:/;/r: �:;: ' - - _ _ _ - - , DATE 05/04/2021 08/23I2021 / I w / ...;y.:.:�: / . /::<:;::/:::/,:r:::.:.;. _ _ _ _ DEMOLITION / \\ I \ ::;\: :j: \ / ✓ / C ./:' . ! ./:: I - Ste - \ \ :. , PLAN 1 / \1 \ \ \. \ -- .: :' / / / .:i;.;i..!. / ------- - \ / ,8, . - _ __ - - SCALE 1"-20 / �r�' UJ / ,. /.!' / \ .::: _ - / r'I: r...,/;X;::,::/',:t;: ... m / 11 _ _ -3D" GAP 5� / \ 0 20' 40' ® / \ - - - <` : J / r,;: r �:l i:l:i; ;:r: 6:;!:/:;/:;: / - i \ a I D RB -�7- - ' ' _ . : /. l..F.' :..... /. /1 V=5f0:08 / / \ \ C2m3 \ S ClY INLET - _ _ -' ?': .:✓.: : y ::i ✓:;:/% :� /:m::/: / / \ \ _ C&G _ TOP=592.30 :. /..,� ;r..,.,: \ INVIN= 28.658"PVC(SW) :' i :'f r : .I F.; ,: I I .' :L: ✓ ' /' \ / -WV BU 1=52783 15"RCP NW i.,. /:;.; �..y,.,,., ' .; , yr ,. /.f: /%.;. / \ - \ \ '9c� o� P� R / (2) � yP SD CURB INLET TOP=560.76' " lNV 1N=559.0TC NINVI558'6" TC (NN W) I15NVN=57 6'12"CP(NW) IOUTNV .71j5" RCP (SE) P� i / FFE=563.24' FIBER I\ 3' (W) DOUBLE VAULT w� \ / II I I II II I I I I � I \ It / \ SD INL4T GRATE =558\0/8'\ 9� 1 _ 71Vt/ QUT=5.3 12' I (SE) II 1 II II I III II 1\ I SCALE 1"=20' 0 20' 40' 'sue METAL DOOR / SD INLET W/GRATE - x ' FM -� 11 ''• ` ,� TOP=560.1� / I % --WV 1N=555.09 6" PVCAW) /G 1 V INP552-Z .48-6" P7C (NW) ® y / / / INV OUT=552.14 15" RCP (SE) I ,✓F 11 \ \ / // / CO NC. 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Galil�l)it':1%1'tYIt1I11Fa�,I:{:f:i�':t: PAD HMR Yfu © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN OC O ® 0 r � 2 • • Lu W z Li" _ OU � a z N OG 0 y CRAIG W T. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 DEMOLITION PLAN 2 C2m4 SHEETS C4.1, C5.0, C5.2 J Ll U v ' // iI I� I I C/ JACK JOUETTMIDDLE jP PSCHOOL II / I� / 60' FROM PROPOSED ENTRANCE LANE l� O I TERS ION � 11 FM FM / ® —�FM� S i 111 --�FMFAl - i /'i IFM-� i / / /UG V 70, PROPOSED BUILDING /r SCALE 1"=40' 0 40' 80' 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT STONE DUST i i i MILL AND OVERLAY DRAINAGE DITCH u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 CN oc 0 OC9 ® 0 •il (A • 0 W • z Li" OU � a Z O oy y � CRAIG W J. KOTARSKI Lic. No. 0402048507 % 8-25-21 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 OVERALL PLAN C4mO LEGEND: 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT STONE DUST MILL AND OVERLAY - - — DRAINAGE DITCH Q C&G SCALE 1"=20'I 0 20' / 40' BIRDHOUSE CONC. BASE 11 [[GO / (1DIA) 9�s, UGP / G SLOPES (7YP.) � / / / CHAINLINK / PAVED ENTR. EP oNc. e E FENCE 3' (W) METAL DOOR UGP/ TRANSITION (1'Dl) / 4'(H)+ / / G C� / 10'X 18, /G / CHILLER ON W— — — \G G' FRAME SHED 4.25'X 3.15 PAD / / GQ P /G / / / N/ UGT� _ \ \ \ Fo / 3' (W) METAL DOORS (2) 15 �� \G INI/ Q/ jqo�&� R15' \ �90��O� G TOP=562.78 F46Q,c / G / o q� J / \ GF�� ��Jy FIBER BOT=555.18' I VAULT GREASE P / / \ ALERT STRIP \ TRAP (2) % ROCK \ \ TOP=562.85' I / G .53ARMOUR R10' BOT=555' \ / G •� R29' 3' (W) D GQ / WA . R 'Et METAL DOPR / VDOT CG-7 R ' V e4T ; G \ W/CANOP(2) CONC. \ 6'- 8"(W) WALLrc 5P u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES CONC. OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co / I I (5) 5.62" RISERS R5' \ o / 434.245.5803 WITH HANDRAIL OC ti Fq \ 24.2' yPR4 / /UFO T C2 \OG C if G R5 ; .. • ; .. : ' \ \ FFE=563.24' / 11 \ \ FIBER 3' (W) DOUBLE I I 18 BASKETBALL VAULT METAL DOOR �'o COURT ' (TYP.) \ ti I 1 \ / 0o f , � � � x I I ,: ;, � • . . . GTE \ . G ,. / ��/ .G/ I I I r I I I CONCRETE DRAINAGE FLUME 01 0' WPO BUFFER_ y ROCK \ ARMOUR ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 LAYOUT & UTILITIES PLAN 1 C4m 1 UDLLl 1-L R �- LU (2) ffl \ Lu Z Q P� O/ 11 FFE=563.24' � I r�oo \ FIBER 3' (W) DOUBLE oo sB9j VAULT ootics� METAL DOOR FM 1 — FM �by� TIE TO EXISTING C Q / ��/ I — F / / / AND GUTTER TO BE 5 I / FM 18' - WIDE DUMPS / / / CONSTRUCTED WI CONC SW® ® — — FM ENCLO RE A ' / / // / / SIDEWALK PROJECT. 0' ACSA�WATERLINE EX. FORCE ® _ _ FM A� MgS LANE EA (A MEN PPROX) FM R48 IRE LINED' Q I I I _ 24.5' — - — a XING I OBE I I _ — FM 1�1 VA ACSA / / / 1 0' / UGfi — u r R3, -- ucr 5 \\ \\ 24.4' _ —FMB — — FM—� FM-�' LIN EASEMENT /' / / / / — , CG-12 \ \ \ MHS ABAN D AT TEE. I I � _ TOP=562.67' / G&G I I I I 8„ X 6" TSV / / / uG 111 / / / 54.93' 8"PVC V O 554.82' 8" PVC h / I 1 / t / R2' TYP.\ R15' a II / / W / / R5' \ '9 NNECT TO EXISTING 4" I 1 PROPOSED PU DR P- F/ / ' ' A_ r / CRGFMAINt,NITH NEW 4" TEE I I / / / / . 5� ND ,' 6 \ \ \ s AND (2) 4" PLUG V S— _ _ W 111 / / / / / 2, \ \ �\ d, \ ALERT i/' / / /' /111 / // / / i / / // / / / --- CG,2 12 :. - 1 > ' RSG-12\\ \ / R5' ' PRO 838\ 6 X 4 TEE 18(TYP.) O SIDEW K TO BE EXTENDED ACROSS n ' . \\ \ EXI ING Ef�ANCE TO BE CLOSED, 3O 900 BEND X 6 TEE �4 11.25° BEND , R8R8 j R5 9' (NP) \ \ ENTRANC CONTRACTOR TO COORDINATE 4"THREADE R100' CG 6 6' \ \ WITH SIDE PROJECT AS NEEDED. CC • • , PLUG AND 2 BLOW OFF ASSEMBLY BICYCLE RACKS ^: RTy'� ITTING TOM TCOMPRESSIER 6" X 4" REDUCER �5 R8 �. R898' \ . 22.50 + 450 BENv r- FIRE LINE'C' 6"kv. SCALE 1"=20' 0 20' 40' \ \ NE \ LEGEND: 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT STONE DUST i i MILL AND OVERLAY — - — DRAINAGE DITCH u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN OC D O0 ® 0 r � 2 •il (A • 0 W z Li" _ OU � a Z 3 O � � Ta o y � CRAIG W J. KOTARSKI Lic. No. 0402048507 % 8-25-21 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 LAYOUT & UTILITIES PLAN 2 Ici x— NOTES: I— Y 1. A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. LOCATION TO C4m2 " RQCX :::... ' 1' BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE FI. OUR 2. I x CONTRACTOR TO SURFACE PROPOSED BASKETBALL COURTS so WITH SPORTMASTER NEUTRAL CONCENTRATE (OR APPROVED I EQ UAL). AL. U \ \ \ \ I I I I I I I l \ \ \ \ \ \ \ \ \ \ \ I I I I / I / I I I l IN 554.10' 8" PVC (NW) \ \ \ \ I / NOTES: \ \ \ \ \ \ I I I I \ \ \ ` \ \ \ \ \ \ \ \ \ \ / I I I / / / / I I I I I \ \ / \ \ \ I I 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH \ \ \ \ \ \ \ 1 I I I I \ \ \ \ \ \ / / / / \ \ \ %C \ \ \ < / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I l l l / / l , \ \ \ L \ \ \ B'y SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \ \ \ \ \ \ \ I I \ \ \ \ \ \ \ \ \ I l r l I \ \ \ L ` \ \ 1 IQo SFr G \ \ \ \ r \ \ \ \ \ \ \ \ \ \ 1 , / / / I II \ \ IRDHOUSE\ \ \ Z cF 'I / 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH \ \ \ \ \ I / \ \ \ \ \ \ \ / / I / I I I I \ \ \ \\ 1 zFL,/ / \ , \ , / \ \ \ \ \ I \ � C BASE BUSHMRN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , I I J , \ , l K I s9 90 SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \ \ \ \ \ \ - _ \ \ \ \ \ \ \ \ \ \ I I I I \ \ / (1'slA)• - 7'ss, 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE \ \ \ \ \ \\ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 I I I I I I I I I \\ \ \ \ \ \ \- I \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I 1 I I I I I I I \ \ \ \ \ I / \ I \ \ I / / / OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HEMS \ \ , \ \ \ I I \ 1 \ \ 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE \\ \ \ \ \ \ \ \ \\\ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , I I , , I I I I I \ \ \ . \ `----' I \ , \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \ \ \ \ \ \ I I I I I I I I I \ \ \ \ \ 1 I / \ \ I I FA / / / CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I \ \ \ \ I 1Z I I / Q 1 / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1 \ \ \ 1 / , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 I I I I I \ ,� 1 \ \ \ UGP I 1 / I G DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \ \ \ \ \ ) I I I I 1 I I I \ I �ITIC I \ \ \ / - - ' / / CHAINLINK © 2020 BUSHMAN DREYFUS ARCHITECTS PC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ I I I I I I 1 1 1 1 1 SL ePES (TYPJ) 1 \ \ < - , \ i 1 / FENCE yPn\ ONC. B E \ 3' W METAL DOOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I I I 1 \ I I I I Q/ \ PAVIED ENTR. \ \ \ / I (I'01) / \ 4, (H) + ( ) \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I I \ I I / t)G \ TRADITION \ I I / I / I / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1 I I 1 \ I I \ G- � - - -IG / / \ \ \ \ \ \ \ , 1 1 1 I / / / \ ,�, \ �� 1 C� / / \ 10'X18' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I { I I i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I 1 I I 1 1 1 / I I / I \ \ /G \ \ \ \ I G - / Ff I SHED I I / I CHILLER ON / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I l l \ \ � I 4.25' X 3.15' PAD \ \ - . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 i I / I, �Q Q \ \ / \ \ /11 / I \ \ / ARCHITECT \ \ \ \ \ \ 1 I I f \ \ 1 BUSHMAN DREVFUS ARCHITECTS PC // / / / N. .\ ` \ 1 \ \ \ _ \ 1 I 1 I / / / I \ \ \ \ I I Vd � F,o \ ? \-- \ O'SHDEA+AWI SON SPE TTEWORKS \ 1 1 \ \ I 1 / 1 G \ I 3' (W) METAL DOORS (2) P� I I / I I / I I / I \ \ \ ` \\ / I I I I I/ I / \ I I \ i' - I / / / / / , / / / / / / I \ \ \ \ \ \ \ I 1 1 I 1 / / I �,_/// \ / / / / / / / / / / I I I 1 I \ \ \ I I / / I / \ � / I p, I I \ � \ G \ / 1 / I /// / / I I I I 1 I \ \\ I I I I I I I I 1 // I I '/ \ / \/ \ 1 j I \ \ I / / / / / / I 1 / I I ..' 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N.'. I \ - . = _ ' � I - - -_ 9 - _ _ _ _ - - - - - - � - C • I • .;., 1 \ \\\.;.` '\ \ \ \ . N.. i.:...,4.,a:.. ' . \ \ / I I ''" . 1 \ 4i`'S ' 5 5. ,,\ - . _ _ ` ,Iv \ \N\ \ ` ti CONTRACTOR TO ' _(P \ \ ,\\\ \ \ \ :\ \ \ . ,; . > \ .. ..:: �' - _ - PROVIDE POSITIVE \ - _ S? // I _ h^ I- - - I / 1 e \ '' /54 \ .° G\ \ \ \:\\ \ \ \ \ \. \ .. + \ '"- DRA4N�GE TO S - - - - - 553- /' - _ 1 / / II \ - - _ / - - DRAINAGE AREA TO DITCH A = 0.07 AC cP A \ \ \ \ \ ' . ' .\ \ ` \ \-:. ` \ NI, ,- ' ' \. * ` + " ' ''' ' :. / LJ PROJECT NO 46423 a -o \ \ \ .,.. \ N. \ - / - \ - - 4i / 3. a .° CONTRACTOR TO I TC= 6 MIN \ �tP \ \ ,\C :� \ > 1. .�' \ ' .,: � C IR�`MFu _ \ - - - - - y2' _ / I / / / ti _ / Si? \ CHECKED BY C. KOTARSKI / ��� \ \*�'::.\ \ \ \'. �:': \ `�:TOP7533a` - \ \ - - - - - - - ' S I / j \ _p VIDE POSITIV I- DATE o2/05/2021 I(2)= 5.0 IN/HR Q(2) = 0.38(5.0)(0.07) = 0.13 CFS - \ \ \ \ \ \ \:::; : '' � _ ^ _ _ - ' /yq' / / / , SEAT WALL - sa4- = �RAINAG 105 - \ \ \ �' ft11D tAl �Jz�6.4s 2?l' P IY o I(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.07) = 0.18 CFS �JG' xz \ \ \ \ \ \\\ ` \ �..\ ` `1=5�6.1"R F?(S'E ��� ^ ^ _ ' _ _ 5II4 - - - y\ / I / - - -y f\ / // _ _ _ / HEIGHT: tL5' _ -544 - -INLTS (TYP.) _ V(2) = 2.11 FT/S (ALLOWABLE VELOCITY = 5FT/S) �� \ \ \ \ �' ,.\ \ : ` 4 � - - - - - \ - S / _ -_ _ _ - - D(10)=I).16' \ \ \\ \ \, ;. �\ \\> 4 �� - --- - I �_- 'I _ - -- _---- T '/ __ _.y _-'543 ..... l ?� \ >\\\ \-`\`-\: `�\ `�:� - -i ��-�"-' ��''- .'` a,v _ - �- 549_.;-___-___-.\/ /' __ - 18 hD`I'__ -`O- _ r 538''-. I I II _ _ / ' - nj9 - - / _ ��- -.tom �J > \\ \ \ \ \ �. \;R \�,�' �,�:+!�. - -^. �.: - - - - �-' S$47' - _ _ \ ^ ` /ijr0 / I _ LL -' I / I / / / / / - y�' b r,'� / / / / GRASS LINED DITCH - \ > .^ - - n = 0.035; S = 8.5% of 0.6T - \ \ `: >�' _� - ' -' : �.� _ - / / / y37' - _ _ \ \ \\ \ \ \ ` '..>; �:`y :�: �': V = - •�' -T - \ - '., 546 - , - / / / - - _ _ / / / / �,:: - / I / i 1.8/ -536 _ - - \ - - ^' �.. / - R - - i 45 / I / / / r r / �5 \ \ \ DRAINAGE AREA TO DITCH C = 0.13 AC \ \ / \\ \\ \ \ _ - - - ` - - _ .543 / / ' I I I / / / / is \ / -s3 \ \ \ \ / / / , / / TC= 6 MIN \ - - - - - CAI-nCAL - - _ �.;` _g42 - / _ / / / ' y _ _ _ \ s \ \ XI- / / / I(2)= 5.0 IN/HR Q(2) = 0.35(5.0)(0.13) = 0.23 CFS - - , \ o - - - _ - - - 320PES (TYP? - - - _ \ _ ' / / / f .. w . + : - - - \ I I \ \ \ - I - I ' / / 10 = 6.6 IN/HR Q 10 = 0.35 6.6 0.13 = 0.30 CFS \ \ -p - - - - - - - - - - _ - I:I'.. ,' ,:...., :;: - - / / ' /,.. .' ;.,.:. ..;..,:' 1 .:..;', -:;. ' - - \ I \ \ \ / I I / 11� V(2) = 1.99 FT/S (ALLOWABLE VELOCITY = 5 FT/S) \ \ / \ \ - - - \ - - _ _ - - / x' I \ \ / \ ` - _ �'.:::-: ' .' :,, -540- / / I ;�::':i : :; . : I - \ l \ \ \ \ - 103 I / / / / \ _ _ / D(10) = 0.22' \ , ? - - _ .:...v:.;.;..... :.'. . i;.;...: .:.;.;.:;. i \ \ - - - - �I / x:': /:: ''''' - 539 - - - / / /:: ::� :' ::i.:.; :;:;:;. • - \ I CONGS'oTED INAG�- - / \ \ , FS'9 IG//lIG ` - \ - - - - - - - - - - ",.4;::::;\' :'':: ::``... I / r:;:;F.;.;.;..;.;./�....:.., .... - I I " "\ - - r - - GRASS LINED DITCH , /) o - \ _ " " " " I \ ` - - u? 1 J 1�1\ - I-------- ' _ - / I, : x ''.,.;.:-/::: \ \ FLUME f I I I / \ \ \ \ \- '\ ':-: -. .�. ..\: \ ../ ./ :,\ ..,.� \ \ I I I I ID ISSUE NAME \ \ I \ 1 \ / .'.'�.�'::'.�. ..�.;.�t....' - _ _ / x..,. ✓;:;./ \ I I - - \ \ - -S2g- \ I I I I /: ✓.. - / I ..`�..'.'.: 7 I / \ �: I 1 FSP COMMENTS I I 1 / �. '. \'.. I / \'. 15" RCS OUTFACE I \ / �. / I / \ I I / DRAINAGE AREA TO DITCH D - 0.02 AC , \ \ i": �' � ... " � \''' C= 0.35 \ h \ \ _ - i \ MHD 1 � ��1. .�.;.,; *::;. / :�:%;�:: y::::.,:✓:�:: �'�i \ I - - lN�=�523.8f'7 �� / r I I / 2 FSP COMMENTS TC=6 MIN SD INLETW/GRATE -C TOP=534.16' Si° \ \ I / �:'..:::I .'. ;.; '.: . \:;.;, ;;;:. e- - / I ✓:'',.': :: .;:;.: . ''' / \:':':'::. I.:. \ - ' / / I' �G _ Q \ \ I :�\;.;.;.;\:;:�':':'?::.�:::; S / / �.;;- :,F;;;:; �'i: F:;:;:' ;;. / / - j::\':4:;.,.... X, I : 'F' I \ \ � / / I 2 = 5.0 IN/HR Q 2 = 0.35(5.0)(0.02)= 0.04 CFS TOP=533.88 \ INV 1N=525.36'24"RCP IS \ \ - . \ - 3S / ✓ ;./ / i . I I ,I: I J I I; , I \ - - 102 - / / / I O O6 INVIN=526.526"PVC S \\\ \ INV IN=525.74 15"RCP SE \ \ \ \ :;:i:; 1 �: t` �::''�,tS::. ;.; �. :� �53q.;. I F...<':. '.. /' � \ - _ 10 - 6.6 IN/HR Q(10) = 0.35 6.6 0.02 - 0.05 CFS O ( ) I ? . � .. .. _ / . j : y' /.'.'! ./:.' OICONCRETEf ER � I t ::::' \ I C:a: 1 \ s2/- - / / \ INV OUT=525.30'24"RCP NE �: / 24' :: t�, �, :.,:;: .;., ✓:;: .; : :' Y ' W/TRAS4RACK LI I I I::I:::::: \ \ I _ / / / / lNV IN=52584 24"RCP (NW) I - ( ) I :; h1 .:.(: / \ . ., 5-1 - , / / z; h''i /- TOP RACK=529 9G / '/ ` J I I � :' \ \ - _526 - - r I V(2) = 0.91 FT/S (ALLOWABLE VELOCITY = 5FT/S) INV OUT=525.6024"RCP (NE) j--_ - I t \ I \ \ I lNV=525.1 , \ - \ 53/ ' : / /.' / - 1 ! & L I I / _I "RCP \ \ ^�' / ' i s / '/ TOP COWQ RISER=527.56 r. % : /' l k4' / ' \ 16' WP UFFER I D(10)=0.13' \ / ___--___ / 1 �'.�,.; \ \ \_ \_ - 530 .�.. / /'' / - i.:::: -*,•, / i.��.' \ \ 5 I - / __ I I - �:;5p9 `; .' /:: �;.':'' IN OUT=52506 18" CP NE /.:' / 7� 1 : \ \!52 / - - _ 2e::-:::''::.:::;.::-: :.' / / / 3 TOMSTRUCT-..- 3. /::' :/:;:;:.x I - �- _ / / _ L - - - S GRASS LINED DITCH ^ - 11 1 \ s2/ \ `�:::; - -: '' / I ! /'; :;/ .. - I - - / \ 524 - I _ - _ - - o u? 0.67' D 73 I \I\ I 1 \ \ \ - - / / .::�::%::::;.. 1::;::1::l :l:/::.::!':I I \ - , / n = 0.035; S = 2.1 /0 > ^i A m \\ I \ \ \ /::r:; r : :.;: / ..(:;/:;: !:1;: 523- -1 / / Nz \\ I I.:.t \ I :X' : ':;';' . r : II ' / D v / \\ I 1 { .... / {:;:� :::: r::i::'/ f /:' ROCK �s2v- I' DRAINAGE AREA TO DITCH E = 0.16 AC 1 ::::::.;. \ \ / / :;t:: '' • / :/ ; .. ):' / C= 0.38 in,., o / \\ , \ a:`+;:;:1 : '1 \ r ,:r.::7/: r:::•''' r '''i'; ./.' :': :j(:re : , ' ARMQUR� � TC= 6 MIN N ' / I I EX SWM FACILITY ;: / I , - - 1(2)= 5 0 1N/HR Q(2) = 0 38(5 0110 161 = 0 30 CFS D \\I \ \ . f:';;;:::r: :.:/: / /!.. 1 J ° I I \1 a I \ \ \ / (MFR. WETLAND) . ,:, :'r /II , : ::/ :,: ':t:;i: r: !': r Q / \ � / �' ''��I$ l (� I BLIC DRAINAGE EASEMENT DATE 05/04/2021 08/23/2021 1(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.16) = 0.40 CFS I I \ � I \ � \ \ \ / .::: ::: ;' /I +:x: r. �: A,/:%: f / : - - D BOOIL5596 PAGE 204-214 - J- G RAD I N G & �p V(2) _- 1.81 FT/S (ALLOWABLE VELOCITY = 5FT/S) / i \� \< I \ X: / '' ' ' / I / / % / / I - _ - - - - - - -518 - - - D(,o)-o.zs' I i::':...":.�::..r.,. ,.. - DRAINAGE PLAN \ I \ \ \ . /.:.: / / 1 I \ \ _ I I I.;:;y i;:::.:: ,:':I. ..>r / f. / _ _ _ _ - 517- RA - GRASS LINED DITCH / r /8 \ \ �:;., - '4W 1. ''.::: :..:': ' .,. ;� / ." r, A .:!'X7 ✓; j X!:/ / -516- = _ - ` . SCALE 1 "-20' n = 0.035; S = 3.4 /o ^i' / 28 : _ - I _ I \ - / / ' r; X:;/:' / 1 0 20' 40' - _ - r s3p r, - - C5mO I SD CURB INLET \s3j_ - _ _ - - ' � :.%,- '.;.'/:: .: .. :.. ... :....:.' V=510 08 I . G / X.. /. !../../. / \ DITCH CALCULATIONS , I - _ _ I c _ _ _ r - _ TOP=532.30 I ; ::.�: ::.;: ' /' :':. '.;� . _ - n \ _514-I I . \ lNVlN=28.658"PVC SW r''.'. !::/�:: /:f:�r // I /II \\ No Scale I - \ \ 7N+/9(1/F=527.8315"RCP(NW) I... I.., ,../,.x/.,.''/. \ \ \ 5P O / I U 1� , / ► LU LLj I R U) (2) LU SO CURB INLET TOP=560.76' W \ ►III lNV 1N=559.07' " TC (N�l� IN 1N=558. ' 6" TC �NW) Z J I \ _ _ SD lNL/GRATE / 70P-55�O/S'\� 1- INV 1N=557 6' 12" CP (NW) �f 2 17/ 7Ni� 9 T-555.3� 1 CP (SE) I DDD ► III INV OUT 56.71 jl5" RCP (SE) U \/" I ( \ J r I SCALE 1"=20' 0 20' 40' yP? G/ \ FFE=563.24' / - / ' / I 00 VAULTFIBEc�Nns MEOUBLE TA DOOR , , / \ SD INLET W/GRATE \ ` / - FM / _ -F TOP=560.1� \ / / - j� 4 I 1 % -..OVV 1N=555.09 6" PVC^WJ R I / /G I ot V IN=-55�.48-6" PVCC ® (NW) SP / /' / INV OUT=552.14 15" RCP (SE) / CONC. Sw' � 1 / / /Gi EX. FORCE \\ I , 111 — — — _®/ FMB _ FM / $ LANE / / / // / / \ \\ / I 1 MAIN \ \ � A 11J1 _ CRITICAL �\ It // (APPROX) \\ \ / - \ / FMLr'r'�i// / �� SLOPES(TYP.) '� 204FWt \\ -��G,� \ i_1-+I- — —FMB \ - — -r•\� FM `�I /' / / / / _ ,- UGi�_ _. O I 20 GT `^.�.'\\ \\ 24.4' \\ MHS &G 11 \ FM - \ / / / / UGT ` ' 2 \ \ TOA562.67' G I I \ \ I I SD CURB INLE / ' / / _ _ , , - \ \ \ \ l / 1 I \ I I TOP=5160 4 \\ \ l l 54.93' 8" PVC (�E' I I , \ I I / IP�V l = 5 .7 (�lW / / < \ \ \ V O-554.82' 8" PVC � !Y � I I \\ * = 6.95'-WIDE BANK ATI5% 11 \\ I / �5 ��n1P/ / \l - v ,.. 15 F 'IQ, O \ % INIMUMSLOPE(TYP.) t{j \\-- - - - -- ------ / / / / / / 203 /-- e \ 61 W. 11 / / / / / I / / \ \ \ \ \ • �•�°I' ALERT/' ss IG-4 BATCH EXISTING GRADES. Q U\ , \ \ \ - 562 - _ - - Q - — — u — — — U - - 202 III I SS9 \ \\\ \ `\ ORDINATE WITH SIDEWALK ,! / \� 55s-h`O _ - - _ _ _ +• j / PROJECT AS NEEDED. 6"ROOF DRAIN \ \ 1 \ \\ \ 560 �' 111 WEIR PLAT - 36" ACCESS RISER WITH 559 Q /, t _ _ - D VDOT MH-1 TOP (TYP.)- \ \ 558out ---5 \56----\ \ D D 4 I 180LFOF96"CMP MAIN LEVELFFE:561.00' _ "sR "T• �- 1 UNDERGROUND _ _ \ 554 555 _ ` / v - - -� \ _ ' / I i1 DETENTION (SWM2) 6" ROOF DRAIN ' /- \- _ _ 11 l [0%SLOPE] _ _ - + _ _ 548 549 �. .sss \ ,. � . a ;� • 1 ��. - �\ - \ _ - \ • ,� r � \ ` I DRAIN /-------- 77. 7 6"ROOF DRAIN /--- \-1- _•\ 11 \\ /'/ �� / \ /Jc // _ \\�\�\� \ \ /�\ \\ CLEANOUT (TYF),)_ _ - _ - - \ \ 6' / \ \ / \\ 6° ROOF DRAIN \ / -55 / \ / / / / - - / \ . _557*' \- \ \ \ \ EXTSTING_VARIABLE WIDTH PUBLIC PERMANENT STOR1v}WATER _ \ --- 3 - 216 �ACILLTYEAA EMENL BOOK 53&6 PA G 229 557 _ _ s_ \ 25___--___\\\SS8 ►\\ \ \ 4 _ 6-ROO_FDR_ATN / AN y �• ` /'1 - LOWER LEVEL FFE: 53$.59' _ _ _ _ \ \ \ / / \ _ / I / :i,;' t ,. • / \\ 209 1� I I I I 1 / 558 `�•-B��i �` \ \ \ / CONTRACTOR TO _ _ ' _ \ _ _ _ \ MAIN LEVEL-FF / \ Si? VIDE POSITIV • I- \ I r = �.� \ \ \ / - - I I '.)1 _ _ \ / ,� - -sss /SEAfi WALL \ I I ► I , � _ _ _ / Y �` HEIGHT: t1 5 _ -INLETS (l YP.) \ I _ \ / _ _ _ _ \ / -544 _' ,' t I� DITCH ! 1' /.' \ \ �I//! `\ 1 \. _ SE EET C5 0.154' / _-----/.,.:�- ,54U-541<'- :.-.�. \ \ \' 560 1 \ \\\ \ 14 I 1, o \ I I �, / / / /_ �j' °JOB — //_ _��• ` _ ` ]'v=�a _ _ \ l' \. \ \ / 'I I \ {' / ! �'S6/ \/ / _ —\\ \ \\ \ 561 / r' / 535_ \ 04 / �- • - _ - _ - ^T1 81R6_OF DRAIN INSEaTA TEE _ _ _ _ / - � � � � \ \ I I 62 COT�NECTION (TYP.) / J / / .{ : � >',•. �.:.: \ � \ \ \ _ / / / / / _ �.._' - _ - \ \ \ _ \ � \ \ \ \ / / 1 I I / S6 ems` \ / r / / \ \ 53p _ � _ S\ CONGso`EDRA\INAGi5\ //!F./ / ✓ // /\\ ' FLUME!i f / /' / / > /' \ \ \ \ \ _ _ r \ \ \ \ \ I �/ / r / �� / / / l \ \ l DITCH / l / l / / / / / I s F / DITCH E / v) S -' / y I :,;..;. � /� / / \ ► / / / / I I / /// � �E E S ESHEETCr 5/0' II I ly ---- / 15" RC�OUTFALL \ / / / / / mRAIN{tGE I 0� G`ONCRETE 9I5ER / W/TRASNRACK ...!>'I':t I.:..I.. / \ \ I / / / I I I I 1 I I 1 \ / � .,'1`�1;>4...' L'.F: \ _ - � L 7tHREADCVHANNL:L/ I I I I ! I I I \\ �s \\ \ \ \ ,. Q s � I _ _ �1SPM4LT // 1 TOP RACK=529.`616 /: �' '' �J I �II J:J I \ \ -526 -' �I/ / / - - - - -. \ \ ( I I I I 1 1 I I 1 I I \ \ w po \\ \ \ \ \ \ \ / •'� �.✓ /.! \� / 1a 0 o" 4 `s6S \ ` f'r'''' 8' I I I is ✓ / 1 G / TOP COA/Q R/SER=52756 r: ; /:; i .: 1 �>7J / - \ .,00' WPpBUFFER _ _ / ' \ - \ \ \ I I I I ! 1 u \ \ \ \ \ \ /fir ! i�, . , % . / / J \ / Q OUT=525.01 18",RCP(NE) f / / 7�, �. I \\ �525 OM STRUCTURE'S23.q� \ `q' :.C;.;.:.;�:II I /�`� 4 _-i /I/ // \ I 11 1 1 \ \ 1 1 I I I 1 M \ \\ \ \ \ \ //.y�i✓i/.//!i:�i/ / // ' G / / / j: :j;V;:;::�:'/:;:'..'::.':•; :1:'/;:,L'ji;:;1:'1:.:;:L.:/i.j;:./: '�; 'i' '''1' ' - - - �522 ' I — _ _ .� \I 1 { 1 1 1 1� 1 1 I \ \ \ �\ �\ \ \ \ \ cs ` \ \ \ \ �I - �FF\S\ �\ \/ / \:/i.,!!..!:.�;.!.�;{./:/:.�✓! /:i!�.ce:✓i!:�'i{:/';'i�:,;,,�/�' J/� '/Ir 0'°' / 2/,523 SEAT WALL00 GHT: t2.BU\)' :/HEI_ _ ROCK s?J- - ' / _ 1 \ \ / f f✓Fi:;: ✓ :..f./;. . ,+'� /.;., .:i �i: ri: ' :;✓':: ' / / / � / / / / / �/ / / ;.. - - - � \ CRITICAL I L- 1 I \ SLOPS Y j l i r;r .,.: ..r;;. _ / // dG / 1� :I (30 BLIC DRAINAGE EA I _ \ \ \ \ 1 I N — (t R') \ l / l jt';';; .�:'>:i .,! . y: / _ _ D BOOIL5596 PAGE 204-214 \\ \\ x/l.,' -518 - 20' \ / / \ \ \ \ ^'� \ \ \ \ \ � \ \P _ - _ - - \ \ 11 :�.l:;.F.: - /::ii 517 0.5'AVG Ipp\RIPRA� :r: _ TRA � \ \ \ N \ \ \ \ -- j([r/:':�:j:ri,i,':i:✓:� ::::::: / / / � / ,/ � / . /. / --- ---516 \\ CLASS AI \\ \ \ s \ \\ \\- / r;.::r:;: /,:✓::%/:! : WIDTH 1 = 7.5' \ \ NN \ \ \ \ \ \ _ _ _ _ \ \ \ /l/ ;.;i \ ` \ \ \ I /:f:.:k�/' fl j//:r:j Jff/:�:!:.:j:::;:;:�:�'' iNfDT 2= 15'':::;:;./ 1.. r. _ \ \ Cr.':F: I •j r y / 1. r. / / X. ✓ ..rj;.J.;✓;:;:;/:;.l:✓; r V L H=12' .r... ...� ..,.1. ;. ✓ .:r.:%7::'/ � / EPT 1=5 \ \ 'OUT ET PROTECTION IS VERD SIGN DTd\ \\ \ ` \ \ \ SiST \ \ E��:�:'I ri .,./..✓.. ;: x;:':jc:;!'.a: / \ _ 14_ ��I \ ACC UNT FOR IO- RDEIGNORM.\ \ \ \ \ \ \� .•... ,...... / F.;:%: ': ' / � \ \ \ \ \ \ \ \ \ \ \ \ I �Ya:fl::('�:(j:ja �1'171'Ir 1I' /JYC (j j/ / / (j ' �:�•:..;�.;:/..:,r::;pr(:Y�' ✓':;•'.,��:;/;./;:��.;�''::;/:� / / \ \ \ t \ \ :r;.. 11I 1 1 1� .. . N. ;� % ..r. / '':.:% ... ..�. _ \ \ \ \ \ \ \ \ Ill: �:�i:t`j�l�t 1: �tr J:V: t:'1'1''1 1 ;.;.:;/.::/:.✓::y.'''., f., ✓; �. %;.;;,r!r.. / 30"RCA \ \:,:.;: -. \ \ \ \ 1't :'. 1l.l:'.: .: {:.:1.1, \':;:; �;;:;:;:;.:�. \ \ \ \ \ \ II....I�:;:,.l:l:,... 1.1. 1�1�1{�1:':I�,I.; I�1:'. �'( \ / / CHA/NL/NK —� / IN\V=509.55 �- \ \ \ \ \ '/',',i:.%: is �' .�..+;. F:y1:✓�..� ' �°'�-4 1 / {..I.O; .f 1:;{I;la:�;;j;: a::F:(.,I:�{�. \ / / FENCE JCi' / CONCRETE /.r.,. "::{:::;.;:;:>,. ..... i! / / / . I ` \ `\ / \_ ;.:.;.;..:.i:: ,;:�.,• ;.,., \ I l ^\\\ \ \ \ \ \ \ PFO WCTLANI\ I.t 1 ./. PAD PFO -510- ► 1'' ' I k 1 I.t...' 1. / -509- - '/ / ( // �\ '' \:�. // // /�� \.':'':,,:;.,:,`':'' '' �:1 V - - / / / / r / / / / / I'f:.:I: ;t;.!.;I;(]:]:I:4�:t:I'I:(-1l6k�:j�:1:11,.t,{.1:.\.;.; /.508. II�IIIL, / _ ;:.�... ✓..,.y........'.;F.:;:; / / / r r / / / ✓:;:[I:�:';Ij'�:);,;{';:1: I'�Gt\\\\:.;,;,�.);'(.�;.;1:::: \ / NOTES: Ile, / 505 / _ - � /:: t, l., ., \.;\ . \;;\:,:.;.\. \ 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH \ \ / SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH :..........:.:f::::: ;;.,.;...:,::: ;:.:.... - / / - y:;l;:;:;:I::;: I:;::' ' ;'; j.,.,.., :., 1\,\;1;:;. ):F \ \:: \ SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. / / :;:1::::ii�% f!:. :.,... i .;,; ...� .:.:. � :::::::;.::;:;:;.....✓:.::. / -\. 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE / { ✓ .,./. . /. .. ..'.' / /.'.; ,;.i;.; .;, ✓'..'.'(':.-.'. .'.;. ;.;. .;. .,.,� CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. _ 1 I. f. ✓ . . 4o, 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. HMR Yfu © 2020 BUSHMAN DREYFUS ARCHITECTS PC 1 ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 C N O ® 0 • • G W z Li" _ OU � a Z N 0 > CRAIG W. J. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 GRADING & DRAINAGE PLAN 2 C.5ml 5\ NOTES: B 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH /,Q/'sF SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \ \ \ \ \ \ \ \ \ 1 I \ ` \ \ \ ♦ \ ` \ \ \ \ \ \ \ \ ' I 1 / ' / ' I / l \ ` \ ` \ IRDHO E ` \ I\ F ON T� j 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH ASE I YFL �'p \ \ \ \ \ \ 1 I \ \ \ l I S9y 90 SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. / a S 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE BUSHO OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HIM U S 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 1 I I I I 1 I , \ \ \ \ 1 \ 1zl , ' Q 1 / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE , UGP lTIC.�L / I 1 1 / 1 � DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \ \ ` , _ CHAINLINK 6. SEE MASTER PLANT SCHEDULE (GROUNDCOVER MIXES) ON SHEET L1.2 FOR ALL © 2020 BUSHMAN DREYFUS ARCHITECTS PC L PES �(TYPJ) 1 \ \ (i ' ` ` ENTR' E/' \ ONC. e E / \ FENCE 3' (W) METAL DOOR SLOPES STEEPER THAN 3:1. PAVtED \ / / \ 4' (H) _ / TRANSITION (1 °' / I { \\ \I \ I c�G / FkAME SHED CHILLER ON � \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ �� \ ` /\ ` � w — _ I � \G J 1 4.25'X3.15'PAD 4Q G Q \ \ \ \ \/ �\ \ \ I / BARCHITECT USHMAN DREVFUS ARCHITECTS PC G < II ITC Fq '- I 3' W METAL DOORS 2 554.29' \\ ,,\ \ �\ �f�l � LANDSCAPE ARCHITECT CO C. I > O'SHEA+ WILSON SITEWORKS x TIMMONS GROUP / c'S'p �cc� CIVIL ENGINEER TC \ \ c� ` 9G�✓off �6Qrc� / / 558.00, \ ��TT'� DMWPV ORAL ENGINEER F/BE ` ITC ��rs \ / - TOP=562.78 \ \i^I CP TC `\ / MEP ENGINEER X R\ \ 557.a \ BOT=555.18' S, \ a ` V ULT \ \ \ \ / \ i\ '� Iy \ \ \ GREASE .�G INLE��U/,GR6i \ / \ \ °� \ \ I \ 5 13' ,'lL T STRIP X \ ` \ TRAP (2) PLIGHTING DESIGN d ' / ` % - - ` ROCK X a \ \ I 5 /TOP 5 2: / � \ I I rc� \ \ I \ TOP=562.85' INTERIOR DESIGN �y�(/',/g/ \ `\ ARMOUR � I ` 558.37'\ \ \ \G BOT 555.53' RANDY BURKETT LIGHTING DESIGN / 7 - GLICKMAN DESIGN STUDIO Tc \ \ \ METAL)ACOUSTICIAN D R ACOUSTICAL CONSULTING SERVICES 7::' / • '::�::::;::;:?:;:'.;:' / 1 / / / / / / / / / / / / / JG \ \ / \ ` \ \ \ / 557 V ULT \ <:i:�// `� `\ CONC TC ` \ \ \ \ 6-8"(W)WALL 9 \\`\ , / / / // sss.9�\ \\ \ rc \ \ \ SD CURB INLET o / ,il ® \ \ \ \ \ 1 \ / � c \ 559.13' l \lei- \ TOP 56076' \ \ \ \ c lNV 1N=559.07' " TC /' ` I �/ // /i / / II \ i C \ \ \\ G sss� CONC. REPRESENTATION I 7: /;;;;;I:;;;:;.;:;j;:. I I I / /// // / , , /' - tl_ \ I / I ran I 5556.78� / \ 5 1 \ \ \ INV IN=558. '6"TC (NW) OMILESTONE PARTNERS WNERS / / D \ n S TC ` INV OUT 56.71' 5" RCP (SE) 434.24455.5803 P rtners.co INVIN 7.1T� 5 � \ o ez ml estone a I 24.2\\ FO554.31' \ rn /0 TC ` s, FFE=563.24'CL 558.32' \ F / I I BASKETBALL I FIBER �o t\ 3' (W) DOUBLE 1% II l l / / I `� VAULT ro n I I couRr l l / / I \ � \ \ � s� METAL DOOR � u,O I \ II I I I l l.. /'' \ _�o' l �" \ `\ //\ / 554.44' \ 1 I 1. I \(/ G � _ C, 1 O / \ Q C& \ \ \ � _ I I I \ , l::ji ' ' ` � � / . \ 5 / / � O CONC SW If /' 1 :�.',{-E- -' \ ` ` \ I 1 \ \` / ` r / II \ hd----tX / .r (.%.':..;' \ S3 \\/ 1 © . \ / \ �G EX. FORCE \\ 'N f' - - - \Ss0 S67 _ _ / s \\ �1 I11 rJ AIN (APPROX) \ \ W / I \ /Ix \ W \ - _\ \ tnMQ] { III I:Y: J — • _ / 62.14' MHS - � G/ � L}I — — — FM � FM _� \ r \ \ \ / I \HIP \ ' TOP-562.6T / G& I I \ U 't:j:. \ \ I \\ `\ `\ 5547a \ l l 54.93'8"PVC(SE� I11 \ O a \ / 1 V O-554.82' 8" PVC / 11 Z \ \ Z _ 95 WIDE BANK O Mu11NIMUM SLOPE (TYP.)� \ MH I y \ / j F-): ''' 77 \ I \ TC TC T10 S67 ` 15' W 111 \ \I::?<:::::;.' ..j.;; l;:�: I 1 \ I I 1 7.86' 558.45' 560.16' \ I \ TOP=547.64 \ \ �I;;:,1:; f ;I,': :.. / / \ \ I�:'' ::' � \ \ I I \ I 1 \ � \ 557:54' � TC lNV TS IN�QCCESSABLE 1 \ �:: ' : ' ` � 1 \ 1 I I \ Ts / � —rc \ = � I L CHAMBER=544.52 \ I O % I \ \ r 557.82'558.45' 558.91 S TC _ UGT 8- / — — — — — — 7 \\ \\ IA \\ \ \ \' � /•(� \ ;ri l u1 — .,.✓ \ \ \.;.X '\ 2 \ ' '1 O c� b b \ / ^ , - - - _ _ f TC / I _ _ TC I �. h h TC _ _ \ 561. 56 �LTrd� it \\ /G \ \ / n \ \\ 58.19' \ I '- \ \ `'\ 1 �n �n i / / \ 560.06 K .. \ \ . X \. �': B5'�. 5j 552.42` BS Jr \ \ 554.35'56`I, 71'., �:'� \ \ 1'{. t rn , \ \ _ -S' / .558. `-581.74' ,� ... I \ \ �• l . C \ . \ n H ' I 1 1 /' \ -tT- SS S 1 55&88'` \ -� `rO .�-` 561 ado. $',� 1\�7 560 �46051 1 ty 559 so67 CRAIG W. J. KOTARSKI —TS 560.43'I ILic. No. 0402048507 ..X.:\\ e57 8-25-21 DATE 05/04/2021 08/23/2021 /.' { _,---____ I___ GRADING SPOT I \ ::Y :.x �, ,/ �:..,. <:: SHOTS PLAN 1 RA SCALE 1 "=20' I - - ' y / y 0 20' 40' ® / ` 53p: ;:,:: - y /' : !:X;:/:x;:Y;i:: / 1 -3D" GP S7S� _ \ �s3%� _ _ Q ,::'�>. y;! �:;r,':'! j ;: ! i:'r:'/ , V=51P.08 / / / G C5m2 SD CURB INLET _ _ _ - .;.�;.;�:.,.,✓ \ \ G& TOP=532.30 ..?*:::.fy :!(;%�;.; !; �' y; A,%�'/l, f��'/;i'; rt�,✓r ,/ 1 / / \ \ _ -514- ��• \ INVlN=528.658"PVC (Si 7NV 9LLiF=527.83 15" RCP (Ni , HMR Yfu Lu 1 �"' Lu OR 7 I U=�O (2) yP� W SD CURB INLET r / TOP=560.76' / Lu \ INV IN=559.0T " TC ( Z \ _ SD NL/ GRATE �I SCALE 1 "=20' INV IN=558. ' 6" TC �NW) -i / _ _ 70P=558 08'\\ II lNV 1N_557 6' 12"�FCP (NW) 2 I - 7Nb GILT=3'S5. 3 1 CP (SE) i 0 20' 40' INV OUT 56.71 45"RCP (SE) U I i y \ \ 1 FIBER FFE=563.24' / _ _ so VAULT coti \ 3' (W) DOUBLE Cn / _ r rot .9> METAL DOOR / / _ SD INLET W/GRAT / - ' - - _ FM -� / bq TOP=S G 1 % -xv - 5 C.(N \ - - / 11 / 5�?Z4.49-6" PV'C W) - - - - - / / / / I \ NVOU - P(SE) ® \ 5' CONC SW TC IA FM /G/ EX. FORCE \\ 1 1 _ _ - FM / S LANE / / c \ / \ MAIN \ 1 I - - - - - M8 / \ CRITICAL \ I / (APPROX) \\ / - LA✓�i 8�5 // / / / l/ I1 559.14' �cTIC�� \ / \\ SLOPES(TYP.) ^` 559.04' 5�A904 '\\ 24.5' / / / L w s .o = T .7�s 62.14' / \ MHS - -�-'G/ LFII- _ _ FM - - FM _ FM -�UGi -. O 55 82' I GT ��`-' \ 45� \ 24.4' TOP�562.6T G&G I I 1 \ \ \ I I SD CURB INLE / ' / / = / UGT l l 54.93' 8" PVC _ 559 8' 5'54.82' 8" PVC /yam 11 \ \ / lIGV l = 5 .7 P� (�/W , / _ 9. 558.8 \ \ o = 6.95'-WIDE BANK AT 15ok I I . \ 1 /5 1.bt0 1 0 / / \ - ) INIMUM SLOPE TYP. � _ _ --_- a 558.80' ,. II } / s C+ \ MM 560.31' � 558.66' W� \\ -5G1.1\ G\ _ .15' / / % W / / / / / yl / i 559.79' \\� u�S� I \ \ \ \ ALERT A • ✓'/Ci ;�� TC 557.1's /'T J( V'T\� � -♦ � - - _ � \ � / - 559.76' SS TC\ \ - UGT P T 2/00 8 II / // // / / / / / / -U I I \ { 56U.46 560.10' s TC O 560.87' _ _ T 581 _ _ I I '= - - 559.85' �. '' ,° 560.7 ' S MATCH EXISTING GRADES. \ \ \ 562 - - - - - - U - - - -r I 1 660.26`56Q26' - 560.26'�� ' . _ 560.39' 559.76' S9 \ \ \ 202 �f - _ / �` - 559-✓0° _ _ _ - - _ - / 560+0' 55ssrr�J \ PRO ECTAS NEEDED. ORDINATE WITH IDEWALK �. 560 00 �\ \ \ / I 561�8` \ \ •561.74 56�' 561 / 60.89 ' � - - 220 _ 1 / / \ \ // \ 560.41,' 56Q 559.96' \ \ 59.1 \ _ 5 �559 a5 %0 51 ,. �. _ _ - // / • .i / 1 1 560 79' \ TC, \ \ 558 Q 60.67 /560.10' / \\ \,�559.5- \ 557 ,a, 60.2' \ \ / ^ . \ TC �•. \ D MAIN LEVEL FFE: 561.06' / / / \ / / U 5 5s- � 559i _ 555 - 55S I " 1 / ' I 1'J,: 560.89' •., '• / \ 5TS 555 15' ♦ _ _ 56b 73:- _ I \ \ \ 5515 560 60 '� 560.39' ^o� o�J 559.96' 560.53' S59.32' G`j, , - _ \ :548: 549. _ � .\�,SS6 BS 550.03' � .. � � / - _ � _ \\ l \ - _ .- ^ - \ • 560 7J'il / TC l\ \ `- 7: 56wi. 560 TC z BS 544 75 86.79' \ // / \ \\ ✓ gA5 / _ _ - - - - - - - 9.94 S 4, _ _ - _ • - - - - - LP \ / / \ _556' - TC� \ \ / / \ / \ 539 8 0 : TS 544.60' , I _ \_ \ 560.94' 560.50, TC 89, 560. _ _ �♦ _ _ - �' � - ..� -t •: •. •. '.'..' � _ � � � _ � - _ � /\ 557- - - - •2 538,3A' 39. - _ \ � _ _ � _ � _ / A - / \ (/ 45 _. � •.{I _ _ _ _ _ _ � _ � � � _ ';:'���1'... �, a.T\`. � � _ _ � - _ - - -' - 1 1 / •' � / / / \ \ /> S6.?. \ \ \ \ � \\ XZ \ \ TC J • 560.89' \ / \ \\ \ 8 `s\ // \\ 1\ s�.07 / SA I y 537 ss' / r R LEC/EL EFE: 5315.56' _ \ r - / / I / /, I / / / / \ 559.29 \ I I I 537.65 / J 58�,8\// • \ \ \ / /--558/ .[uVIAIN LEVEL-FF�561 0' SEA?WALL-5a4--n _ \ I 1 ,- �\\ \ ', \ \ I I ,.e, i I \. HEIGHT:t15 ---544 ---�� �\ \ _ -T\ \ \ I 1 ,\` \ /- // ./ \\ \ \N \ I / 559 s9\ 1 I -- -- \ m \ - - 536.95 I I \ J I\ '4..�; /., 11 \ ^�. •I ..i.. \ , I / O 1 \I \ \ \ 540 537.05' �.'�•. r' �\ . 14 o _ +-•. -" \ \ ..: 56A.0 , ... / I i:� 560.25'- -I-`1' _ _ - � � •539 _ � _ ��_ -ti- \ � �.� T� 0� T \ \ I I �.t" / / / ' �' ^jam LP � / - _ _ _ � � .>� ��Y. _'.::w. - � • �»�.;•---•--. 4_ �� l � \ � 560.90' _ _ � _ -. _. _ \ \ \ � � - �-�' I `n 60.00' \ \ / I 1 y...,_ _r 537.70' \ \ \- I I 1 ,� , 1 561 56b.43' I /or\- - - - - _ \ 5�0.44' I SG .5�5• `' \ // `. \ 5,34- 562 //_53 // 537. 0• / / / / .'�- - ♦ / \ / / / ,-r.^; \ \ _ \ \ _ /,y\.' \ \ \ \ \ ✓ 56 8' I56-032 77 -_-- If / �• _ \ CONGS�'oTE D INAG - / ' / / / / / / / \ \ / / I 541.4I3' S�> \-560.89' .1 � _ / /.,/ /// 1 I ✓...f. . i:;:;.;./, / \ \ _ FLUME s . ! / � J:>^�.. / 1 rn 1,4 Yc/f / \ 1 / 0 56327 - - - - I5" RC- OUTFALL /' / '/ / \ 1 I I I I I 1 I 1 I I 1 \ / J I 1 I ...r.. T.;.;.;/:., j/ / / / , - I \ \ SS ifs // \♦' / \ 1 I I I \ \ \ �+ SS, � \ J, .. / / \ 560.5 , _ / � I I / `rm6, / / �'a N; .... \ _ lNV=523.0� `s / / / - I I I 1 , \ \ \ $ 1 .�.:;?. :::✓'.�'' �\:fi;:::: I 1 I \ 3� \ SS\ I mRAIN GE I I 1 I I �' CONCRETE iRSER \ Sa/ _ I - O I / , , _ CHANNEL / I I I I 1 1 \ / W/TRASHRACK 1 I I ai:i;': \ \ _ / / / 1 \ \ \ OiY / , � f`.::- •...I : f; _ / 7�HREAD I I I I , 1 I \ \ \ \ \ \ r. !:. ':. �r l _ 2SPld4LT r / 1 I TOP RACK=529616 /'i':I::.:�: y81;� j I 526 - / �� - - - - -, \ \ \ I I , 1 I I I \ o \ \ \ / Oi \a o. q/ ss� / ,C 1 I I I , w \ \ i LP / 1 \ / TOPCO�IG RISER-52756 / /:;/.;.: / �.f �Yj:. \ r' \ \ / �00'WPO'BUFFER _ / / - \ \ \ I I I 1 ° \ \ \ \ / / X V OUT=525.06 tB"RCP (NE r.: /: /. / \ ,! 525 \ 1 1 I I / 5so. U rr: I / / / \ \ / I IX TTOM STRUCTURE'S23. /'[ 1 ��\ _ - � I • / - � ��:�.-524 � / / _ - \ I 1 1 \ I I � 1 / \ I�� 1 \ 326w 1 1 �00,6b �� _ �/ \ I I \ I \ \ x'/ %lfir�;.,i;.:i•:i:;;!�;;;.;/.. r SEAT WALL HEIGHT t2 0 1.., 1 I 1 1\ / u� cr \ \ - BUFFER\ ri ✓;'�r.'/.'/i!F �'�r::: �!r:•!!:{ I /JG ROCK I� I I I I r✓ /x:.j: !':.: - /:'X':'.:.y;.'.:':' / /.•. i+�.:/':':'.X':Y:'�' 7tRMAU \ CRITIC L - -519- - SLOPES Y -' _ /UG4/ / /dG / _ _ � ^ � \ 1 I \ \ \ \ � ` \ l/ 11 �l��:f:f'j�CGF:; �''f;: �i�: Wit' .�:�:�:�:� / 1 - - � � / -517 \\ \ \ \ > \ \ \ \ �� \\ -_ \ \ll.l:E7:l:�.r.::':/:l•'�r:�'t, l / TRA - - - - - - \ \ . l/ 1.;.1. 1.;r.Y:�</ra:/ .r.l.l( �: / / t / . f,�;:;!;::✓�:•�:ir,'jt%::.;:;:;G:✓`;/:;!. � � \ \ I 1 \ crN \ \ \ \ \ \ \ \ \ \ \ -3D„ �P �515� I/ \ 1 1 \ \ / � o \ \ \ \ \ \ \ \ \'I:G1:l�j:�:Ij:'l:l,j�;:.:(:j:l:;.(:(J..,;;:.I,j:/.../::.:�. V=510:08 I 1 \ \ \ ` \ \ \ \ j�.:. '.?`:;r: ✓:i;::!:.r!�:x'':'. /.r,.✓,:!:i::;a: '.�:v'!:::i�:;:;...;,}:�.!;./.��. ✓;. j: �:x�:' r; ,/ / / \ \ _ -514-I _ - / yy y;.,:;.;...,...� \ � ` \ \ \ _ \ \ \ \ \ 1�.�..Ii.�l .r✓.' I \ \ \\ \\ \\ \ \ 'y�'l1:I rl�.�.y:TFiflifi�ij'lil'�1;(�(j`�j/ :.�:;:::'' \ l � � 1 y s/ \ \ \ \ \ \ I ; .F1�1�.. L��/.;:F�:1:1/rj�:1:� � ��j:I:y.tl.���♦ f � �/ � / / .: ::y..�,.�..y.;.✓!/;.y.;... a..Fr::/ I 30"RCfi I \ \''':'''b::;r.. \ \ \\ \\ \ \ \ \ \ \ ,11{,', j.1.t.,/a.`1:41;j�fl::rjilit{:I:I, \\ / <..,.y�:.y:..y...�!.... ...i /.. -� / _ \ \ .. \ \ \ \ \ I 1. I 1 I ' Ij..1;{t:' / / l CHA FENCE -� .,./,... �.� � .�i�✓�:�:�.;:�'/ `M-1 L ^\ \ �,'r,'., \ \ \ \ \ � \ \ \ \ \ \ \ \ I Ili�:�ajl���::a,j�:l);C;V1i�:(:I;{:I��j7:N LINK -512 a:1':4,.J1:�:1�.. \ \\ / � / f�4 / _ \ I( 1 C 1 1 1 1 I F FENC JM J/ CONCRETE -511 - _ \ �+.:':; \ \ \ \ I I:( I I I t 1 I'l l � I 1 / , F:, / / / PFO WETLAND /r I l \\ \ ` - \ \ \ \PFO WETLANb\ PAD \ �... , -\ \ \ \\ I t�7� I I{�1111{:; 1 III I'1 \ \ I � C'' / /' / -510--••Mi;:;':; �.:',' 'Qy / r j / / :i .,r.,...... � _ i ., �/� �\ % ♦, /� �'\'t' � / - _ / r ) \ I I I I t . I: � I III � .I 1 -509-Ali-4.4I I / J : t \ \ l _1<508:.,. vr.y \ -... ,..✓vt' _ .. �,:::�.i'�f: _ / / / / / ./ / / T1a:IS�ai::,;:I:1..1:1;j:;.1:1:;:(:V:1:1:::rc�.l:i��i:�.�:�:\:�:\ © 2020 BUSHMAN DREYFUS ARCHITECTS PC • ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN O ® 0 • • ♦' W z Li"I• OU � a Z N O vy v � CRAIG W. J. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04I2021 2 FSP COMMENTS 08/23/20; IGRADING SPOT I SHOTS PLAN 2 C5m3 HMR Yfu N 0 CJ o, a ^ m m U 2 ^ O M M 7 0 � �O U Cl) 7 U U') c o � N 104: VDOT STD. DI-1 M n o M c_oo M v v Lo - n N'4 _ � 1� STA 11+78.33 O 'ANON N co HDVO N Uo HOl-0i U� co Ml a0 N (0 00O Lo mr'.°i COS N Co Co mCoOa O O a TOP 536.75 �+Ui O+Co�H ' m^� O+co O o ,�,�,MF _ 0 CYO +r'.,n l- _ 0 +S,n� INV IN 529.34(119) o wU-) w �z >1 zp >� zzzp '�(Maz O �� z INV IN 105 O ( ) 6Qd> o Naa» �0 o~Oz z ��0 Qa»» '4 �0 >> 6( Z 0>> INV IN 113 FO ( ) mFZ �U)P -- �C)Fzzz z �U)�Z �U) INV OUT 527.04 (103) 550 550 565 1 545 545 PROPOSED J 540 GRADE oz 540 _ 13��11IN. 1 5 9 535 100 �O 00 535 113 / 93 95 530 OP 530 wl @g5 3' MIN. 525 525 EXISTING GRACE 520 520 STEP DOWN STRUCTU E WITH z' STEEL 515 PLATE 515 / 101 F 04 9 QE 3vg°[o 510 510 106: VDOT STD. DI-1 STA 10+65.73 TOP 539.25 INV IN 533.61 (107) INV IN 534.19 (125A) INV OUT 531.73 (105) 108: MH-1 STA 10+90.15 TOP 550.00 INV IN 542.00 (109) INV OUT 534.83 (107) 110: MH-1 STA 11+26.60 TOP 560.61 INV IN 547.58 (111) INV OUT 543.81 (109) 565 PROPOSED GRADE 560 560 A 0 TOP = 557.0 / 555 555 96" CMP (SWM2) / [0% SLOPE] 550 550 INV = 549.0 0 1 , pF 2RNOoE 545 2 R9 545 EXISTING STEP DOWN GRADE 10g Q STRUCTURE WI H Z" / 3' IN.a1`,OQE EEL PLATE. 540 `` 540 STEP DOWN STRUCTURE WITH 21" STE L PLATE. 535 A 535 6" PVC 10� O 2QR NO o 530 530 0 3'1$ QE ZA 0& 525 525 M o U U) V (0 r7 C CO C!C! U1 'y ~ u-, bj U'1 cc �nN N M m 0 - M U7 Lo Uo Lo 00 >�U')ZZ Z Qa--- 0ZZZZ N 555 125B: 15" Basin - Circular Grate STA 12+08.86 TOP 539.15 ^ INV IN 534.44 (125C) N INV OUT 534.34 (125A) N (O 106: VDOT STD. DI-1 o n M STA 10+00.72 Mm F 122: 24 x 24 inch Rectangular Structure TOP 539.25 U') Z STA 12+24.05 INV IN 533.61 (107) D_ - TOP 541.43 p > > NV IN 534.19 (125A) H ? ? INV OUT 533.70 (121) INV OUT 531.73 (105) 555 5Fn 550 550 545 545 PROPOSED EXISTING GF AIDE 540 GRADE 540 oe / ^ ` J / 535 x,/ 535 121 OF O 530 A 530 182 4E OF 15" H PE @ 1. 5% 525 525 520 520 515 515 c Lj D Lo 3 6(AT7 Cl) D(+CD �C)M - 0 a 0 Q > vU)�Z 56n 555 555 EXIS ING 550 G DE 550 545 545 PROPOSED GRADE 540 540 T MI . 535 535 125A 12 C 9.6V OF 39.0 ' OF 5" HDPE 15" NCIPE 0.50% @ .50% 530 530 525 525 520 520 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 12+25 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 STR 100 - STR 118 PROFILE STR 104 - SWM 2 PROFILE STR 104 - STR 122 PROFILE STR 106 - STR 126 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=5 VERT SCALE: 1"=5 m ro m 215B: 12" Basin - Circular Grate t? `m STA ??? `m In TOP 559.14 m U Co ^ M o m � rn E M INV IN 555.29 (215C) "'' m ^ t o^N ot2N o �v t oN U �N U av U INV OUT554.07(215A) ij ° mr;N ~ .N... Cm .N..i .N... O N 00 ~ N i v 00 ' v S i CO F N V v N W r O M 7 M Uo 00 r V N C Uo 00 M N 00 m M (6 204: MH-1 5 N m O a N N _ o O O U� 00 W t0 a0 U0 00 u7 7 LL7 M N O M m n CO (0 U') r O O to O M U7 M It U7 - O V0 Vo O O O O o M Lo M w ri (n m r� N (n m ri m a rn u� STA 10+00.00 m o U� Co m M v ,� CO 0 Cl)O U� LL7 �O U) U) m n V LL7 M OO Vi F mM LL7 - (0 U� N + OH m� Up00 M LL7 �NNU7 +O CoO Uo(O 2N Lo (n U) H M+oo U') � +�U1 U' � io w((00'r' � ���U') H ��mo TOP 559.88 i��(oo~ M+o�� ~ =+to~ zzp ��(n?z� p��z� �IOZO "LOK �Q„yz_� 6� INV IN551.40(205) iflQLo ap ��LoZZ0 ��a� Naazz z oaOZ O OHO 0 aoa0Z z az z Q EL 0> z Nm�� z OHO O O ol-O H » » ol-O 6j >> �Fp» �OZ INV IN553.84(215A) �FO> Na »> aOFO> NU)~--- Cm U) NV)FZZ N(nF- NV)H- NV)H-- INV OUT 551.30 (203) N��- N(nFZ? ? Cm z 570 57n 57n 570 57n 570 EXISTING GRADE 565 565 PROPOS D I GRA EL APPROX. LOCATION OF UGT. 1 CONTRACTOR TO VERIFY PROPOSED LOCATION AND DEPTH PRIO 6" FIRE LINE: TO CONSTRUCTION. 560 560 3. 1' -- _ -�- -�- 3'MIN. 1 - _ FIRE LINE'E' \ /� 1 TOP = 557.000 r 555 � 140.13' O 555 I 96" CMP f- 2 3 12" HDP (SWM2) 209 125. 2' OF 1.43° [0% SLOPE] 207 73.8 ' OF 16, DPE 205 183.74' OF 15" DPE @ 1.00% \ 550 \ 550 2 'HDPE 0.500 24" HOPE @ 0.5 % @ 0.51% ONTRACTOR FILL TO TO COMPACT T LEAST 95% INV = 549.000 STANDARD PROCTOR DENSITY 545 545 540 540 SWM 2 - STR 214C PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 565 565 PROPO ED GRADE EXISTING GRADE 560 560 3' MIN. 555 555 07.10' OF 12" HDPE @ 1.00% 215A 550 11.61' OF 550 12" HDPE @ 2.00% 545 545 540 540 9+50 10+00 11+00 11+50 STR 204 - STR 216 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -PROPOSED GRADE 565 565 EXISTING GRADE 560 560 4' 555 555 217 120.91' OF 24" HDPE 550 0.50% 550 545 545 540 540 9+50 10+00 11+00 11+50 STR 202 - STR 218 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE NOTE: PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN OC D O ® 0 r � 2 oil �LU • W • z W 2 OU � a Z to 0 CRAIG W J. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 ■ CHECKED BY C.KOTARSKI ■ DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 STORM & UTILITY PROFILES 1 C7mO HMR Yfu 575 575 z Z_ J_ 570 m 570 0 w to O D- O a. 565565 PROPOSED GRAD EXI TING FFE=561.00 GPJ,DE 560 560 CONNE EXISTII 6" CLASS 2 3.5' MIN. VERIFI DIP WATERLI E AND EI 555 555 3' 15" HDF 550 w 550 io z 50 545 545 > z z > w H wz H m �� W W m m o Q l7 O x V X p w LLI Q 540 C)rn co -(p io 540 CONNECT TO EXISTING 4" F TEE AND (2) 4" PLU CONTRACTOR TO VERIFY AND DEPTH PRIOR TO CONS- CTION TO JG WATERLINE. LOCATION EVATION. E 9+50 10+00 11+00 11+25 FIRE LINE A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 1;7n PROPOSED PUMP STATION INV. 540.63' r7n 565 565 PROPOSED GRADE 560 560 4"CL52DI FORCE MAIN EXISTING 555 GRADE 555 M WITH 4" 3 VALVES. LOCATION -RUCTION. \ 550 550 1 545 545 N. 540 540 z Z 535 w 535 o u, o 0 ow C14w W z m o + z m w wz m W In N N u7 m m 530 rn N v N Zo 530 6" PVC GRAVITY SANITARY SEWER 9+50 10+00 11+00 12+00 PUMP STATION TO FORCE MAIN HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 O Z J_ 570 m 570 w to O a O m a 565 565 PROPOSE GDE ZSTIN FFE=561.00 GRADE 560 560 3.5' MIN. � 6" CLASS 2 DIP WATE LINE 555 555 CONNECTION TO EXISTING WATERLINE 3" DIP VERIFY LOCATION WATERLINE AND ELEVATION. 550 550 Q w z of W I J 545 �Uj- m w 545 w IH­ 0 w > w Om z w a w m wx �m m (9 X W I__540 rn r - H 540 APPROX. LOCATI CONTRACTOR DEPTH AN I PRIOR TO CON; 9+50 10+00 11+00 11+50 DOMESTIC LINE B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 575 f0 O f0 C7 V OL M O L O co N O 4= N Unrno� C7+O m00mLo LQ C7+r�F ���Z=O It)L0 H ��Lo Lo 0 g��z CL qtU)Pzz .ri7n A7n R70 57n 565 565 560 560 PROPOSED BADE 555 555 EXISTING GRADE 2.3' MIN. 550 T P = 550.0 550 48" CMP (SWM1) [0% SLOPE] 545 V = 546.0 545 BIN O� y0^ e �^ Nh NJ 540 540 535 535 TIE INTO EXISTING MANHOI TO BE FIELD VERIFIED BY C PRIOR TO CONSTRUCTION. STRUCTURE IS IN POOR CO STRUCTURE MUST BE REP( 530 530 E. INVERT ONTRACTOR IF NDITION, ACED. 9+50 10+00 11+00 STR 300 - SWM 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 570 570 EXISTING 565 GRADE 565 PROPOSED GRADE 560 560 3.5' MIN. 1' IN. ON OF UGT. CONNECTION TO TO VERIFY EXISTING WATERLINE. LOCATION VERIFY LOCATION iTRUCTION. AND ELEVATION. 555 555 6" CLASS 2 DIP WATERLINE 550 550 w io Ox z io 545 X wz 545 In w �� m LLI a N 540 LL wQ 540 APPROX.LOCATI CONTRACTOR DEPTH AN PRIOR TO CON; 9+50 10+00 11+00 11+50 FIRE LINE C HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 580 565 565 PROP SED GRADE 560 560 EXISTING / ~ GRADE / 3' MIN 555 1 555 01 / 4' MIN. �- 3. ' 403 550 TOP = 550.0000� 204,43' OF 15" HDP 550 48" CMP D@ 1.00% (SWM1) 40� F [0% SLOPE] �3 6� pe 15' N 545 INV = 546.0 @ 3' Oob 545 540 1 540 535 535 530 1 1 530 9+25 10+00 11+00 12+00 SWM 1 - STR 404 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 580 580 575 575 570 570 EXISTING 565 GRADE 1 565 PROPOSED GRADE r CONNECTION TO 560 EXISTING WATERLI :)N OF UGT. VERIFY LOCATION TO VERIFY AND ELEVATION. (LOCATION ITRUCTION. 555 1' MIN. 6" ClSS 52 555 w DIP WATERLINE H m OX z io 550 3 550 J m Z FO< w w U w Q w¢ LL 545 545 VE. 13+00 13+50 STA 10+20.68 TOP 537.84 1 INV IN 533.56 (1A- 1B) INV OUT 533.46 (1 B - 1) STA 10 +04.24 .38 83TOP5INV IN 533.75 (BLDG INV OUT 533.65 (1A 580 560 z 1 z 0 J 7 m 0 575 w 575 O D- O Of o_ 570 570 EXISTING 565 IGRADE 565 PROPOSED GRADE FFE=561.00 560 560 3.5' MIN. / 1' IN. 555 555 6" CLASS 52 p� DIP WATERLI E V� z O H 550 w W 550 z O o p Z w w w m w m to ^� a 545 rn N to 545 9+50 10+00 11+00 9+50 FIRE LINE D HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 10+00 11+00 FIRE LINE E HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 D a m 7 C7 m a m 7 r 7 co J o Lo U It) ' = a0 O C a a0 cli r ov v U.)v D�oD co 0 mOOu') o 7+qt O u') Z) r'z O u)cm�D u')O �U)�z z ��z S7n .r,7n 565 565 560 560 555 PROPOSED GRADE EXISTING GRADE 555 550 2.5' TOP = 550.0 - 550 / i 545 48" CMP (SWM1) [0% SLOPE] INV = 546.0 .I icn `- 503 lcV nF 2.5' MIN. 545 501 540 1 1 .81' OF ' HDPE 0.50% 1 "HDPE 0.50% 540 535 535 530 530 9+25 10+00 11+00 12+00 12+50 SWM 1 - STR 504 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXTERNAL DROP MANHOLE\ REF. ACSA FIG. 2-1-C1 TOP 545.84 INV OUT 532.25 (TO PS WET WELL) INV IN 532.45 (E.D.) INV IN 540.64 (2 - 1) INV IN 532.45 (1B- 1) TOP 561.26 INV IN 552.16 (4 (1)) INV OUT 552.06 (3 - 2) bY:U�-Li J W w J 555 Of 555 ttl J O z 0 J 550 550 Lu w EXISTING U) GRADE / d P OPOSED / 0 GRADE 545 (L 1000545 540 I 540 FFE=538.50 nT3 ' 535 535 BLDG - 1A 3.83' OF 6" PVC @ 0.55% 1.3' 1 B - 1: 1 3.20' OF 6" PVC o @ 0.55/0 530 1 A - 1 B 530 6" PVC @ 0.55% 24" HDPE 525 1 525 12+00 9+50 10+00 11+00 12+00 BLDG TO PUMP STATION HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTE: PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. INV IN 551.52 (3 - 2) INV OUT 549.52 (2 - 1) REF. ACSA FIG. 2-1-C1 TOP 545.84 INV OUT 532.25 (TO PS WET WELL) INV IN 532.45 (E.D.) INV IN 540.64 (2 - 1) INV IN 532.45 (1B- 1) _rAri PROPOSED GRADE 560 560 EXISTING GRADE 555 555 550 550 3-2 7.16' OF 1i 8" PVC 2. 3 5' MIN. @ 7.50% 7� 8� 545 545 6 A 0 540 1 540 535 535 530 1 I 530 12+50 9+50 10+00 11+00 12+00 REROUTED GRAVITY TO PUMP STATION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 N OC D O 0 C9 ® 0 • • G W • z W _ � OU a Z OG 0 4Y�1" T Q v � > CRAIG W. J. KOTARSKI Lic. No. 0402048507 6 5-25-21.e3 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23I2021 STORM & UTILITY PROFILES 2 0 50 PROFILE SCALE C7ml Series XSGV-L Class I, Group D, Division 1 Submersible Grinder XP BARNES° www.cranepumps.com Specifications: DISCHARGE...............................2' NPT, Vertical LIQUID TEMPERATURE .............104•F (40-C) Continuous VOLUTE ......................................Cast Iron ASTM Ate$, Class 30. MOTOR HOUSING ......................Cast Iron ASTM A-48, Class 30. SEAL PLATE ..............................Cast Iron ASTM A-48, Class 30. IMPELLER: Design ....................12 Vane,Vortex, With Pump Out Vanes On Back Side. Dynamically Balanced, - ISO G6.3. Material ..................Cast Iron SHREDDING RING .....................Hardened 440C Stainless Steel Rockwell@ C-55. CUTTER ......................................Hardened 440CStainless Steel, I I III Rockwell® C 55. SHAFT........................................416 Stainless Steel SQUARERINGS .........................BUna-N HARDWARE................................300 Series Stainless Steel PAINT..........................................Air Dry Enamel. SEAL: Design ....................Tandem Mechanical, Oil Filled Reservoir. Material ...................Rotating Faces - Carbon Stationary Faces - Ceramic Elastomer - Buna-N Hardware -WO Series Stainless Series: XSGV-L CORD ENTRY..............................30ft. (9.1m)Std. Cord. Epoxy Sealed Housing with Secondary Pressure -&, 5O8-79r5HP, 3450RPM, Gromment for Sealing and Strain Relief. 60Hz UPPER BEARING: Design ....................Single Raw, Ball, Oil Lubricated Load .......................Radial SubmeraibleWashwater LOWER BEARING: P mpAsmdadm Design ....................Single Row, Ball, Oil Lubrication Load ........................Radial & Thrust MOTOR: Design ....................NEMA L-Single Phase, NEMA B-Three H' Phase Torque Curve. Oil -Filled, Squirrel Cage Induction. Insulation ...............Class F. UUnderwriters Laboratories Inc "O SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload LFile No. E73842 Protection to be Included In control panel, Requires Barnes@ Starter or C us Control Panel which Includes Capadtors, or Capacitor pack. THREE PHASE: Dual Voltage 230/460; Requires Overload Protection to be Included in control panel. C R Canadian Standards Association MOISTURE SENSORS................Normally Open (N/O), Requires relay File No. 160440 In control panel TEMPERATURE SENSORS ........ Normally Closed (WC), Requires relay Sample Specifications: Section 3 Page 14. In Control panel OPTIONAL EQUIPMENT.............Seal Material, Impeller Trims, DESCRIPTION: Cord Length THE GRINDER PUMP IS FOR USE IN HAZARD- OUS LOCATIONS AND IS DESIGNED TO RE- DUCE DOMESTIC, COMERCIAL, INSTITUTIONAL AND LIGHT INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY. SECTION 3C CRAN E PAGE a PUMPS &SYSTEMS DATE 11114 A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 International: (937) 615-3598 Series XSGV-L Performance Curve + 5O&-;,-- HP, 3450RPM, 60HZ BARNES® www.cranepumps.com . - .- ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . 11 \\�■■■■■ ����■.-ate\\�■■■�■--_ 1111M.- Eat■-------�...� - •... •1 IMMERSION •\■■■.-\■■.\■,■■■■■■■ SOMEONE 1000000 goommom '1���■■■■■■■■■■■■■■■■■■■■■■■■.��\�■\��\■■\�\�■■►\■\�■■\ MEMNON MENNEN --�� __-- MENNEN ■■■■■■ MENNEN U.S. GALLONS 20 40 60 80 100 120 PER MINUTE LITERS 1 2 3 4 5 6 7 PER SECOND Testing is performed with water, specific gravity 1.0 @ 680 F @ (200C), other fluids may vary perfor- mance SECTION 3C CRANE PAGE 6 PUMPS & SYSTEMS DATE 6/14 A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 International: (937) 615-3598 DESIGN CRITERIA: 1. THE NEW WASTEWATER PUMP STATION WAS DESIGNED TO HANDLE WASTEWATER FLOWS FROM IVY CREEK SCHOOL (PREP), JACK JOUETT MIDDLE SCHOOL, AND THE BOYS AND GIRLS CLUB OF ALBEMARLE. PEAK FLOW RATES WERE COMBINED FOR PREP AND JOUETT MS AS PEAK FLOWS ARE EXPECTED DURING NORMAL SCHOOL OPERATING HOURS, AND THE PEAK FLOW RATE FOR THE BOYS AND GIRLS CLUB WAS CALCULATED SEPARATELY AS THE PEAK FLOW IS NOT EXPECTED TO COINCIDE WITH PEAK FLOWS FROM PREP AND JOUETT MS. THE BOYS AND GIRLS CLUB PEAK FLOW IS EXPECTED TO OCCUR OUTSIDE OF NORMAL SCHOOL HOURS AS IT OPERATES AS AN AFTER -SCHOOL PROGRAM. 2. PREP HAS AN AVERAGE STUDENT AND STAFF POPULATION OF 125 AND JOUETT MIDDLE SCHOOL HAS AN AVERAGE STUDENT AND STAFF POPULATION OF 633 FOR A COMBINED TOTAL OF 758. THE VIRGINIA DEQ RECOMMENDED WASTEWATER FLOW FACTOR USED FOR DESIGN WAS 16 GALLONS PER DAY (GPD) PER PERSON OVER AN 8 HOUR DURATION, MULTIPLIED BY A PEAKING FACTOR OF 3 TO ARRIVE AT A PEAK FLOW RATE OF 76 GALLONS PER MINUTE (GPM). THE BOYS AND GIRLS CLUB HAS AN AVERAGE STUDENT AND STAFF POPULATION OF 300. THE VIRGINIA DEQ RECOMMENDED WASTEWATER FLOW FACTOR USED FOR DESIGN WAS 10 GPD PER PERSON OVER AN 8 HOUR DURATION, MULTIPLIED BY A PEAKING FACTOR OF 3 TO ARRIVE AT A PEAK FLOW RATE OF 19 GPM. FLOWS WILL BE CONVEYED FROM THE PUMP STATION THROUGH AN EXISTING 4" CAST IRON AND PVC FORCE MAIN FOR APPROXIMATELY 1,950 LINEAR FEET AND DISCHARGE INTO AN EXISTING GRAVITY SEWER MANHOLE. A 5.0 HORSEPOWER EXPLOSION PROOF SUBMERSIBLE GRINDER PUMP WITH 5.25" IMPELLER WAS SELECTED FOR THIS PUMP STATION. DESIGN SUMMARY: 1. THE PUMP STATION CONSISTS OF TWO (2) EXPLOSION -PROOF SUBMERSIBLE GRINDER PUMPS. EACH PUMP IS CAPABLE OF PUMPING THE PEAK FLOW RATE. 2. IN THE EVENT OF A POWER FAILURE, THE STANDBY GENERATOR FOR JACK JOUETT MIDDLE SCHOOL WILL PROVIDE EMERGENCY BACKUP POWER. IF THE PUMPS ARE OUT OF SERVICE, AN EMERGENCY PUMP CONNECTION IS PROVIDED TO ALLOW A PORTABLE PUMP TO BE USED. 3. STATION CONTROLS WILL BE BASED ON FLOAT SWITCHES IN THE WET WELL. PUMP STATION NOTES: 1. THE WET WELL AND VALVE VAULT SHALL BE CONSTRUCTED OF PRECAST CONCRETE. THE PRECAST SUPPLIER SHALL SIZE THE STRUCTURE WALLS TOP AND BASE TO ACCOUNT FOR THE ANTICIPATED LOADS DEPTH AND FLOATATION AND PROVIDE CALCULATIONS SIGNED BY A VIRGINIA LICENSED PROFESSIONAL ENGINEER WITH THE SUBMITTALS. 2. PRECAST STRUCTURES SHALL HAVE A MONOLITHIC BASE SECTION. THE JOINTS BETWEEN PRECAST SECTIONS SHALL BE TONGUE AND GROOVE WITH AN O-RING RUBBER GASKET. A FLEXIBLE JOINT SEALANT IS REQUIRED BETWEEN PRECAST STRUCTURE SECTIONS. THE WET WELL AND VALVE VAULT SHALL BE SUPPLIED WITH A FLAT TOP WALL (NO SPIGOT JOINT) TO ALLOW FOR THE SPECIFIED HATCH TO BE BOLTED TO THE TOP OF THE STRUCTURE. 3. THE ENTIRE EXTERIOR SURFACE OF ALL PRECAST CONCRETE STRUCTURES SHALL BE COATED WITH A COAL -TAR EPDXY TYPE BITUMINOUS COATING TO A MINIMUM 23 MIL THICKNESS. AN EXTERNAL WRAP SHALL BE USED AT ALL JOINTS WHERE PRECAST CONCRETE SECTIONS JOIN TOGETHER. THE WRAP SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM C877 TYPE III AND C990. 4. ALL MISCELLANEOUS METAL IN THE WET WELL SHALL BE STAINLESS STEEL ALLOY DESIGNED FOR USE IN SEWAGE STRUCTURES. ALL BOLTS, NUTS AND OTHER FASTENERS IN WET WELL AND VALVE VAULT SHALL BE 316 OR 304 STAINLESS STEEL. 5. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. 6. PUMPS SHALL BE EXPLOSION PROOF. 7. FLOATS SHALL BE INTRINSICALLY SAFE. 8. CONTRACTOR SHALL CONFIRM PENETRATION SIZES AND LOCATIONS PRIOR TO ORDERING PRECAST STRUCTURES. 9. ALL PACKAGED PUMP STATION COMPONENTS SHALL BE SUPPLIED BY A UNITARY SOURCE INCLUDING PUMPS, MOTORS, CONTROLS, CONTROL PANEL, AND BREAKAWAY FITTINGS. 10. FLOATS SHALL BE POSITIONED TO PREVENT INFLUENT FLOW FROM AFFECTING PROPER OPERATION OF THE PUMP STATION. 11. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS (INCLUDING ADEQUATE WATER SUPPLIES FOR SEVERAL PUMPING CYCLES) NECESSARY TO CONDUCT MANUFACTURER'S STARTUP PROCEDURE, TRAINING, AND PUMP PERFORMANCE TESTING. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CERTIFIED STARTUP DOCUMENTATION TO THE ENGINEER FOR REVIEW. 12. ALL EXPOSED PIPE SHALL BE FLANGED CLASS 53 DUCTILE IRON AND ALL BELOW GRADE PIPE SHALL BE MECHANICAL JOINT CLASS 52 DUCTILE IRON UNLESS OTHERWISE STATED. ALL DUCTILE IRON PIPING SHALL INCLUDE PROTECTO 401 INTERNAL LINING. RESTRAIN ALL JOINTS. 13. ALL DUCTILE IRON PIPE SUBMERGED IN RAW WASTEWATER SHALL HAVE A COAL TAR EPDXY COATING TO A MINIMUM 16 MIL THICKNESS. BARNES® www.cranepumps.com Series XSGV-L Class I, Group D, Division 1 Submersible Grinder XP 4.56� (116) nches �(mm) I 3.5" NPT 11.25 (286) 30.67 (779) (118 27.21 1-� 9.12 (61 1) (232) 2" NPT DISCHARGE (1911) (38) 13.56 4.43 344 (113) MODEL NO PART NO HP VOLT/PH Hs RPM NEMA FULL LOCKED CORD CORD CORD (Mom) START LOAD ROTOR SIZE TYPE 0.13 CODE AMPS AMPS inch(mm) XSGV3002L 127330 3 200/1 60 3450 G 25.2 86.0 1014 SOW 0.745 (19) XSGV3022L 127331 3 230/1 60 3450 G 21.7 75.0 10/4 SOW 0.745 (19) XSGV3062L 127332 3 200/3 60 3450 J 17.0 65.0 10/4 SOW 0.745 (19) XSGV3032L 127333 3 230/3 60 3450 K 14.5 62.0 10/4 SOW 0.745 (19) XSGV3042L 127334 3 460/3 60 3450 K 7.2 31.0 10/4 SOW 0.745 (19) XSGV3052L 127335 3 575/3 60 3450 J 5.6 22.6 1014 SOW 0.745 (19) XSGV5002L 127336 5 200/1 60 3450 F 42.0 134.0 614 SOW 1.030 (26) XSGV5022L 127337 5 230/1 60 3450 H 39.0 136.0 8/4 SOW 0.930 (24) XSGV5062L 127338 5 200/3 60 3450 K 25.0 122.0 10/4 SOW 0.745 (19) XSGV5032L 127339 5 230/3 60 3450 L 21.9 120.0 10/4 SOW 0.745 19 SGV5042L 127340 5 460/3 60 3450 L 11.0 60.0 10/4 SOW 0.745 19 XSGV5052L 127341 5 575/3 60 3450 L 8.8 46.0 10/4 SOW 0.745 (19) XSGV7532L 127342 7.5 230/3 60 3450 J 22.3 136.0 10/4 SOW 0.745 (19) XSGV7542L 127343 7.5 460/3 60 3450 J 11.2 68.0 10/4 SOW 0.745 (19) XSGV7552L 127344 7.5 575/3 60 3450 G 1 8.2 45.0 10/4 SOW 0.745 (19) Moisture and Temperature sensor cord for all models is 18/5 SOW, 0.476 (12mm) O.D. IMPORTANT! 1.) MOISTURE AND TEMPERATURE SENSORS MUST BE CONNECTED TO VALIDATE THE UL LISTING. 2.) A NON -SPARKING BREAKAWAY FITTING MUST BE USED TO VALIDATE THE UL LISTING. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSORS. CONTACT BARNES PUMPS FOR INFORMATION CONCERNING MOISTURE SENSING RELAYS FOR CUSTOMER SUPPLIED CONTROL PANELS. 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AND WASTEWATER. DO NOT USE TO PUMP FLAMMABLE LIQUIDS. 5.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSUNFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. CRAN E PUMPS & SYSTEMS SECTION 3c PAGE 5 ® DATE 6/09 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 DEMOLITION NOTES: 1. THE NEW WASTEWATER PUMP STATION WILL BE REPLACING THE EXISTING JOUETT MIDDLE SCHOOL WASTEWATER PUMP STATION. THE CONTRACTOR SHALL DETERMINE THE MOST ECONOMICAL ALTERNATIVE BETWEEN TOTAL REPLACEMENT AND SALVAGING EXISTING EQUIPMENT. 2. THE NEW WASTEWATER PUMP STATION WAS DESIGNED AROUND THE EXISTING PUMP MAKE AND MODEL AND THEREFORE COULD UTILIZE THE EXISTING PUMPS, CONTROLS, PIPING, VALVES, HATCHES. THE CONTRACTOR SHALL PROVIDE AN INVENTORY OF ITEMS TO BE SALVAGED FOR APPROVAL PRIOR TO CONSTRUCTION. 3. IN ORDER TO REUSE THE EXISTING WASTEWATER PUMPS, THE IMPELLERS WOULD NEED TO BE REPLACED WITH A LARGER 5.25" DIAMETER. 4. MAINTENANCE OF WASTEWATER SERVICE MUST BE PROVIDED TO THE EXISTING SCHOOLS SO A BYPASS PUMPING PLAN MAY BE REQUIRED WHEN SALVAGING EXISTING EQUIPMENT. THE CONTRACTOR SHALL PREPARE A DETAILED BYPASS PUMPING PLAN AND SUBMIT TO THE OWNER AND ENGINEER FOR REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WASTEWATER LEVEL IN EXISTING STRUCTURES AND DEWATERING AS NEEDED TO PREVENT OVERFLOWS. 5. THE EXISTING PRECAST STRUCTURES SHALL BE DEMOLISHED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: A. DEWATER THE EXISTING WET WELL USING A SEPTIC HAULER OR OTHER MEANS AND DISPOSE OF CONTENTS AT A DEQ PERMITTED WASTEWATER TREATMENT PLANT. B. DISCONNECT POWER TO THE EXISTING PUMP STATION. C. REMOVE EQUIPMENT, PIPING, WIRING, ETC. FROM EXISTING PUMP STATION, CAREFULLY SALVAGING ITEMS DESIGNATED FOR REUSE. D. CUT PENETRATING PIPES AND CONDUIT AT THEIR ENTRY POINTS INTO THE EXISTING PUMP STATION WET WELL AND VALVE VAULT AND INSTALL CAPS. E. WASHOUT, DISINFECT, AND DEWATER EXISTING PUMP STATION. SPREAD LIME TO STABILIZE ANY RESIDUAL MATERIAL. F. CUT FOUR HOLES EACH IN THE FLOORS OF THE WET WELL AND VALVE VAULT, EQUALLY SPACED AROUND THE CIRCUMFERENCE. HOLES SHALL BE A MINIMUM OF 3" DIAMETER. G. FILL IN THE PUMP STATION WET WELL AND VALVE VAULT STRUCTURES WITH INERT MATERIAL SUCH AS SAND OR FLOWABLE FILL. H. REMOVE ALL ABOVE GRADE CONDUITS AND WIRING ASSOCIATED WITH THE PUMP STATION. I. DEMOLISH PUMP STATION WET WELL AND VALVE VAULT STRUCTURE WALLS DOWN TO A POINT 24" BELOW PROPOSED GRADE. J. REMOVE PUMPS, FLOATS, WIRING, HATCH, MOUNTING BRACKETS, HOIST, AND ANY OTHER ITEMS DESIGNATED FOR SALVAGING FROM EXISTING WET WELL. K. CUT EXISTING ABANDONED PIPES FLUSH WITH EXISTING WET WELL AND VALVE VAULT INTERIOR WALLS AND FILL ABANDONED PIPES WITH FLOWABLE FILL. 8± LF OF 8110 PVC SDR-26 AT 5% KOR-N-SEAL 106 SERIES RUBBER BOOT GROUT FILLET SUBMERSIBLE GRINDER PUMPS SS HOIST SOCKET (HALLIDAY MODEL D2V OR APPROVED EQUAL) 60"0 PRECAST CONCRETE WET WELL ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) EXISTING JOUETT HOIST TO BE USED AT THIS PUMP STATION STAINLESS STEEL HOIST SOCKET (HALLIDAY MODEL D2V OR APPROVED EQUAL) - TOP ELEV.= 546.50 FINISHED GRADE = 546.00± 69rtv►inIteT9I■]=IC7_vI 60"0 PRECAST CONCRETE WET WELL STAINLESS STEEL LIFTING CHAIN) KOR-N-SEAL 106 SERIES RUBBER BOOT 5± LF OF 8"0 SDR-26 PVC AT 5% 8"0 INV. IN = 532.00 HIGH LEVEL ALARM ELEV. = 531.50 LAG PUMP ON ELEV. = 531.00 LEAD PUMP ON ELEV. = 530.50 FLOAT LEVEL CONTROLLER (TYP.) (SEE ANCHOR FLOAT DETAIL SHEET C8.1 BOTH PUMPS OFF ELEV. = 528.50 LOW LEVEL ALARM ELEV. = 528.00 BASIN FLOOR ELEV. = 526.50 8" MIN.- 8" OF #57 UNDISTURBED SUB 3" PLUG VALVE 3" SWING CHECK VALVE WITH LIMIT SWITCH, LEVER AND WEIGHT FLOAT LEVEL CONTROLLER (TYP.) INK SEALS (TYP. 3"0 CL 53 DI (PE X FE) O RUBBER BOOT (TY +P.) 0 VMANHOLE J % ° STEP 3" DRESSER \ y'. ..1 COUPLING 3"0 SCH. 80 PVC DRAIN PIPE WITH FLEXIBLE COUPLING, P-TRAP, AND TIDEFLEX TF-2 CHECK VALVE (OR APPROVED EQUAL) AT Y4' PER FOOT 1' 0' 1' 2' 4' SCALE: 1/2" = V-0" 4" MUSHROOM VENT PUMP STATION PLAN VIEW SCALE: 1/2" = T-0" 3"CL53DI (FE X PE) ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) 3" TEE PRESSURE GAUGE ASSEMBLY 60"0 PRECAST CONCRETE VALVE VAULT 3" 90o BEND ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) 4" MUSHROOM VENT 60"0 PRECAST CONCRETE VALVE VAULT _ ��� �� •- I ��-,�•,�- ,�! ,�-� , III ; ; ® `I� O ,-� •1�1111 II I I I II I I I I�� r � III/ - • e ■ 1 ■ 111 • ■ 1' 0' 1' 2' 4' SCALE: 1/2" = V-0" GRAVEL SURFACE (SEE TYPICAL SECTION SHEET C8.1I) 1 NEW 60"0 PRECAST CONCRETE VALVE VAULT LP NEW 8" GRAVITY SEWER / (SEE SHEETS C4.0-C4.2) 5± LF OF 8"0 PVC SDR-26 AT 5% SLOPE PUMP STATION SECTION VIEW / A NEW 4" EMERGENCY PUMP CONNECTION 4"x3" REDUCER 3" PLUG VALVE 3" TEE PRESSURE GAUGE ASSEMBLY STAINLESS STEEL PIPE SUPPORT GROUT FLOOR TO DRAIN 1/4" PER FOOT MIN. MIN. 8" MIN OF #57 STONE SUBGRADE, COMPACTED TO 950 MODIFIED PROCTOR PER ASTM D1557 NEW 4" FORCE MAIN / h� (SEE SHEETS C4.0-C4.2) NEW 6" GRAVITY SEWER (SEE SHEETS C4.0-C4.2) YMU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ■ ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepanners.co 434.245.5803 N IY D O W 0 2 r/ o il O W W 2 O U a Z V) tY INES O OF BRUCE I. S9RICUM JR 7 11c. No. 056612 oA 8/23/2021 �i� PROJECT NO 46423 CHECKED BY B. STRICKLAND DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 PUMP STATION PLAN AND SECTION C8n0 SITE PLAN SCALE: 1" = 10' SCALE 1"=10' 0 1020' CORD GRIPS (TYP OF 5) SS FLOAT BRACKET (ATTACH TO WET WELL WALL WITH SS ANCHORS PER CARRIER PIPE SEE SCHEDULE M165 VARIES ACCORDING TO CAMLOK COUPLING BY PT COUPLING CO OR APPROVED EQUAL COORDINATE WITH OWNER TO MATCH HOSE TYPE AND SIZE 4x4-W4.OxW4.0 WWR VALVE BOX &COVER 2'x2'x4" 3000 PSI (TYP. PAD (TYP.) 90° FLANGED ELBOW 0 M "I'll, HEMS © 2020 BUSHMAN DREYFUS ARCHITECTS PC MANUFACTURER'S PIPE SIZE (APPROX41/2" 4x4-W4.OxW4.0 WWR HOOK INSTRUCTIONS) VARIES TOTAL ADJUSTMENT)` . :; ARCHITECT — BUSHMAN DREYFUS ARCHITECTS PC C W LANDSCAPE ARCHITECT SCHEDULE M165 >O ,� O'SHEA+ WILSON SITEWORKS ADJUSTABLE SADDLE i+) U I CIVIL ENGINEER (DIM IN INCHES) Z TIMMONS GROUP D FLANGED x PE PIPE SIZE A B C PIPE STRUCTURAL ENGINEER DIA X LG DMWPV 2-3 21 7 11 g X 5 MEP ENGINEER ADJUSTABLE SADDLE WITH 2RW FLOAT 4-12 3 72 22 8 X 5 SUPPORT PIPE, MSS TYPE 900 MJ ELBOW LIGHTING DESIGN MIN. 6" VDOT 57 STONE SWITCH 38, SEE SCHEDULE M165 MITEE RANDY BURKETT LIGHTING DESIGN 0 0 0 0 0 0 o AGGREGATE 14-16 4 9 3 a X 5 MSS TYPE 37, AS REQD ( ) PLUG VALVE CORD INTERIOR DESIGN � / WEED BLOCK WEIGHT 18-20 6 11 34 �qX6 GLICKMAN DESIGN STUDIO �����������������, FABRIC /��/��/��/��/��/��/� ��/ NOTE: A ACOUSTICIAN COMPACTED SUBGRADE REFER TO PUMP 24-36 6 11 4 3 X 6 NOTES: ACOUSTICAL CONSULTING SERVICES (98% STD. PROCTOR) FLOAT SWITCH STATION SECTION 1. ALL PIPING SHALL BE DUCTILE IRON. FOR FLOAT SWITCH 2. ALL JOINTS SHALL BE RESTRAINED. ELEVATIONS B EXPANSION ANCHOR BOLT 3. SEE SITE PLAN FOR PIPE SIZES AND LAYOUT. (D) (2 REQD EACH SUPPORT SEE SCHEDULE M165) GRAVEL SITE DETAIL SCALE: NOT TO SCALE FLOAT SWITCH AND WALL BRACKET DETAIL SCALE: NOT TO SCALE ADJUSTABLE PIPE SUPPORT SCALE: NOT TO SCALE OWNERS REPRESENTATION MILESTONE PARTNERS EMERGENCY PUMP IlopezQmilestonepartners.co CONNECTION DETAIL 434.245.5803 SCALE: NOT TO SCALE CN OC D O ® OC W •il (A 0 • W NOTE: 1. ALL PIPE FITTINGS SHALL BE STAINLESS STEEL AS REQUIRED • U OR BRASS NPT SUITABLE FOR WASTEWATER Q O APPLICATIONS UNLESS OTHERWISE NOTED. PUMP STATION CONTROL Z 2. MOUNT GAUGE ON SIDE OF PIPE AND ORIENT PANEL 0 SO THAT IT IS VISIBLE FROM ABOVE GRADE. — N ® FUSED DISCONNECT A 91/8 GALVANIZED (REFER TO ELECTRICAL 3 PRESSURE GAUGE (4 2' STEEL UNISTRUT DESIGN BY OTHERS) 3 ASHCROFT MODEL 1009 0 0-60 PSI) WITH SNUBBER o SEAL -OFF IN >. (ORIENT GAUGE SO IT IS 0 0 ;,, CONDUIT (TYP.) VISIBLE WITHOUT ENTERING o 0 VAULT) RUBBER BOOT A 3"0 GALVANIZED TH OF STEEL POSTS 12"Ox36" CONCRETE 2' DIAPHRAGM SEAL KORBAND S.S. ASSEMBLY WITH CAP (TYP) NEMA 4X JUNCTION BOX FOOTING (3000 PSI MIN) f COPOLYMER INTERIOR / / BRUCE I. SIRICU M) JR'Z POLYPROPYLENE PLASTIC WET o r� ; \or � H U bc. No. 056612 112" GRADE 5-3/4" {� 60 STEEL REINFORCEMENT WELL WALL S.S. PIPE CLAMP n T C STATION . a e .;, POWER FROM "O C ;` EXISTING PUMP STATION o��SSTO z" SS OR BRASS 2" SS OR BRASS NIPPLE SECTION -A C JOUETT AS REQUIRED BY jOGSY' NAL BALL VALVE INTEGRAL BOSS MIDDLE SCHOOLCONDUITS 1 0 SIGNAL CONDUIT 1 0 MANUFACTUREROAND OR TAPPING POWER CONDUIT APPLICABLE CODES SLEEVE SIGNAL CONDUIT PRESSURE MANHOLE STEP DETAIL RUBBER BOOT PUMP STATION CONTROL STRUCTURE GAUGE ASSEMBLY SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE C , ' fj_ PRECAST CONCRETE WET WELL PUMPS WET WELL FILLET PLAN SCALE: 1 "=V-0" NOTE: ALL METAL HARDWARE SHALL BE 316 STAINLESS STEEL. STAINLESS STEEL SLEEVE - DIAMETER AS RECOMMENDED BY SEAL MFR. MECHANICAL SEAL (STAINLESS STEEL LINK SEAL OR APPROVED EQUAL) PIPE DIAMETER AND MATERIAL AS SHOWN ON PLANS CONCRETE WALL ANCHOR COLLAR W/ 2" WATER STOP CONTINUOUSLY WELDED ON BOTH SIDES WALL PENETRATION SCALE: NOT TO SCALE PROJECT NO 46423 ELECTRICAL NOTES: CHECKED BY B. STRICKLAND 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXTENSION OF POWER AND COMMUNICATIONS FROM THE EXISTING PUMP STATION. REFER TO ELECTRICAL DESIGN (BY OTHERS) FOR DETAILS AND MATERIAL DATE 02/05/2021 SPECIFICATIONS. 2. ALL ABOVE GRADE ENCLOSURES SHALL BE PAD LOCKABLE. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS; AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE EQUIPMENT MANUFACTURERS. 4. NO ELECTRICAL SPLICES ALLOWED IN THE WETWELL. 5. ALL EXTERIOR CONDUITS SHALL BE UNDERGROUND AND SHALL BE INSTALLED PER 1996 NEC TABLE 300-5 AND TABLE 300-50 AND ARTICLE 300-6 (PROTECTION AGAINST CORROSION). 6. CONTRACTOR SHALL PROVIDE AN EARTH DRIVEN GROUND CONNECTION TO THE PUMP STATION AT THE MAIN GROUNDING LUG IN ACCORDANCE WITH NEC. CONTROL PANEL NOTES: 1. THE DUPLEX PUMP CONTROL PANEL SHALL INCLUDE ALL HARDWARE AND/OR SOFTWARE REQUIRED FOR ALL OPERATIONAL FUNCTIONS. 2. THE CONTROL PANEL SHALL BE UL LISTED AND TESTED AS AN INTEGRAL UNIT BY THE PUMP STATION MANUFACTURER. 3. ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A COMMON NEMA 4X STAINLESS STEEL, DEAD FRONT TYPE ENCLOSURE AND CLEARLY LABELED TO INDICATE FUNCTION. 4. PROPERLY SIZED HEAVY-DUTY CIRCUIT BREAKERS SHALL BE FURNISHED FOR EACH PUMP MOTOR. 5. NEMA RATED MAGNETIC STARTERS WITH UNDER VOLTAGE RELEASE AND OVERLOAD PROTECTION ON ALL THREE PHASES SHALL BE FURNISHED FOR EACH PUMP MOTOR. 6. CONTROL PANEL SHALL COME EQUIPPED WITH THERMAL MAGNETIC CIRCUIT BREAKER FOR ALL CONTROL CIRCUITS, PUMP MODE SELECTOR SWITCHES (H-O-A), SIX -DIGIT ELAPSED TIME METER, HIGH PUMP TEMPERATURE PROTECTION CIRCUIT, 115V SINGLE PHASE DUPLEX GROUND FAULT RECEPTACLE PROTECTED BY A THERMAL MAGNETIC CIRCUIT BREAKER AND MOUNTED ON THE SIDE OF THE PANEL, APPROPRIATELY SIZED STEPDOWN TRANSFORMER TO SUPPLY 115V AC SINGLE PHASE POWER FOR CONTROL AND AUXILIARY EQUIPMENT (IF REQUIRED), TRANSIENT VOLTAGE SURGE SUPRESSOR, PHASE MONITOR, AND PANEL HEATER. 7. THE PUMP STATION, AS FURNISHED BY THE MANUFACTURER, SHALL BE COMPLETELY WIRED, EXCEPT FOR ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 POWER FEED LINES TO THE BRANCH CIRCUIT BREAKERS AND FINAL CONNECTIONS TO REMOTE ALARM DEVICES. 8. CONTROL CIRCUIT WIRING INSIDE THE PANEL, WITH EXCEPTION OF INTERNAL WIRING OF INDIVIDUAL COMPONENTS, SHALL BE 16 GAUGE MINIMUM, TYPE MTH OR THW, 600 VOLTS. POWER WIRING TO BE 14 GAUGE 2 FSP COMMENTS 08/23/2021 MINIMUM. MOTOR BRANCH WIRING SHALL BE 10 GAUGE MINIMUM. 9. ALARM SIGNALS SHALL BE ANNUNCIATED LOCALLY AND SHALL BE TRANSMITTED REMOTELY TO THE EXISTING JOUETT MS BUILDING AUTOMATION SYSTEM. LIQUID LEVEL CONTROL NOTES: 1. THE LEVEL CONTROL SYSTEM SHALL START AND STOP THE PUMPS IN ACCORDANCE TO THE WET WELL LEVEL. UPON OPERATOR SELECTION OF AUTOMATIC OPERATION, A FLOAT SWITCH SHALL START ONE PUMP MOTOR WHEN WATER RISES TO THE "LEAD PUMP ON LEVEL". WHEN THE WATER IS LOWERED TO THE "PUMP OFF LEVEL", THE SYSTEM SHALL STOP THIS PUMP. THESE ACTIONS SHALL CONSTITUTE ONE PUMPING CYCLE. SHOULD THE WATER LEVEL CONTINUE TO RISE, AN ADDITIONAL FLOAT SWITCH SHALL START THE SECOND PUMP AFTER REACHING THE "LAG PUMP ON LEVEL" SO THAT BOTH PUMPS OPERATE TOGETHER. BOTH PUMPS SHALL STOP AT THE SAME "PUMPS OFF LEVEL". CIRCUIT DESIGN IN WHICH APPLICATION OF POWER TO THE LAG PUMP MOTOR STARTER IS CONTINGENT UPON COMPLETION OF THE LEAD PUMP CIRCUIT SHALL NOT BE ACCEPTABLE. 2. THE LEVEL CONTROL SYSTEM SHALL WORK IN CONJUNCTION WITH THE ALTERNATOR RELAY TO SELECT FIRST ONE PUMP, THEN THE SECOND PUMP, TO RUN AS "LEAD" PUMP. ALTERNATION WILL OCCUR AT THE END OF EACH PUMPING CYCLE. 3. A SEPARATE FLOAT SWITCH, AND INTRINSICALLY SAFE RELAY SHALL BE USED TO ALERT MAINTENANCE PUMP STATION PERSONNEL TO A HIGH WATER LEVEL IN THE WET WELL. SHOULD THE WET WELL LEVEL RISE TO THE "HIGH WATER ALARM" LEVEL, THE FLOAT SWITCH AND INTRINSICALLY SAFE RELAY SHALL ENERGIZE THE ALARM SIGNAL. THE ALARM SIGNAL SHALL COMPLETE A 115 VOLT AC CIRCUIT FOR AN EXTERNAL ALARM DEVICE. AN NOTES AND INDICATOR, VISIBLE FROM FRONT OF CONTROL PANEL, SHALL INDICATE HIGH LEVEL CONDITION EXISTS. THE ALARM SIGNAL SHALL BE MAINTAINED UNTIL WET WELL LEVEL IS LOWERED AND ALARM CIRCUIT MANUALLY DETAILS RESET. 4. A SEPARATE FLOAT SWITCH, AND INTRINSICALLY SAFE RELAY, SHALL BE USED TO ALERT MAINTENANCE PERSONNEL TO A LOW WATER LEVEL IN THE WET WELL. SHOULD THE WET WELL LEVEL DROP TO THE "LOW WATER ALARM" LEVEL, THE FLOAT SWITCH AND INTRINSICALLY SAFE RELAY SHALL ENERGIZE THE ALARM SIGNAL. THE ALARM SIGNAL SHALL COMPLETE A 115 VOLT AC CIRCUIT FOR AN EXTERNAL ALARM DEVICE. AN INDICATOR, VISIBLE FROM THE FRONT OF CONTROL PANEL, SHALL INDICATE LOW LEVEL CONDITION EXISTS. THE C8ml ALARM SIGNAL SHALL BE MAINTAINED UNTIL WET WELL LEVEL IS RAISED AND ALARM CIRCUIT MANUALLY RESET. JACK JOUETT BUSHMAN MIDDLE SCHOOL I HIMS © 2020 BUSHMAN DREYFUS ARCHITECTS PC ti / ARCHITECT �BUSHMAN DREYFUS ARCHITECTS PC 820-B EAST HIGH STREET \ CHARLOTTESVILLE VIRGINIA 22902 f 434.295.1936 v v \ - \ (4) SHUMARD O/{l( LANDSCAPE ARCHITECT WORKS oshea@siteworks-studio.com OIOLSON SIT io.com os hea@siteworks-stud io. corn CIVIL ENGINEER TIMMONSGROUP Craig.Kotarski@timmons.com 434.372.1688 STRUCTURAL ENGINEER DMWPV sbarber@dmwpv.com \ _ (2) GINGKO 434 293 5171 \ MEP ENGINEER L (4) GII8K0 / / peterm@2m.com 434.296.2116 / (3) WILLOW OAK M ✓� \ _ OWNERS REPRESENTATION / — MILESTONE PARTNERS I - ' 434.245.580 tonepartners.co • 434.245.5803 — AMP WHITE OAK )YOSHINOCHERRY \ I � � }} i \ (5) WILLOW OAK \ ✓(2) GINGKO / / r + ---- ,. (2) WILLOW OAK \\\\\\\\ \\\\\\\ BOYS &GIRLS CLUB I County of Albemarle ----- Conservation Plan Checklist —To Pe he laced on Landscape Plans P (Handbook, pp III-284-111-297 for complete epeeiRcations) 1. The following Items shall be shown an the plan: / \ ® Trees to be saved;--_—_--��������� / i // �/ ///// j jr / ^�✓ / V A i�j'THQF _ A ® limits of clearing (outside dripline of trees to be saved); — — —_ — — _ — _ / / / ffencing; ® Location and type oprotective fencing / i//i V v v / // / V I l \ V o Grade changes requiring tree wells or walls; - — _ _ —_ — — — _ — — \ i i \ / / / / / / r — ^ / i/ / / / \ \ / I I \ \ \ \ Ci 0 EA ® Proposed trenchingor tunneling beyond the limits of clearing. — — — — — — / / / / //// /j vA v v — — t 2. kins: --_ -----��\\� �� �/ 0823.21 v / / A000909 ® All trees to be saved shall he 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. Eauioment Opera 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. Soll Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: //� / EXISTING WOODS ® Fires are pot permitted within ] 00 feet of the dripline of trees to be saved. - �/ �\ VAv�-- A \ I II ll Ill/lit C • .CLUBS 7. Toxic Materials: 1 %/ / �, MIXED PINE AND A — A — \ \ \ v \ \ \1IIII II II III I I IIII I/11////l//// OF EXISTING / // \ 0 Toxic materials shall not be stored within 100 feel of the dripline of trees to be saved. / //�/i �I/ // // / i DECIDUOUS CANOPY \ \ \ \ \ \ I III \IIII \ \\I 1 \ \\\ \\\ \ \\ \\ v - EMARLE S. ProtectiveFendngSTORMWATER CAMPUS ® Trees to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing, \ \ FACILITY ® Fencing shall be in place and shall be inspected and approved by a County Inspector priorto gradingor construction. v V A A \ \ \ \ \ V A \ V AVID ��� IIAA\IVA\\VII\ VAIIA VAI\ �VAIIVAAVAV A v 9. Tree Wells: //�j \ \ \ \ \ \ \ I I III II I IIII \ \\ \\\ \ \ \ PROJECT NO 46423 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 - 2- / \- ' - — t \ \ i \ \ \ \ % \ II IIII III I I III III\ \\\\ \I\I \\I \ \ \ CHECKED BY PO _ '7� i / / / / / IA \\\\VA \ \ \ \ VI \�1 \ submitted for approval. \ I \ \ — \ \ I I III II IIII I I \ \\ \ \ / / \ T ..., �l -� \ \ >/ /\\ \\\ \\\\ \\\ \\\ \\\\ \\\ \ \ \ DATE 02/05/2021 10. Tree Walls: ® sWhen the ubmitted ground for approvvelal must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a constmctien detail , � �� / / � / / / / / � � / / \X�VAAAk 11. Trenebine and Tunneling: ® When [ranching is required within the limits of clearing, it shall be done as faraway 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. Cleanap: '1 �/ MASTER PLANT SCHEDULE 0 Protective fencing shall be the last items removed during the final cleanup. TREES 13. Damaged Trees: QTY BOTANICAL NAME COMMONNAME SIZE ROOT CANOPY SF CANOPYTOTALSF ® Damaged trees shall be treated immediately by prming, fertilization or other methods recommended by a tree specialist ,� CANOPY TREES NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION � 8 GINGKOBILOBA'MAGYAR' GINGKO 3°CAL B&B 104 832 REQUIREMENTS. 2 QUERCUS BICOLOR SWAMP WHITE OAK 3" CAL B&B 339 678 10 QUERCUS PHELLOS WILLOW OAK 3"CAL B&B 419 4190 4 QUERCUSSHUMARDII SHUMARDOAK 3" CAL B&B 372 1488 OWN R IGNATIIRE (DATE) UNDERSTORYTREES 3 PRUNUSXYEDOENSIS'AKEBONO' YOSHINO CHERRY 8'-10' HT. B&B 99 297 !tom tl d 7i/ CONTRACTPURCH SIGNATURE (DATE) SHRUBS 5(1/06Page 1dl 33 IVIBURNUMDENTATUM'BLUE MUFFIN' ARROWWOOD VIBURNUM 5 GAL/ MIN 18" HGT CONT 31 1023 6 VIBURNUM DENTATUM 'LITTLE JOE' DWARFARROWWOOD VIBURNUM 5 GAL/ MIN 18" HGT CONT 31 186 43 VIBURNUM NUDUM'BRANDYWINE' WITHERODVIBURNUM 5 GAL/ MIN 18" HGT CONT 28 1204 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 PARKING AREA PLANTING REQUIREMENTS TREE CANOPY REQUIREMENTS SHEET LEGEND PROPOSED CANOPY TOTAL SF 9898 2 FSP COMMENTS 08/23/2021 GROUNDCOVER MIXES MIXID QTY BOTAN I CAL NAME COMMON SIZE ROOT SPACING NOTES REQUIREMENT AREA CALCULATION REQUIRED PROVIDED REQUIREMENT AREA CALCULATION REQUIRED PROVIDED GC 10,237 SF preliminary palette includes: AT LEASTS%OF PAVED ARONIA'LOWSCAPEMOUND' DWARF CHOKEBERRY GAL CONT 18" 10%OFSITETO EXISTING CANOPY SD y TURF LAWN SPOROBOLISHETEROLEPSIS PRAIRIE DROPSEED QT CONT 18" SITE PARKING AREAS AND 25,700 SF 25,700 x 0.05 = 1,463 SF 9,439,936 SF 9,439,936 x 0.10 = PROPOSED DRIVING AISLES TO BE 1,285 SF 1,285 SF (SEE NOTE 1 BELOW) HAVE TREE CANOPY 943,993.E SF 943,993.E SF (5,200,000 SF) x 1.25 � . DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS QT CONT 18" PLANTED WITH TREES COVERAGE + PROPOSED (9,898)= CANOPYTREES BOUTELOAGRACILIS'BLONDEAMBITION' B LU E G RAMA GRASS QT CONT 18" PLANTING AND SHRUBS 6,509,898SF. MIXED GRASSES AMSONIATABERNAEMONTANA BLUES -FAR GAL CONT 18" TREES GC ANDGROUNDCOVERS ASTER OBLONG IFOLIUS'OCTOBERSKIES' AROMATICASTER GAL CONT 18" ONE (1) LARGE OR 65 PARKING 9 LARGE TREES COREOPSIS INTEGRIFOLIA'LAST DANCE' TICKSEED GAL CONT 18" MEDIUM SHADE TREE SPACES 65/10=6.5 65/10=6.5 (SEE NOTE BELOW) PROPOSED HEUCHERA'AUTUMNBRIDE' CORAL BELLS GAL CONT 24" PER EVERY TEN (10) 0 FLOWERING PLAYING FIELD LIRIOPE MUSCARI LILYTURF GAL CONT 12" PF PARKING SPACES UNDERSTORYTREES HYPERICUMCALYCINUM CREEPING ST JOHN'SWORT GAL CONT 18" � � NOTES RF 10,023 SF REFORESTATION STEEP SLOPE SEED MIX TBD MINTED 1. (21) PROPOSED STREET TREES ALONG LAMBS LANE AND ALONG THE PROPOSED PLAYING FIELD ARE NOT PROPOSED STEEP SLOPE INCLUDED IN THE PARKING TREE CALCULATION THOUGH THEY PROVIDE SIGNIFICANT ADDITIONAL SHADE. SHRUBS AND HEDGES RF REFORESTATION MIX SD 62,583 SF FESTUCA SSP FESCUE SOD 2. ALL LANDSCAPING AND SCREEENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BYTHE CURRENT OWNER AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH APPROVED LANDSCAPE PLAN. pF 23,431 SF PLAYING FIELDTURF TBD 0 m cm 01 SITE TREE PLANTING 0' 15' 30' 60' 90' u.o u.1 SCALE 1" = 30'-O" SCALE 1" = 30'-0" z 0 0 w r Z Er o_ 0 co 0 N Z 0 0 w Z z a IilTiiil I\ \ 1 I/ I 1 III \ \ \ \ \ \ 43'13RA'NDYWINE'VI URN" GC 20 y \ 111 i / /yyyy yyyy �4 y y y y yyy y y y y y y y y y y L, \ y y y y y y y y y / 1\\\\ _ y y y y y y y y \ \\ \ y y y y y y y y y y y y y y y y \\` �1\ \yyyyy y y y y y y y County of Albemarle Conservation Plan Checklist— To be placed an Landscape Plans (Handbook, pp IIT-284-111-297 for complete specification) 1. The following items shall be shown an the plan: 0 Trees to be saved; ® limits of clearing (outside dripline of trees robe saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; 0 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. 63 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. Eauloment Operation and Stursee: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driphnes of trees to be saved. 5. Sou Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires arenut permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: R2 Toxic materials shall not be stored within 100 feel of the dripline, of trees to be saved. S. Protective Fendn2: ® Trees to he 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 he 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. Cleapun: ® Prutec:tive fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization mother methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 1 n f REQUIREMENTS. (DATE) 5/1106 Page 1 of 1 y y y y \ y y y y y y JACK JOU TT MIDDLE S-COOL / y y y y y y y y y SD 1347 SF y y y y y y y y y y y y y y y y y ;D 710 SF y y V 3 VIBURNUM LITTLE JOE 11VIBURNUM'BLUEMUFFIN' / SD 1450 SF / GC 1500 SF i y y y y y y y y y y y y y y I I I I y y y y y ]�,Jjj 431 SF y y y y y y y y y y y y y y GC 1555 SF y y y y y y y y y y�y y y SD 43,000 SF yyyyyyyyyyBOYS & GIRLS CLUB y y y y y y j y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y J � y y y y 0 O y y y y y y y y y y y y y y y y y y y y y y y y y y y GC 650 SF / _— — — — RF 6265 SF y y y y y y y y y y y y y y y y y y y y y y y y y y / / —% /, /l(/%--1\\ \ \�—�/ // // i— _-- --y y y y y y y y y y y y y y y y y �� / // ^� / _ \ \ -- _----�� / GC 1 52 SF 1VI RNUM'BLUEMUFFI GC 1 130 SF w 1 VIBURNUM 'BLUE MUFFIN' \ y \ y SD 1711 y � y y \ • y y y \ SD 577 SF \ J � y / / GC 1364 SF 1 � / / J T � j \ \ \ \ < I /—J\ 1� / __� ��\ \ \ \ \ \ \ \ \ \ \ \ \ I IIIIII /ll /lllll / l / / / III /-- I II Il lllll 1 / \\\\11\ \\\___-- /// ///// /IIII V/ \ \\ \\\ f-./ii 'a/// III/lllllh��---_.� ���----- \ \ IIII II III III \ \\ \ \ \ \ \ IIII I II 1 1 —� \\\\\ \\ /JJ \\\/ ) ��/ / /\\\ \ \ \ \ l 7---_��/%/ ----- / / //// __-_------------� --_ _--- ZZ J /%� / / / / / / % / / / / i i / j / / PARKING AREA PLANTING REQUIREMENTS TREE CANOPY REQUIREMENTS SHEET LEGEND REQUIREMENT AREA CALCULATION REQUIRED PROVIDED REQUIREMENT AREA CALCULATION REQUIRED PROVIDED y y Sp y y TURF LAWN y y AT LEAST 5%OF PAVED PARKING AREAS AND 25,700x 0.05= 1,463SF 10%OF SITE TO 9,439,936x0.10= EXISTING CANOPY 25,700SF 9,439,936SF PROPOSED y y y y DRIVING AISLES TO BE 1,285 SF 1,285 SF (SEE NOTE 1 BELOW) HAVE TREE CANOPY 943,994 SF 943,994 SF (5,200,000 SF) x 1.25 y PLANTED WITH TREES COVERAGE + PROPOSED (9,898)= CANOPY TREES 6,509,898 SF. MIXED GRASSES AND SHRUBS GC AND GROUNDCOVERS ONE (1) LARGE OR 65 PARKING 9 LARGE TREES MEDIUM SHADE TREE SPACES 65 / 10 = 6.5 65 / 10 = 6.5 (SEE NOTES BELOW) PROPOSED PER EVERY TEN (10) 0, FLOWERING PF PLAYING FIELD PARKING SPACES UNDERSTORYTREES a a { {{'```�{{'� PROPOSED RF STEEP SLOPE 0 00 NOTES 1. (21) PROPOSED STREET TREES ALONG LAMBS LANE AND ALONG THE PROPOSED PLAYING FIELD ARE NOT W` SHRUBS AND HEDGES REFORESTATION MIX INCLUDED IN THE PARKING TREE CALCULATION THOUGH THEY PROVIDE SIGNIFICANT ADDITIONAL SHADE. 2. ALL LANDSCAPING AND SCREEENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH APPROVED LANDSCAPE PLAN. RF 1 3758 SF ll MASTER PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE ROOT CANOPYSF CANOPYTOTALSF CANOPY TREES 8 GINGKO BILOBA'MAGYAR' GINGKO 3" CAL B&B 104 832 2 QUERCUS BICOLOR SWAM P WH ITE OAK 3" CAL B&B 339 678 10 QUERCUS PHELLOS WILLOW OAK 3" CAL B&B 419 4190 4 QUERCUSSHUMARDII SHUMARDOAK 3"CAL B&B 372 1488 UNDERSTORYTREES 3 PRUNUSXYEDOENSIS'AKEBONO' YOSHINO CHERRY 8'-10'HT. B&B 99 297 SHRUBS 33 VIBURNUM DENTATUM'BLUE MUFFIN' ARROWWOODVIBURNUM 5 GAL/ MIN 18" HGT CONT 31 1023 6 VIBURNUM DENTATUM 'LITTLE JOE' DWARFARROWWOOD VIBURNUM 5 GAL/ MIN 18"HGT CONT 31 186 43 VIBURNUM NUDUM'BRANDYWINE' WITHEROD VIBURNUM 5 GAL/ MIN 18" HGT CONT 28 1204 PROPOSED CANOPY TOTAL SF 19898 GROUNDCOVER MIXES MIXID QTY BOTANICAL NAME COMMON SIZE ROOT SPACING NOTES GC 10,237SF preliminary palette includes: ARONIA'LOWSCAPEMOUND' DWARF CHOKEBERRY GAL CONT 18" SPOROBOLISHETEROLEPSIS PRAIRIE DROPSEED QT CONT 18" DESCHAM PSIA CAESPITOSA TUFTED HAIRGRASS QT CONT 18" BOUTELOAGRACILIS'BLONDEAMBITION' BLU E GRAMA GRASS QT CONT 18" AM SON IA TABERNAEM ONTANA BLUESTAR GAL CONT 18" ASTER OBLONG IFOLIUS'OCTOBER SKIES' AROMATICASTER GAL CONT 18" COREOPSIS INTEGRIFOLIA'LAST DANCE' TICKSEED GAL CONT 18" HEUCHERA'AUTUMN BRIDE' CORAL BELLS GAL CONT 24" LIRIOPEMUSCARI LILYTURF GAL CONT 12" HYPERICUM CALYCINUM CREEPING ST JOHN'S WORT GAL CONT 18" RF 10,023 SF REFORESTATION STEEP SLOPE SEED MIXTBD MIXTBD SD 62,583 SF FESTUCA SS FESCUE SOD PF 23,431SF PLAYING FIELD TURF TBD BUSHMAN D�fYfUS © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC 820-B EAST HIGH STREET CHARLOTTESVILLE VIRGINIA 22902 434.295.1936 LANDSCAPE ARCHITECT O'SHEA + WILSON SITEWORKS oshea@siteworks-studio.com 434.923.8100 CIVILENGINEER TIMMONS GROUP Craig.Kotarski@timmons.com 434.372.1688 STRUCTURAL ENGINEER DMWPV sbarber@dmwpv.com 434 293 5171 MEP ENGINEER 2RW peterm@2nv.com 434.296.2116 OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 ��. III•I! PROJECT NO 46423 CHECKED BY PO DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 2 FSP COMMENTS 08/23/2021 SITE PLANTING GROUND & SHRUBS L 1 02 SITE GROUNDPLANE PLANTING SCALE 1" = 30'-0" 0' 15' 30' 60' 90' SCALE 1" = 30'-0" BUSHMAN HlyfUS Statistics Description Symbol Avg Max Min Max/Min Avg/Min Overall Site + 0.4 fc 55.6 fc 0.0 fc N/A N/A Site Boundary + 0.0 fc 0.3 fc 0.0 fc N/A N/A NOTE: THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Light Loss Factor Wattage Lamps Lamp S01 12 LIGMAN LI-10021-T2-W30 Light linear PT one side bollard 12 LED 3000K 0.4405,0.4104 2990K Ra80 1 S01_LI-10021-T2- W30.IES 2240 1 29.2 S02 28 LIGMAN LI-21231-T2-W30 Light linear PT 7 One side Street and area lighting luminaires 12LED 4000K 0.4376, 0.4090 3028K Ra81 1 S02_LI-21231-T2-W30 Rev.2.lES 2310 1 28.7 S03 2 Lithonia Lighting DSX1 LED P9 30K T4M MVOLT HS DSX1 LED P9 30K T4M MVOLT with houseside shield LED 1 S03_DSX1_LED_P9_3 OK_T4M_MVOLT_HS.ie 19448 1 241 s SO4 6 Lithonia Lighting DSX1 LED P2 30K T41M MVOLT DSX1 LED P2 30K T41M MVOLT LED 1 DSX1 _ LED _P2_30K_T 4M_MVOLT.ies 8083 1 70 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE A FULL CUT-OFF LUMINAIRE AND MUST BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. .0 '0.0 10.0 10.0 10.0 `0.0 10.0 '0.0 10.0 10.0 'O.G' 10.0 10.0 '0.0 10.1 10.1 10.1 U.1 10.1 10.1 10.0 10.0 '0.0 '0.0 10.o '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 'O.CJ '0.0 10.0 'O.u^ '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.o '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 -0 10.0 0.0 10.0 0.0 10.0 10.0 {0.0 10.0 10.1 10.'i 10.1 10.0 10.0 0.1 10.1 10.2 10.2 10.1 10.1 0.1 10.1 '0.0 '0.0 10.0 '0.0 0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 'J.O '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 '0.0 '0.0 10.0 10.0 '0.0 10.0 '0.0 '0.0 10.o '0.0 '0.0 10.0 '0.0 '0.0 10.0 10.0 '0.0 10.0 '0.0 '0.0 10.0 10.0 10.0 '0.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 10.0 '0.0 10.0 •0 0.0 U.0 10.0 10.0 U.0 10.0 1n.0 10.1 10.1 10.2 10.3 1C.2 U.9 10.2 10.2 +0.3 U.3 10.3 10.2 10.2 10.1 10.1 10.1 10.0 10.0 10.0 10.0 0.0 10.0 0.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 O.0 '0.0 10.o 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 U.0 10.0 10.0 10.0 10.0 10.0 U.0 10.0 10.0 U.0 10.0 10.0 U.0 10.0 10.0 U.0 10.0 10.0 U.0 0 + *0. + + + + + I 10. ♦ 1 10. +, 1 .� 1;, 6, F +, „ +,� r _0 4 10. 10. 10. 10. *0. + *0. + *0. + '0.0 + + + + + + +r + + *0. + +'b. + + *0. + + + + + *0. 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LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Iopez@milestonepartners.co 434.245.5803 [KlA ENERGY BY DESIGN 10010th St. NE Suite 202 Charlottesville, VA 22902 T: 434.296.21161 2RW.com ��PLTH OF G! O c r �^^^YiBRIENNE MARIE HENDRICKSON Lic. No. 33370 A 4 , 08/23/2021 lygk' FS Gt S J 1 O E NAL Fft PROJECT NO 46423/20149 CHECKED BY AMH DATE 02/05/2021 ID ISSUE NAME DATE PHOTOMETRIC PLAN ES1,0 TYPE S01: 3911 MH ULI-10021 � LG�MAN ULI-10021 � L`G/NAN Light Linear PT 1 Single Head Bollard os g g os Light Linear PT Product Family DMIUS TECHNOLOGY LIGHTING USA Light IeHeadBollard TECHNOLOGY LIGHTING USA D�fYfUS Area distribution bollard -integrated projectors. - Stylish but technically precise area lighting solutions ■ w • r Aluminum as part of a large flexible family. w I Less man 0.1%ruded LM6Alu Marine 02020 BUSHMAN DREYFUS Grade 60611 extruded &LM6 Aluminum High Light Linear PT Bullard is an elegant minimalis[ic bollard that is Pressure die casting provides excellent suitable for both modem and classic architecture. Ideal for • • • • ARCHITECTS PC mechanical strength, clean detailed product creating visual guidance with exceptional visual comMrt. The dual lines and excellent heat dissipation. sealed optical chamber with integrated heat sinks houses a range or field Interchangeable optically controlled LEDs, providing Type Pre paint -EL IIL IV & V distrlbutlnn, as well as variations of this for precise 8 step degrease and phosphate process that light distribution requirements, I T f includes deoxidizing and etching as Well as a An example of this, is using a combination of Type Hand Type IV ORDERING EXAMPLE 11 ULI — 10021 — 29w — T2 — W30 — 02 — 120/277v — Options zinc and nickel phosphate process before distribution optics Inside the same fixture. • - product painting. This productconga is mailable a e in 29w an s5w options, as single IP65 - Suitable For Wet Locations &double head -uuaaon-zln"-3,AaM -uu-hods,-s:zaw-amaslm .uu-con sa,.a,sslm .uu-nmaosw-,zs,slm styles. ® • uu-,Doss-sc„-roam . uu-,Doss-a:ssw-zrxolm . uu-zmsw»auslm . uu-nzv,-,ssw-,ses,lm ARCHITECT ♦. Resistant Resistant) Mammy Ret•ntNe-Stllrnn GaskM � � BUSHMAN DREYFUS ARCHITECTS PC Impact Provided with special injection molded 'fit for Customer specific Wattages can be provided, contact the factory Weightpurpose" long life high temperature memory for more information. -- retentive silicon gaskets. aan Maintains the Thisluminaire propliesm1Dark Sky requirements. ®®® ® - LANDSCAPE ARCHITECT 7.87" 9.5" 12.6" gaskets retentive exact profile and seal over years of Bollards can be provided with k Sky boxes positioned to specific • • • r • • " • • • • • - O'SHEA + W ILSON SITEWORKS ��1 i- use and compression, heights specified by the customer. 2.5" Internal house side shields are available as an option. 2sw LED Tl - Type I Distribution W27 - 2700K 0, - BLACK PAL 9011 120/2TAr CIVIL ENGINEER T ® Thermal management 3169 LUmenS T2- Type 11015tributlon W30-3000K 02- DARK GREY RAIL 7043 Omer - Specify TIMMONS GROUP LM6Aluminum is used forits excellent Optional: Seci Bollard: ME mochanical strength and thermal dissipation The Light Linear Ballard is available as a traffic rated security T3 -Type III DistriWtcri W35 -3500K 03 - WHITE RAL 9003 STRUCTURAL ENGINEER 3.14•x 7.87• properties 9 bollard. T4- 1V Dishibutinn W40-4000K 04-METALLIC SILVER RAL 9006 ro rties in low and high ambient Tyre DMWPV tent oratures. The 5u riot thermal hoot unaThisuthorized thorizerll bollard provides restraint of vehicular traffic In 7.88' p � Unauthorized areas. -n- -y- 03-MATTE SI LVER RAL9W6 • sink design by Ligman used In conjunction Impact calculations shows this bollard will stop a 5,5001b/2.75 06 -LIGMAN BRONZE F� MEP ENGINEER With the driver, controls thermals below tons vehicle, travelling at 30mph. 07-CUSTOM PAL I t 2RW critical temperature range to ensure The galvanized pole must be filed With concrete up to the -P- -e- maximum luminous flux output, as well as waterproof driver housing to provide a solid concrete barrier. . LIGHTING DESIGN �67A providing long LED service Ilk and ensuring 1.58" less than 10% lumen depreciation at 50,000-uu-ma,-z"scw-2,ennl,n-uu-rlez z"husw-x nslsM-uu-azxt-m..-shcalm-uu-nzm-saw-clsslm RANDY BURKETT LIGHTING DESIGN • uLFYna3-b.V$.•-L[8448M • uLFdp31-2N1F`JM]z166911m hours. • • - INTERIOR DESIGN Surge Suppression GLICKMAN DESIGN STUDIO Standard 10kv surge suppressor provided with all fixtures. Additional Options (Consult Factory For Pricing)_ ACOUSTICIAN RUC Ratino ACOUSTICAL CONSULTING SERVICES B1-UO-G7 Micr 05 Finishino All Ligman products go through an extensive ADDITIONAL OPTIONS TECHNOLOGY finishing process that includes fettling to 1 Improve paint adherence. NAT - Natatorium Rated HOT- Custorn Bollard Height RGBW - Color Changing RCBW Ligmans micro Variable Optical System provides the ability paint F- Frosted Lens HSS- House side Shield SC - Static Color (Choose Color e.g Red, Blue arc. MILESTONE PARTNERS - OWEP -C•e - NERS to interchange, mix &rotate optics to provide specific light UVStabilized 4.9MII thick powder coat paint _ _ cFC1-cFc1 eox Ais3m -security annerd-ULI -zna,-z"uw-z.s,931m-uu-maz-z"mosw-zxizslaM-uu-3W21-zaw-31FA1m -uu-aeon-37w-awn,a z distributions for optimized spacing and uniformity. and baked at 200 Deg C. -' WORDS FRONT WORDS bwCK • uLl-a,laSa uaw-z.9a.Rlm • uu-zpzr-a,]Ssw-mrealm • uu-sand iM,-osialm • uu-3rxira 56ww' pxM Imo pe P artners.co @milestone This process ensures that Ligman products DIM -a-lov Dimming El-Elmergency Pack 434.245.5803 can withstand harsh environments. AMB - Turle Friendly Amber LED Rated for use In natatonums. Light Linear PT-X CONSULT FACTORY FOR CUSTOM DESIGNS. LOCOS AND OTHER SPECIAL REQUIREMENTS ® ® ® Hardware Provided Hided .. ardware Is Marine grade 316 FACTORY DRAWINGS WILL BE PROVIDED PRIOR TO PRODUCTION Stainless steel. 0) Anti Seize Screw Holesn,Al - - Tapped holes are Infused with a special arrtl - tcompound designed prevent seizure ofh I of threaded connections, due to electrolysis _ _ ® ® tram heat, corrosive atmospheres and _?aL% L � CITY • •COMPLIANT moisture. The variable optic system allows for the designer to create Crystal Clear Low iron Glass Lens ;,,:,s. AM•SpLrmal oY�m hybrid distributions for precise lighting requirements. Provided with tempered, impact resistant ;h- VV crystal clear law icon glass ensuring no green ENERGY BY DESIGN glass tinge. - 10010th St. NE Optics & LED Suite 202 Precise optic design provides exceptional Charlottesville, VA 22902 - light control and precise distribution of light. LED cw>BD — T: 434.296.2116 1 2RW.com - Lumen - Maintenance Life L80 /B10 at 50,D00 hours (this means mat nt . - - - w "• �• _ _ least 90% of the LED still achieve 80%of their fLLVT Bollard shown for visual reference! w`Y".9 War original flux) •uu-zl3n-Ioaw-Is29Glm •uu-zu33-nsw-3oseeM •uu-'s1341-zr,osw-z:,szvum .UL.nac3-z.nsw-2x3o560rr ® Ligman mn provide custom logos and signage in the Light Linear Bollard Narrow-$peCttum Amber LEDs .ULI -21sR-19aw-193tdbl .Uu-2D342rzN-SB . .Uu-nxz-axliPv-zx OMIrm .ULI -z1344-zxz7zw-2x 6401n, ' The images above show this feature in the Light Linear VT Bollard Peak wavelength between 585& 595 Barometers and a full width of 50% power no greater than 15 nanometers. c 1 w �a��N.naun..4".,,ry,m•""y,a..e.�.a..,.r�uml�,.•s..w.o9rswa�a"aa.. comp.,a.:.a�s••..ec.,eoa.e+gmm.a,om�."wa.m..�u•,noa,.. I�i L'g,ar J1iguuan6NeIgMbJagA�•bb^�+•bulPbrbv.emmil•1 M1lotlbtlMtibntlb, nebtlemG,W ipp,nn4n,FD1e,.dD W atl,wrp•ni,%^W M9e.i0oimMn Inlcrrck TYPE S02: 101-011 MH ULI-21231 v0s 4/yAN ULI-21231 Vil /,/ A#A �os Light Linear PT Product Family Light Linear PT 7 Single Head Streetlight T E C H N O L O G Y LIGHTING USA Light Linear PT 7 Single Head Streetlight TECHNOLOGY LIGHTING USA • Public realm contemporary column family. Stylish but • technically precise area lighting solutions as part of a 3169 Lumens Aluminum large flexible family. • • Less than 0.1 % copper content - Marine Grads re di extrudedr vicesAluminum High Light Linear o h an elegant classic arc lighting column that is . • ®� ® PI,T H OF Pressure die castingprovides excellent Suitable for born modem and classic architecture. Ideal for mechanical strength, clean detailed product creating visual guidance with exceptional visual comfort. The dual lines and excellent heat dissipation. sealed optical chamber with integrated heat sinks houses a range 1 of field interchangeable optically controlled LEM, providing Type O Pro pain U, III, IV & V distribution, as well as variations of this for precise .y 8 step degrease and phosphate process that light distribution requirements. I&I MARIE Includes deoxldlzingand etching aswell asa ORDERING EXAMPLE ULI — 21231 — 29w — T2 — W30 — 02 — 18' — 120/277V — Options HENDRICKSON zinc and nickel phosphate process before An example of this, is using a combination of Type II and Type w rt distributions x5 inside the same fixture. This product rangeis •uu-,cox,-2Bb-31rAM •uu-,con-z.aB..-z.Tlwlm •uu-mnzb.x,9xm •uu-ztm-,osw-,2awlm A Lic. No. 33370 4 product painting. Iri P available in 54w, 80w,1 Ofiw & 152w options, as a single &double • uu-taozasaw-roam • uu-mows.uw-nauulm • uu-xlna-eawaraalm • uu-rzm-,ssw-1se9um � Memory Retentive -Silicon Casket head styles. Customer specific wattages can be provided, contact �008/23/2021 Provided with Special Injection molded "flt for the factory for more information. POLE INCLUDED purpose long life high temperature memory SIONAL B� retentive silicon gaskets. Maintains the This luminaire complies to Dark Sky requirements. ®® h 2 � T7.8" gaskets exact profile and seal over years of The steak and t n d decor shape banprovideseffect t distinctive lighting • r • • • • • • • • • use and compression, effects by night and decorative urban effect during the day. Suitable for use in pedestrian precincts, building surrounds, N Thermal management shopping centers, squares, parks and parking lots. 29w LED n- Type l Distribution W27-2700K of - BLACK PAL 9011 ' S'-zo' 120/277. LM6 Aluminum is used for its excellent 3169 Lumens T2- Type ll Distribution W30-3000K 02- DARK GREY RAL 7043 I (Far over 20, contact Factory) Other - Speciy mechThis product range is Complemented with high performance properties i strength and thermal dissipation optics in the bollard and wall mounted luminaires, to provide a T3-Type III Distribution W35-3500K 03- WHITE PAL 9003 properties in low and high ambient consistent range of design aesthetics for the project. See website WATT-ADJ T4- Type IV DishibuGon W40-4000K 04- METALLIC SILVER RAL 9006 temperatures. The superior thermal heat for more information. Poles can be provided with GfQ boxes sink design by Ligman used in conjunction P Specify watts 05-MATTE SILVER RAL positioned specific neighsandaSpecified st me customer o flat low with the driver, controls thermals helm (zz152w MAX) 06 -LIGMAN BRONZE critical temperature range to ensure for ea hand hole cover with vandal resistant screws is provided for Easy installation. b7-CUSTOM RAL -. maximum luminous flux output, as well as • providing long LED service life and ensuring Internal house side shields are available as an option. • uu-zna,nsa.-xsarvm • uu-znaz-zms.+-ronzsl9M-uu-az3,-xa..-a,69im-uu-nu,-sw.-6»sm less than 10%lumen depredation at 50,000 Available with a selection of integral electronic drivers and . uu-coda-x.aew-vaueM . uu-zun-zn99..-meavllm u.Bz• hours. r dimming electronic drivers Well a na install Aimless CITY OF FLAGSTAFF & TURTLE FRIENDLY • • C • : C l controls tointegrate building management systems, Surge Suppression as well as pole mounted occupancy sensors [contact the factory � m OF Standard 110kv surge suppressor provided for more intbmhation7 Easy access to the luminaire for mainre- qg�� with all thrtures. nance. (WATT-ADJ)This luminaire is provided with a programma-„-Lble driver so that specific wattage requirements can be achieved. LBEMARLE BUG Ratina These settings are done at the factory during assembly. (See �1 61-UO-G1 options on page 2)CAMPUS CLUB mom - • lr`y Ft Finishing • r r r • OPTIONS All Ligman products go through an extensive - finlshingprocessthatIncludesfettlingm DIM -0-10vDimming HSS-House sidesmea - improvepaintadherence. C19'] NAT-Natatorium Rated F- Frosted Lens PROJECT NO 46423/20149 OS -Occupancy Sensor A90991-U- zlwaga Book l8 Mounted On Top of FortunemicroVoS SaidAMB- Turtle Fdendy Amber LED A90991-D- Zhage u-roam-a� Book 10 Mounted Below Fixture �. m canna r - m m CHECKED BY AMH UV Stabilized 4.9M[I thick powder tad[ paint -uww-z,a193M-uu-mzm az-andsvzslaM -uu-Waal-zew -sM a9• uu-scam-s7w-eeatm and baked at 200 De C. GFCI - call Box A90091- NEMA ] • uU-],163-3.axw-LBu81m • uU-zp2,-an55w-izlMmlm • uU-30Mx-stay-+63Nm • uu-3tld,Z-scwGp3lm TECHNOLOGY g Narrow -Spectrum Amber LEDs DATE 02/05/2021 This process ensures that Ligman products _ cart -wireless Lighting Consols Peak wavelength between 585 & 545 nanometers and a full width of 50% can withstand harsh tramsenvironments. L interc micro Variable Optical System provides the agility pared for use in natatoriums power no greater than 15 hahome{ers.t Light Linear PT-X to interchange, mix &rotate optics to provide specific light - distributions for optimized spacing and uniformity. Hardware Provided Hardware is Marine grade 316 Stainless steel. Anti Cabe Screw Holes MOUNTINGOPTIONS ® ® ® Tapped holes are infused with a special anti seize compound designed to pt seizure of threaded connections, due too electrolysis ' from heat, corrosive atmospheres and i moisture. �..rr`s •."rro.b""a.:. .' ..rw.--'•.`.".:. Qysla11 Clear LOW Icon Glass Lens - Provided with tempered, impact resistant „-,:,,;,•".. •.v.• crystal clear low Iron glass ensuring no green ""••'"- """""�^•m" The variable optic system allows for the designer to create glasstinge. .....-�b� hybrid distributions for pmclse lighting requirements. Optics & LED Precise optic design provides exceptional _ - light control and precise distribution of light LED CRI > 80 - Lumen - Maintenance Life LBO/B10 at 50,000 hours (This means that at least 90% of the LED still achieve 80%of their original flux) - .uu-n33,aoc•.-,sxswm .uu-z,samsw-wseslm .uL-alac,-anoxw-a,Iszawm .uu-naxs-zrnsw-a.3osealm �t��Llt • ULI-2133 TRAW-193tpM • ULI-2D3 ZoI 3abtdm • ULI-ZI%T-�,3 W193Wl- • Uu-z1366-nY2w-2x38aaaM y.....0 e�1. w U,MINenuwa..oxeM.m,n.nw•Ir•. ..a,on.,.w.umd�mm�rmnr>wea�.t ":.. o,ebdemiu,.lint-.•raawunma.amrwwmm".+�a�."a.nswun."en. ca.IH'anuw—�a,egama.xmmr•�••+aon.,.u.wmd�mimwnnb'wear.•.Ma:..n..ma.,u+bw�.,.a,...*+..imrc,+••+, ,•,..d+amomn.mmd.m..lun..m. Inlewk ID ISSUE NAME DATE a LIGHT FIXTURE a; CUT SHEETS S01 & S02 N O N W z ES1.1 0 0 W Z 01 TYPE S03: 251 POLE �m�eu a� /�e +� SSS Square Straight Steel Poles SSS Square Straight Steel Poles U ��L1nomaivIA l/+1V/7 f liv Numbe"D-Series Size 1 �aa' FEATURES & SPECIFICATIONS "°� INFEWBUSE-Thm*edfiratiwnareforUSAstandanbmly.(iredewithfaamfor(m dun ' LLszlBmeswillvarydepeMing on opUonssdecCetl. ConvRwiMyour.vles represelnaire. Example: 555205C DM19 DDB LED Area LurYlillc"�ire TECHNICAL INFORMATION -EPA (ft2) with 1.3 gust L spetifiotions. Squaw Straight Steil is a general purpine light pole for up to 39-hiat mounting heights sss EM(Mralthl3 glet Twe This a kksa robust ousteUCcive on for mount area ll htandfloodl NoWnal Pde5baft5n� Brit Approximate 1 1 " © 2020 BUSHMAN DREYFUS pal arm yet option Yg g MghCs. Nominal Nominal shaft base Number Shaft (Base ln.zT Waller (r dMe Boltwze dish we' fat CONSFRUCFNIN- Pole Shalt The pole shaft is ofundom HimmLan and wall thickness and is made Series mounting height size/wallthickness' Mounting' Options Finish10 LIU" Lehgth(h.N mA�°p Om) BOMPH weight 9OMPH welt ioempH Ifid On.zin.xin.) UbsJwei duseries +iND1' xrcmeTanv�yuo.�uemrrmep,y«m:rr,al m,aa�momana. ARCHITECTS PC of a weldable -grade, hot -rolled, mmmerdal-quality steel tubing with a minimum yield of 55 KSI SS5 10'-39' dC 4"119 GI7%1 Tenon mountin0 AEAR'Suspentl drill SNDcedbumlletl 5tantladrolors ri (I1yauge,.11911 a50 KSI(7-gauge,.1793"). Shaft isonepiene with a fulFkngtls longitudinal high- Anchor Base Poles RI415 4'7gC17931 Ill Opentop0ncludes ;+ UAB Lessanchorbnhs(Indudewhen DDM Dark bronze 353104C 10 4.Ox10.0 0.11% 11 30.6 765 23.8 595 18.9 473 8--9 3/4x18x3 75 frequenry demirresistance weld. Unifilm, same in cross-section with flat sides, small comer radii and issummeilts,add-6 cep cep) OM79A5T ice%° andurbohsamnatneeded) 555114C 12 4.Ox12A 0.11% 11 24A 610 lei 470 148 370 6-9 3/4x18x3 % Introduction hothepoleheight. 5C 5"119 Gil%1 DWHXB Whim excellent torsional qualities. Available "it wMtlssam4",5"and 6". 120 2-31RAD. V'NPS) ? DM2gAST_ 2atl8r VO Vibration damper SSS144C 14 4.0x14.0 0.1196 11 19.9 498 15.1 379 11.7 293 8-9 3/4x 18x3 100 The moderns lit of the D-Series is strikin Fx: 20-6equaN SG 5"7g G1793") DBUID Black styling g Pole Tmpc A Bush rronmemlk black cep up is provided for all poles that will mire drilling patterns for SISS 20R6in.) 6G 6"7g G179r) T25 2-7/B•O.a(2-1/1" OM20M 2at90° 1P Tamper mashed: handhole cover DMW Medium SS5164C 16 4Ox76A 0.11% it 15.9 3% 111295 89 223 8�9 3/4x18z3 135 Specifications yet unobtrusive - makingabold, progressive shale -mount Iumlnalman asenaldhawhen ordered with PT option. KP5) fastenen EPA; statement even as it blends seamlessly with Its OM39AST_ 3m%° brans 555184C 18 4.Ox18.0 0.11% it 12.6 315 92 230 fi.7 168 S-9 3/4x 18x3 125 1.01 fP ILm"e: A reinforced handhole with grounding provision is provided at it Troth the base an side 5eetedmkal Seterchniul T30 3-1/2' O.D. D'111 DM49AST 4al%" ILI Harianalmanbradat(3fowI DKAXD Natural SS204[ 2A 4.0xalA 0.11% 77 9.6 1d0 dJ 767 45 1511 8�J 3/dx78z3 190 :W7 environment The D-Series distills the benefits ARCHITECT idomation table inMrmarmatabk A Positioning the handhole hNre may not be posthle and requka engineering review; consult Tech forromplem foraxnplem T35 4'QO. (3-112'NPS) OMERU'"Susllelddrill FDLXy Festoon outlet less eledriuP aluminum Len 33" BUSHMAN DREYFUS ARCHITECTS PC Support-0uldmrforfurtlmidumation. Every handhaleincludesamrerandmreraltathmemhardware. , SS520dG y0 4.tlx20A 0.1793 7 14 3511 71 Z75 8 2% 8-9 3/4x30x3 1% 38+ WI of the latest in LED technology into a high wering ordering KACAUD/NSINSFAKVIII I mml,un CPU1lxy 12"muphnll Oasicmlors The handhole hose mmiml dimension or2S"x5: SQUARE STRAIGHT STEEL infomalion.) irdamlation3 Drill mountlnd' OM79MRT_ 1at90° (pL34hy 3M'mupling' D55 5arxlslulle �mK 20 5.Ox20A 0.1196 11 17.7 443 727 343 9.4 235 10-12 7x36x4 185 13• performance, high efficacy, long -life luminaire. LANDSCAPE ARCHITECT Base Cover A durable ABS plasticreswpem fail base raaR; finished to match the pole, b pmrided with DM19 tat%° S%2056 20 SAx20A OA793 7 28.1 703 21.4 535 16.2 405 10-12 7x36x4 29 Wmldx 81ucd i OM2BMRT- 2atl8r (PUAry 1"coupling' DGC (harmalgray L The outstanding photometric performance O'SHEA+ WILSON SITEWORKS each poleassembty. Adtlitbnal bawmvwopriomareavalaole upon regtlesL DM78 2a[180° OM29MRT_ 2at90° NPL12/xy 12"Umaxledripple' OTG Tennisgreen SS5254C 25 4.Ox25.0 0.1196 11 4.8 150 2.6 100 1 50 8-9 3/4x 18x3 170 Height H1: 7119Dil H2 results in sites with excellent uniformity,greater Anchor Bad III Anchor base Isfabricated from steel that meek ASTM A36 sfandards and un he DM28PL 2at1B0"withene I OM39MRf_ 3at90° NPLI" 3/4"threachdnlpples Not Brghtred SSS 254G 25 4.0x25.0 0.1793 7 10.8 270 7.7 188 5.4 135 8-9 3/4x30x3 245 H1 pole spacing and lower power density. It is CIVIL ENGINEER aheratmmmch exiting foundations; consult factory foe madifiratims.Mthor lends me manufactured sldeplllgged OM49al 4at90° NPUAry 1"threadednipple' 058 Steil blue SSS255C 25 5.Ox25.0 0.11% 11 9.8 245 6.3 157 3.7 150 10-12 1x36z4 225 Height H2: 3-1/2" f ideal for replacing up to 75M metal halide in TIMMONS GROUP to ASTIR F75545undards grade 55,(55 KSI minimum yieM strength and tensile strength oF75A5 K50, OM29 2at40 Filling Extra handholia Archhtttuml Colrusand SSS SG 25 S0x2S0 0.1793 7 185 463 13.3 333 9.5 238 10-12 ix36x4 360 Weight edestrian and area li !tin a lications with Toptlrmded portbn (nominal 12")isha-dipped galraniaed psASTM A-153. DM39 3at90° rr 9 27 Has P g g PP STRUCTURAL ENGINEER MAEX Match existing' SOedalFinhhes S%3046 30 4.Ox30A 0.1793 7 67 168 4.4 110 26 65 A--9 3/4II 295 (relax): uaLd typical energy savings of65%and expected DMWPV HARDWARE - MI structural fasteners am high-sumgth galvantred option steel. MI non-strLctural DM49 4at9o° i Galvanized, Paimdwc USPOM United 5utmpoint ofmanufadure' S55305C 30 S.Oz30A 0.11% 11 47 150 2 50 - - 10-11 7x36x4 265 service life of Over 100,000 hours. fasteners am galvanixedadncplawd carbon steel orsuinlessmel. L5X/tl5X/R5KIAERrIOMmr/ ,a Galvanized, RAI Colors, MEP ENGINEER FINISH -FxhadwabkstalxAmd prmdm-mnttrnbha Include Dark Brons,Whlte, Black MtxOwn Bronze HLAA(AK Drill mourlfina' IC Intsiarmating Custom Colonmd SS5305G 30 5.Oz30A 0.1793 7 10.7 267 6J 167 3.9 100 1D-12 1x36x4 380 2RW and Natutul Aluminum colors. 0assktnNtes Include Sands[one, Chancel GrayfirmilsGrem, Bright Red DM19AS lat%" UL UL listed with label UndudesNEC Extended Waganty 5Y53p fiG 30 60z30A 0.1793 7 79 475 132 330 9 225 11-13 7x36x4 520 and Steel Blue calm Architectural (dos aced Special FI II1hP5 are aralable by quote and include, but DM28AS tat 180' campliantmwr) Finishmavailable. NK NECa1030 dXnplamgasketed SS5355G 35 S.Ox35.0 0.1793 7 5.9 150 2.5 100 -- -- 10-12 7x36x4 440 LIGHTING DESIGN are not limited in Not -dipped GaMnlad, Paint over Hotallpped Galvanized RltL Colaq never Calm DM29AS 2at9o° handhole (NotULlabeled) 55535 fiG 35 6.Ox35.0 0.1793 7 12.4 310 7.6 1% 4.2 105 11-13 7x36x4 540 EXAMPLE: DSX1 LED P740K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD RANDY BURKETT LIGHTING DESIGN and Extended Wanamy 11I Facarryapplied primer paint finishismail for cummafield-paint DM39A5 3400° applications. DM49AS 4at%" Shiprledseprad re Ia omeitkitavailabnl SS3966 39 60x39A 0.17937 7.2 180 3 75 - - 11-13 7x36x4 605 DSX7 LED INTERIOR DESIGN YYARMMTY-I-ymrlimKedwuemnry Complcffi waruntybeemslaasd at HAD drill mounding' (blank) HBC Fullbm Lmrer(plastid "EPRmli mbewdASa793windmap.Falt2ftkntemmMam6tothepakbsgk.bczmequabmh6n. GLICKMAN DESIGN STUDIO www ritvhrands.rnM ndnmer - , ecrtarms and mndinasc.m DM19RM Tat%° (blank) TC Toprap , , NOTE:Ammlpnfienmxemaydiffezamuhutmd<wreW=memandappl''ahm. DM28RAD 2atler (blank) HHc Handholemrer BASE DETAIL ACOUSTICIAN SpifiuUmssubjedto changewitllod na[im. DSXI LED NrRmrdepdm 30K ]BOOK TIS Typed shmd TSVS Type vey.shon' MVOLTS Shippedincludetl ACOUSTICAL CONSULTING SERVICES OM29AAD 2at90' POLE DATA PT Po' P7' 40K 4000K Va[Omudw) 15S TMVshoh' XVOU SPA Squarepolemoumirq DM32HAD Sat Ur era OM39MD 3a[%° p2 PS' pl SIIK 5000K T25 Type II5lDrt TSM TypeVmedtnms (2m' � RPA Round prole moumingro Shaft base diamete Baseplaza TempGNe Andmrholt Andsurbohand Rather bolt P3 Pit, P9, RM Type ll medium TSW TypeVwide' 120, WM Wallbarkm' DM49RAD Oat%° sac o B C decimal desmptiow description template mumber description T35 Ill shah + �' " Rotated optic TYPe BLC BadligMcOnml SPUMBA Sgmrepde universal meullting adaptar 4"C 8"-9' 3.25'-3.75" 8"-&25" 0.75" ABIFMPLAIL PJ50004 ABIBI ARSSS-4C 3/4"481 P102 P121 T3M Typelllmedum LCCO ItAcsnWismR' 240' RPUMBA Round pole unhersal mounting adapts' Pilo P13V TIM Type IV medium RCCO Ughtmmercm0R4 277' Shippedseparately OWNERS REPRESENTATION X016: 5.SpedfybmdmmdoimlmonwhmodedngWdm. 7. Comblumkriats wpmdddllnwnlndudaeaahandole 4"G 8"-9" 3.38"-3.75" 8"-8,25" 0.875" ABTEMPIATE PJ50004 AB30-0 ABSSSAG 314"x30"x3" y17' MILESTONE PARTNERS 1, wad dWowswill be3gnOmdwima"C"U1 G&W wa Wfir-Quipir Fmr"r': �yme"ktahwetlwbmrafpmeinle0orfw B. bbrstat{odgiimmkrnuuhvofedslig pde(s). tar TFlM Fawa,d throw r NMAB DDBXbU MasLarm mouniirlg ha(Nel adaptor bnormrdan Y^ oll!)I "G" DIM'. and indrµseparawfeetam indrmwAha"' ® Y. 10112" 3S'-4' 11' 1" ABTEMPLATEP150010 AB36-0 ABSSS-5 lIX36W medium 480 (specifyfinhh) Ilopez@milestonepartners.co Emmpk•5o=Sadaw3k=�3 9. Usewhmmflseru catiom areill - 434.245.5803 2 F[WmbppnksinddeWpopWbenmkmgmmnmmdbgmd y,yy SpddyakmadmBum handhole p IUEA 10. Raitlesenmrmla,wian imktaae. ® 6" W-13" r-4.50" 123" 7" AUTEMPLATE P150011 AB36-0 R/A 1"136^x4' dell mounting fa the some pole fdlovrthis example: Docii Alw10awrNxAmeAstrodome daymm Mae 7hecombination lndaksa acguiredrdrd haiidmle. 77. MiBdomlmhrsawiaMe;seerurrw.liihadamMaidimlasur fadmp]e Utmaupmga5'e;aimmlimC=OY72156C Atthmvroral(nlasbralrueDam Mo.7943).Avdlldblehyflnnsd 3. RefmmflremmuvspaslwLtsordremswtamingmmpawpamm 6 Iwm6omalamEre's2-3f8^oA tmmsdndadwim mdia:am quamadg umdi Wary fademis. A HANDHOLE ORIENTATION IMPORFANf116TAUMION WFES: a aidaiwxandi mmpaAilip. probing lffiend2-MrDD. Nadmngrtw haaadalanattire ( . OomtewpoleswkWharin9fbmm+lmmlled. A Irmr'1•a•2"mdrAnmemwesia;eg OM19A5r2. mmehelghtspedinvotharys Fxarple HAACIR B _ •Famr"upkdMpDramostbemetlwhm Shipped Installed pp Pill HghBrrts mo8omblesd t5fic ,8-75'mourlung hdght Shipped installed WBXO Dark bmme �,, 1 r 1 - lawtarin ai Utlrippla engudmtaaept NUAIR2 nUghtAIRgenealon 2enabled" mKm[smwrarab ldm5hgz' HS Hnuu-sideshielda OBW3 Black r r r li yll mknlorimm�eUamhaMgeplarwnmtdiem ,a PIRH HghAowniotnlamKem5msor,l5-3DmouNnghelght y faaumlo"Utlmniaiyhdnghcmrysemol PIRRN NerslmkhighAwmathNambiarssmr SF Snglefuse(120,277,347V) DRUM Natural aluminum mhimtselsaeubledm5h la✓� D B ° bonswe&19•Upohsaasmwdouhkltjllpmwrowwrdpgrg PER NEMAtWatlmkmLepsdeonly(mnmiswdeltd RP're)" 1 PIRiTOV HghAwmodoNambientmwr,8-15'mourrunghsglq DF Doublefuse UA8,240,480V1' DWID(D 1Mite cc++JJ ILf�I mWberemmmimmpdmdyupmdeiimyW PERS Fife -pin Prepare only (commis ordered separate) 's" ambient sevsstabled M ihtaz L% Left located optia2 WIBW Texmieddarkbmrrs pmmrtfinntr damage. PER7 Sewo- In deon (mmmisodemds rdw)'c'a PIRHIF13V B14mtmGU/amWntwm,l5-30moumn h ht R% Ri htmtawdp ' DBIBKD Textured black II II •limenia isms forme P rotate Y 9 ck1 , 9 P trapdmmn�n9 DMG 0-lpadimminggwins pulled outside fixture (fur lsewith an mhimtsmmrmabledmlhaa' HA 50°CamOiemopeadoru' DRATXD Teduledmtural LKVV �0 `A external mmol,ordered separately) " FAO Held adjusiableoutpal"al Shippetimpamtely aluminum xandhoe O5 Oualswihhing'x@w 85 BidSplksw DWH0m Tmuwdwhh ENERGY B Y DESIGN EGS ExtRMlglareshield 10010th St. NE Suite 202 Charlottesville, VA 22902 T: 434.29 6.2116 12 RW.com +rj LfnVA?/V/A IJVAWJVG° POLE SSS fA" M0/V/A ZJVA JVG° POLE-S5s See fmmmtesnex[page. ��NIA Ones Lithnnia Way • Conyers, Gsxsrgia 301712 • Phone! 1-8011-701 (7370) • www.lithnnia.rom �. DSXI-LED f AVZff&VG. 02011-20MAomity Brands Ligmng, Inc. As rights reserved. Rev. 11/17J20 OUTDOOR POLE-SSS OUTDOOR: OgelithomaSVay Cowfeem GA300f2 Phone R00-705-SERV(7376) www.lithonla0om 019"2019 Amity Brands Lighting, Inc Allrghts reserretl. Rea tl6fl Is OUTDOOR: One LitlsaniaWay Conyc;,W30012 Phone:8A0-705-SERV(7378) wLvwlRlanh.com V1994-2019 Acidly Brands fighfinq lm. All rights reserved. Rm.WII/19 Pagelofa COMMERCIAL OUTDOOR e . _ • • e . • To see mnplete photometric reports «download .iosfiles forthis product, visit Lidlon® Lightingr D-Series Area Size 1 horrepaye. _ • e . - • - D - lwGsaommene pinta forth@ D9r1 LED 60C 100040K Distanews am in units or mounting height (251. Accessories LECEND a a+°+ a a a+ m+ a a§ a, m, a s sea aMT7 P� Lumen Output ■ OUR a • a : + o , a a s � a -_ -1 to 8 Ure u,n@hcmam daramine mlotire lumens Aso anGwMtmn Wmenra4esam fiam phowrebictesta paFormed its¢ordanoewahl6nAtM-7vJ@. Dambmrrsidaredmbe relmruemaMeofiM cmfimra[ionedroam,wilNn the taleanaes dlo@ed by UghOng Fxis Canm2rxm7far 5 MVIXTdiwmpe-u�m Rw fiat l2U,alVLW/A Fq. 8 pmimmnm rim an agmidgurdfae rot shown hem Nam •a�a;6Pars,Pd,P.wa an3 Lumen AmbientTemperature u t1 hers E ecteica Loa 2 P14m1,mzn Pl3aiw rtmel ada090. R9Naa7 @raabamytiv 5 E s 3 Samtadmmm armmwLMwih WnA 8 E` 8 120 208 2m 277 347 480 Omi27F1SAl PNmdl-S4nnd3W 11247irv)a 4 Nmada4wN HS a a 4 a a - lnxn 0-0OC (iLi(14'}j, ULUAFiSaL1U I4olooil-µMd4odf34Ma OLL4MFC.SmLN Ralmdl-µtr6,HodNrOWa 6 XVCuoJysuwbbhnm•ahPAP5,P6,",KwodRa 7 xsc7.o,lnainaay au jhauwa,zrrv@d4ma ■ 7.nic ' ' ' ' g fPC 3z� 1A4 P1 30 530 Sa 0.45 CA 0.23 0.19 DID 0.12 mNMIfSWU Shaprgq" h xVtxTixtwsadeeaRfiaenFa DRwdmlw•iabkdm RR RNI.RmFpV. RM11R7V 6 DUIMJPCO Mane4desritldm Pt PLPANad FSa 9 5hje6mt5grvaya@ral4zma3.7vDadAe6spHmpmmanV,iW a•aMxvur a@a.WA,mM6KgL¢aDP e fl ° e a fl ° �,a SIC 41S 1A4 10 Wardieforrrnm6gmmwdpolisLoomwi 35"unilralmnwe.. 1m V P4' PI 30 7m 70 g59 a34 030 0.75 a20 a16 ' om,m4sn Ibne9tlesaatlbiSamma 4 d ;d 4 K a = imC 50'F lA3 0almzan ib@e9asadtlmm, PtmgRtadma^ 1l unlswalunuN,gbrerbrmsmdedimreha8tmrrha'm.p•dlldpdeaiy.15Gv9rrambdrw wa..4OC13n31.Dnburble@MrpowsMpuenbNOTUtlenbwnpWm F`� _ ; ¢ fi_ P3 30 iW0 101 086 0.50 OA4 03g 0.30 0.II . 12 Mua@b rm.ewihsW.tapirs.fMlbaardvwlaersgxuareaeaaxysePmsvieara+rmvn ra'imvnmal'N-da+wwrrmt@m 6vaiaL•AaA a Ja : _PQ a Jz 4 7_ iSS 50°F 1Az ns n,654 3 0 3 rod 19,01E 3 0 3 iD 19,259 3 0 3 118 I,TH Op PualammOw 5rareadwmapakudawlnmatln9 13Mm6amNaerlMdr RRHN.SweareomwJablembM Akhmm,bYbeMamtlnswnldurdnumoxos. a as a a a a ------- ----- --- dz 2m[ 6B°F 1A1 N 30 1250 125 7Jd 0.M 052 GAS a37 0.n i25 17,635 3 0 3 108 18,998 3 0 3 117 19,238 3 0 3 118 �P buiMlspd6fimn}a wMelxmekudwnhNwR2 Fw nee'vdmi,�mai nlylrttir2vri,dinGnk, zia z� 6 alb i MaamuMatligbimletwaymgelfy 15Pbndwderedarhh,*aazrearmfiefivmPauyeroolsOm�.gre. Sedioaa,:@Ldd. a fT15 �- a TIM - T3 x- TIM - xs"t lTF 1Ao wend gp0a T7M 17,726 3 0 3 109 19,096 3 0 3 117 19,337 3 0 3 119 '� M8800aNa ll ' ' PS 30 14DO 138 1.16 0,67 059 051 OA 019 CJ Cf fnmNa 16 NIA>PM"ivk ngWathmustleryrkssaladdigpaJxaal@raamelmnfronkvlyeraakCuuuk.Nakwhh leyd Juwly} 30T 86°F 0.99 (Nth-AahmB T35 17,167 3 0 3 105 18,493 3 0 3 113 18,727 3 0 3 115 RRim50Rmllu OnmW aeddtl 17 DMG mtardkmksvm Pmµ PEAS, IEm, PR,Rmt RmrC3 SMIFCW FAO. nM 17,683 3 0 3 108 19,M9 3 0 3 117 19 9p 3 0 3 118 9 35Y 9s°F 8.98 N 40 1250 163 136 Q78 O.M 059 0.47 034 J O 18 Nwibs50'�rwwemp@tinnrismbdrpraW[dims Naadthb,rMs Pf3:, PFRS,PW.RBrc PmL Ncear4hlo- Pl. Py Pa, Pin Pi Fo.more coanor opnoaz..lz¢on_aod e_cra om;"e_ 19Rgsyamyvinlwd,iaiawid,iv�rmod. Oat too^F o.97 i4M 17,299 3 0 3 106 18,635 3 0 4 114 18,871 3 0 4 116 P7 40 14m 193 153 OJID 0.76 OAfi Q53 03B 9 co lace. MvmoS.W611e.,c,ngduamra 4. 407120 N 163W My 17,672 3 0 3 108 19,038 3 0 4 117 19,279 3 0 4 118 N MARIE a1 rh4ae�Am♦vn5amrabkmpage4awefuatixdip. . a a+ 0, a a. z .. a, o,: a. .. a, o, a a. . a a, o, a a. fi T5Y5 18,379 4 0 1 113 19,800 4 0 1 121 20,050 4 0 1 111 HENDRICKSON Tl Nmmakeeamatledmiiig m,udsmpaoe. • • a + . N 6a 1050 2W rJ4 age os/ Dab aril aA9 a Nmmwidlewitlr Nt[LL'.maM axodm;h,em.unanaouemo: p am�gmen®,ies:,fvnoevr. B A T55 18,348 4 0 2 113 19,766 4 0 2 121 20,016 4 0 2 123 21 µlatyaardwed,wtl,Ywmak,lecaryP@yiG,a a " a - - - - - pp d -P a � Projected LED Lumen Maintenance P9 fill 175g N7 ZA1 1.16 lAl OA9 0.70 051 i5M 18,348 4 0 2 113 19,766 4 0 2 121 20,016 4 0 2 123 Lic. No. 33370 25 Rq:e lamer tulle eureI Pm,PRewPm7npersEreGnmolovs.Tdaempal : B a It a : e TSW 18,228 5 0 3 112 19,636 5 0 3 120 19,885 5 0 3 122 16 4r 86 rmnmdrtaamb Dngunmbwhmpvkhillpamniara7r UtlwnrtmpNieaL x • Dew r@Fwarroade wove�dumd prfamenma prmjerd,xefadm pkdamermadins Pig fill 530 106 g90 032 0.47 0.43 0.33 0.27 s v , amau$aM,hasedae10,000handLED wnag(madpmlESNAUA-0DUBand BIC 14,489 2 0 2 89 15,609 2 0 3 96 15,806 2 0 3 97 0 08/23/2021 w ° o fl 0 0 (Returns L90 s projected per I' LCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 I6NA TM-xt-11 RaMkd Optls Pit all 700 137 1.15 09 BAD 053 OR 0.32 lap � iIS fl To doAamllF,he.bemen ar.0.anmmoad•[mrragladsmthe loins mm6er aR91) P12 60 1050 297 1J4 0.99 OR DJ6 Ofi0 0.46 ACCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 S'IO -+ _y, 4Ap'M1 -+ p� a MerNwa6ng imam mdu v. Fdadre lumen nninbsrancv: val„as,emmrl:Taemry. T15 19 3 0 3 105 20,712 3 a 3 113 975 3 a 3 115 N`�I' a2LLL 3 a g P13 60 1250 231 193 1.12 0.97 0.N ON BAD a a TMA za zW" a hied', a TM d Dan DJA 19X 3 0 3 105 20,797 3 0 3 114 21A60 3 0 3 115 EGS- ELCernalGlareShiMld I e b "a - F F fl 0.94 735 16A96 3 0 3 102 70,141 3 0 3 110 203% 3 0 9 ill ~ 501 Did T3M 19,258 3 0 3 105 701% 3 a 3 113 31,N9 3 0 3 715 AM 1 3 0 4 ice 2O 3 0 4 ill 2I 3 0 4 112 im,00p o9s 40 1400 A 183W TSYS 20,D17 9 0 1 109 11,564 4 0 1 118 21,837 4 0 1 119 one 1 va0 4 0 a 1 0+ a a• • a a 1 0,: a 4 $ • a a 1 m, x a 4 ? 4 a a 1 m, a s 4 5 '- T55 20,033 4 0 2 109 21581 4 0 2 710 21,854 4 0 2 179 + • • a + x High l@ed T5M 19,983 4 0 2 109 21,577 5 0 3 118 21,799 5 D 3 119 i ° aimmad photo 11 Dwell Rampyip raal ill w 0 a a - - 1°" stsa triggered) Cadmium Time trim Time TSw' 191 5 0 3 iN 21,386 5 0 3 117 21,656 5 0 3 lie BH 15742 2 0 3 66 1 2 0 3 93 1714 2 0 3 794 0 e + r PIAm PIRH 3��r1 lov(�m9s1 EremcdeSfC Smin 3wc Smin HLO 11,74 2 0 3 64 12A99 2 0 3 69 l2,eD9 2 0 3 70 a : T$L x x -- --- ROD 11,742 2 0 3 64 12,649 2 0 3 69 RON 2 0 3 70 • 0 g 0 B r u ,- - - "RR1K3Var 3V (37%I lOVUGGRU EmtlafpiK Smin 3. Stain $ 3 MMIFOV Output output TiS 22490 3 0 3 109 24228 3 0 3 117 24535 3 0 3 119 Tenon Mounting Sli�a@er HANDHOLE ORIENTATION 9 r°°++a `"`'L^ -,.1. - "ry^ ^- usewanrmNmserimrisirzdadiNim dm@rimmml. T25 22,466 3 0 4 109 24,202 3 0 4 1D 24,509 3 0 4 118 r a 7 a a h a 7 T2M 22,582 3 0 3 109 24,327 3 0 3 118 24,635 3 0 3 119 C, a ' Z. J a J't T35 21,870 3 0 4 106 23,560 3 0 4 114 23,858 3 0 4 115 C 2-3A' YS & GIRLS CLU RPA A53-5190 A53-52N Afl3290 AS}53N A533320 A5i54m a tr M ° -rall°w_ a 1 i a _ iD TIM 22,527 3 0 4 109 24,268 3 0 4 117 24,575 3 0 4 119 M 2-7n' RN AST2€190 ASD€m0 ASDS190 ASKS-30 A512€310 ASfI5d9O + + _ + 0 + TIM 22,038 3 0 4 106 23,741 3 0 4 115 24,D41 3 0 4 116 d• IDA ASDY190 W35-M AST35-290 ASTII ASD5-370 AS135i90 a, fill 1050 P8 207W NIM 22,513 3 0 4 109 24,253 3 0 4 117 24,560 3 0 4 119 s a TM 23,415 5 0 1 113 25,224 5 0 1 122 25,543 5 0 1 123 D B Nomenclature Description Functionality Primary control device Notes T55 23,434 4 0 2 113 25,244 4 0 2 122 25,564 4 0 2 123 CAMPUS CLUB • a a+ o+ 0 a• • a r, o r s a • 's TSM 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 ° g • 8 Feld imusable cFADarper Baia installed nddewe AlbwsthelmiaiambemamdtytlimmeA Canndberad with ollarcumn soptions Rat 75W 23,221 5 0 4 112 25,016 5 0 4 121 25,332 5 0 4 122 MuurdngOpnon DNMng7mpine Skrye 2@ice 2p90 3w% 3p120 4@90 a 6 a " mMmrewredmthedNverdmming laA. efkmtwlymmmrgrbellgMaupuL need0w0-lOY leads HNdlOrakA SMdB X&D S1dOB6C SItlO C&D Round Pole OM MMA C80 p LCW 13,735 2 0 3 66 14,7% 2 0 4 71 14,983 2 0 4 72 A Nil Nomndamre Is DM19M BM20S OM205 tM139A5 from DM49AS ° B ° � 111 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 Ilantlhok , Drbaswiummameaakrdyfa50150 IheluNaao ig irsamwwodiorcgdmtmsLpamermidraddmE.fnidder OS ImiakeopraBan allowing Fa50/500pea6oM1 I' ° nLIghLMRasamaemalMwliwallmraOw. T25 25,575 3 0 3 1% 27,591 3 0 3 174 27,8m 3 0 3 116 PROJECT NO 46423/20149 Template d8 Top of Pole DSX1 AMR LWlnlinsire - EPA ° R14 ° sK T211 25,H8 3 0 4 107 270t 3 0 4 115 27A71 3 0 4 116 `Includes luminire and 9 -+ _+ Sri integral mounds arm.Omanmm�sarmpbrackmormheraanssodmamminclurledinrhb Flkdam , s� sy Compatible wimsbndand Cyril phoiaah Tray-IaL ounalIssuch as DB Fine Rm 485to dimming Inds m drAer, Plot 7 � u� 3 0 3 103 27,664 3 a 3 j 27,130 3 0 3 113 CHECKED BY AMH I a a PERSaPHU TWM]o&ommlmc"de for operation aadPsladmnml miles n9 Tay 24e70 3 0 9 1W 26,791 3 0 Z7,13g 3 0 9 113 ac 175' for aluminum poles hN 1-4 oradvmrxdcormq adenodra llOW a rappedirerdeiummake DM 25,617 3 0 4 106 27,597 3 0 27 3 0 4 116 275"(w miser pole type a _Loccrz°u, a ice Cmf pmrWeM1imtlimniig5igalx T9M 25,%1 3 0 4 1M 26,997 3 0 27,339 3 0 4 113 DATE 02/05/2021 8- ' ---- �- M 1250 N M1W TFN 25 3 0 4 105 77 3 0 27929 3 0 4 116 MmdonsemmnwhbYRgmlphamall.RRFa MmawlhdewhbRIH1TOYwhentbesarsa TSY5 26,Rb 5 0 1 110 7BAM 5 0 29A17 5 0 1 121 MoMdngType y mI-� �� Y Irm PIRaRBH mmiransearwhenmoopaayedaemd. Anityronal Se0N Ltsl TS5 26H8 4 0 2 111 28,7P/ 5 0 29AN 5 0 2 121 Dgfl LB1 1A73 2075 1945 3A3B 2XS0 3.749 TSM 2 5 0 3 110 5 0 28977 5 0 3 120 Munro andmmhemligh(wieigwitligaipiespnme TSw 26406 5 0 4 lie 2IL447 5 0 28,8W 5 0 4 120 nIgMMRmabkdiummdwdormomnseolg, NWAIRsm mbepmgramwdandmnmbmaled Bic 20990 2 0 3 87 11 2 0 2 2 0 3 95 NLTMA2RAHX pyolorellmdwirelessmrmmnimOm, kheduleddmmingwRrirmimvsrsamer wMn nDgMAirK%A 6mmgiepounUmbgmeMI&CirmappdwnL'gMmype IUA 15,619 2 0 4 6516,n52 0 17,03e 2 0 4 71 27/8- 2-7/$• 35' 35' 3• 3S 103) 15419 2 0 4 65 16,n5 2 0 i7A38 2 0 4 71 RN MI 2-7Ar I 2-7/r8• I 3.r 1 Ir r 3.7 SRNBA I d5 I 2-7Ar I 3• I r 1 r 3S 4- mgMOA 1 15 1 2-7/8' 1 35" 1 Y 1 S 33• S .iJf}!/QN�I One Uthonia Way • Cnrsyers, Georgia 330012 •Phone: l�Od70S5ERV (7378) + vmww.lithnnia.rxrm DSCi-lE0 . L�yp/V/A One Uthnnia Way •Conyers, Georgia 30012 •Phone: l-600.70SSERV p37W + wvew.lithnnDSX7 LED ia.rsrm . lJ�i/O/VL4 One Uthonia Way + Cprsyen, Georgia 3IX112 •Phone: l-800.70SSERV (7370) + www.lithnnia.rmm DSX7-LED 4TN0/V/aA One Lithnnia Way • C-nnyem, Georgia 30012 •Phan@:1-800.7055ERV (7370) + www.lithnnia.mm DSX7-LED VWOWVAC 02011-29MAmity Brands Lighting, Inc Al rights reserved. R... 11/16/20 ""131r"AVAM 02011-2@O Amity Brands Lighting, Inc All rights reserved Rev. 11/16YN L/is•/ WAV C 02011-202DAshy Brardg Lighting, Inc All rights reserved. Bee . 11/16/20 I VNIgP XV". 02011-20NAaity Brands Lighdng, Inc. Al rights reserved. Rev. 111161M Page 2of8 Page 3 ch8 Page 4of8 Page 6 of COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Sized reflects the embedded high performance nUGHT AIR CONTROLS The DSX7 LED area luminaire is also available with nLight® AIR for the ultimate ID ISSUE NAME DATE LED todlnology It is idoal for many crxnmeordal and municipal applications, such as in wireless cormol. This powerful controls platfomo provides out -of -the -box basic 1 FSP COMMENTS 05/01 Forcing lots, plazas, campuses, and strcetscvpes. CONSTRUCTION Single -piece die<ast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the taaUng to promote low operating temperature and long life. Housing is completely sealed against moisture and motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy -to use CLAI FIFTY app, nLight AIR equipped lurniouries can be grouped, resulting in motion sensor and photncell group response without the need for additional equipment Scheduled dimming with motion sensor over -ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found hem. 2 FSP COMMENTS 08/23/' environmental contaminants OPfeS). Low EPA(1.01 ft1 for optimized pole wind INSTALLATION loading. Included mounting block and integral ant facilitate quick and easy installation. FINISH Exterior parts am protected by a zino-infused Super Durable TGIC thermoset powder mat finish that provides superior resistance to corrosion and weathering- A tightly controlled multi -stage process ensures a minimum 3 mils thickness for Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the DSeries Sze 1 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 1 utilizes the AERISTM series pole drilling pattern (template If8). NEMA photo somrol receptade are also aval a finish that can withstand extreme climate changes without cracking or peeling. LISTINGS Available in both tortured and non -textured finishes. UL Listed for wet locations. Light engines am IP66 rated; luminaire is IP65 rated. OPTICS Precision -molded proprietary acrylic lenses am engineered for superior area Rated for AO'C minimum ambient. U.S. Patent No. D672,492 S. International Patent pending' lighting distribution, uniformity, and pole spacing. Light engines am available in DeagnLights ConsortiurtA$ (DLQ Premium qualified product and DLC qualified standard 3000 K, 40DO K and 5000 K (70 CRO configurations. The D-Series Size 1 product. Not all versions of this product may be DLC Premium qualified or DLC has zero uplight and qualifies he a Nighttime Friendly'"' product, meaning it is wnsistern with the LEEDO and Green Globes^" criteria for eliminating wasteful qualified. Please check the DLC Qualified Products List at www.designlights.org QPL to confirm which versions am qualified. uplight. International DarkSkyAssociation (ID/) Fixture Seal of Approval SSA) is ELECTRICAL available for all products on this page utilizing 3000K color temperature only. 2 0- 0) Light engine configurations consist of high -efficacy LEDs mounted to metal- men circuit boards to mercantile heat dissipation and promote long IHe (up to LB5/100,000 hours at 25'q. Class 1 electronic drivers am designed to have a power factor>90%,THD<20%,and an expected life of1OO,WUhourswith<196 failure rate. Easily serviceable 1OW surge protection device meets a minimum Category C Low operation (per ANSIA EEE C62A1.2). STANDARD CONTROLS WARRANTY ;-year limited warranty. Complete warranty terms located at: sysyy„acuirybrends.mMsupport/customer supporncorms and mnd'mons Note: Actual performance may differ as a result of enc6user environment and application. All values are design or typical values, measured under laboratory conditions at LIGHT FIXTURE CUT .SHEETS S03 to The DSX7 LED area luminaire has a number of control options. DSX Size 1, comes standard with O-10V dimming drivers. Dusk to dawn controls can be 25 'C. Specifications subject to change without notice. Nutilized C) N via optional NEMA twist -lock photocell receptacles. Integrated motion sensors With on -board photocells feature field -adjustable programing and are suitable for mounting heights up to 3D feet 00 N E 1 2 . unVJ7JV1A Ono Lithonia Way • Conyers, Georgia 30012 + Phonce:l-80O70SSERV (7378) + wwWlithoniamm DSX7 lED Z 0 4Gf/TJ/VG. 02011-2020 Aority Brands Ughdng, Inc. AI rights reserved. COMMENCIAL OUTDOOR fdsv.11/,lJZO Page 8 of a ■ W Z Z d TYPE SO4: 201 POLE /��/a�/�//� SSS Square Straight Steel Pales SSS Square Straight Steel Poles r U 0L�rH,a,IVI �1 t�d■7�l l l V a �� -D-Series Size 1 FEATURES & SPECIFICATIONS Notes INTENDEDUSE-ThesespedfaatiomamforUSAsundanhmlyy.CAeckwRhfaitoryforCanadiau ' ' LPatltimeswillMry tlepmtling an aptbmsdMhd C■IMICwiM yoursales mplesDRaflve. Example: 555205C DM19 DDB - LED Area LUr'Tlll•1aIf@ R.m TECHNICAL INFORMATION -EPA (ft2) with 1.3 gust spedfiations. SgareStaright Steel is a general purpose light pole for up to 39-foot mounting heigW Type ii5 EPA(fl'lwlth 1.3 rnu T Nominal PoleShaftgze 9 Bolt Approximate 1 ,L FO error © 2020 BUSHMAN DREYFUS This poleprowdesarobustyet(osteUedWeoptbnfor moumlmg area llgMsandib�lghts Nominalfixture Nominal shaft tease Wallthidr Boltsize Series mounting height size/wall thickness' Mounting' Options Finish10 Catalog Pioneer Shaft (4Mp Par)) Gage 00 MPH �• "MPH Ill10oMpH �' dide {in.xin.xim) shlpwNglrt doseries 'ems ARCHITECTS PC OWISIRUCTnN-Foie Shaft The pole shah is ntuilFam dimension and wall thickness andHmade LengtllOW' In.xftj itd SveS�lt wdgM Sve(gjlt Dal (Fits.) xrcrlw.rnneryni wwvmanep,g"mzexa lore Mwdnraaz of a weldable -grade, hot -pilled, tOmmerdal-qu fifty steel tubing with a minimum yidd of 55 K51 555 10-39' 4C 4'lIg (.119C) Tenon mounNm AFRIS"SMpmdddll ShIODM installed StambNcdors (11-gauge,.1196"), or 50 KA(7-gauge,.1793"). Shah is mepirawith a fulHengtli longitudinal high- Anchor Base poles Da1l2ft 4G 4'7g (.1793°I PT OpentopGndude5 untin ' UAB Lessanrhorhahsllndudawhm ODBXD Dark bronze SSSIOK 10 4.Ox10.0 0.1196 11 30.6 765 23.8 595 18.9 473 8--9 3/4x18x3 75 bi 1 frequencyelemic resistance weld. Unirnmllysquare in aass-sectiun wiMfin vdm small amermdii and 1ereme118' -6 5C 5"11 mPcoP) OM79AST 1m4D° anchorholtsare mtneeded) U5124C 12 4Ax120 OJ196 11 24A 610 All ADD 14A 370 &-9 3/4xl8x3 90 Introduction to pole 9t1196') IIWHKD White excellenttoesioal qualMes. Available shftviddtllsare4'; 5' and 6. 120 2-3/8'0.0D"LAPS) DM28A�T_ 2at180" VD Vibration damper SSS14K 14 4.0x14.0 0.1196 11 19.9 498 15.1 378 11.7 293 8-9 3/4x 18x3 100 The modern styling of the D-Series is strikin Ut 2r}6egals w 5'7g (.1793'1 WU@ Black _ �y g g Pale Telp:Aflush nowmemlkblxktopcapisprorided frrall pdesthaterill muchelddllinglordennfar 20hfdn.) T25 2-778"O.D.(2-172" DM79AS1_ 2atili 1P Tamper resistant all 95164C 16 4Ax16A 0.1196 11 15.9 3W 11.9 295 a9 223 8-9 3/4x18x3 115 Specifications yet abold, p r0 resslVe SSS 6G 6"7gt179i") DMMID Medium P ye 9 9 side-nwunt luminalman assemblies in when ordered with Pfaption. Ni DM39AST- 3at9D" �1"IS bronze SS5184C 18 4.0x18.0 0.11% 11 12.6 315 9.2 230 6.7 168 8--9 3/4 x 18x3 125 EPA: 101 ft' statement even as It blends seamlessly with its Hmdhole; A ieiMated handhole with grounding provision is provided at 18" from the base on side SeetethnicW Seeterhniral T30 3-1/2" CLD. D' NPS) 1 DM49AST_ 4atgr May Horizontal arm bracket (I fixtom)5° ONAKD Namrol SS20K 20 dAx20A 0.1796 77 9A 2M3 6.7 Id7 45 750 8-9 3/dx18x3 1a0 -�� � W environment. The D-Series distills the benefits ARCHITECT ilrfmlMtiontable irdarmatbntablP , A Positioning the handhole lower may not be passible and requires engineering review, consult Tech forcomplen furcompkste T35 4"DD.G-T71'NP5) OMEAO"Sumend drill FDLxy Festoon outer Nsselectriml aluminum Len 33" BUSHMAN DREYFUS ARCHITECTS PC Support-OuWmformrdwinfbffmrmn.F elyhandhdeindmksdco dndewceramchmemhardww. carrying pnferip KKAVIDASEIK5F/K ION mountin I O`L" 1/2"coupling' Class(ccolors MS2046 20 4Ax�gA 0.1793 7 14 350 11 275 8 200 8-9 3/4x30x3 198 gt+, iran) ����"'"da.- - I Of the latest , LED efficacy, long -life Into a high The handhole last nominal dimension of25'x5' SQUARE STRAIGHTSTEEL eftxaadoe) irdmrmatbn3 Ddlmoumlml , �IOSC 20 5AI120.0 0.1196 11 17.7 443 127 343 9.4 235 10-12 lx36z4 1W 73" \�---- performance, high CaCy long -life lUfTllnalre. LANDSCAPE ARCHITECT OM79MRr 1at90° OL34/xy 3µ'couping 055 Sandstone Width: Base Cannot A durable ABS pMs[ktwayieafull hasemver, finished Is match the pole, is provided with DM19 lat9(r DWSMRT- 2at180' (PLI/xy I"coupling' DGC Chancellory SSS2056 20 5.Ox2U OJ793 7 28.1 703 21A 535 16.2 405 10-12 lx36z4 265 (noon) L The outstanding photometric performance O'SHEA+ WILSON SITEWORKS each poleassembly-Addiliona base mwroplionsare mailable upon request DM28 tat INr OM29MRT_ 2at9V NPL12/xy 1/2"toMdednipple' 07G Tennis grain SSS 254C 25 4.Ox25.0 0.1196 11 4.8 150 2.6 100 1 50 8-9 3/4x 18x3 170 Height Hi: 7-1/2" -_ -- H2 results in sites with excellent uniformity,greater Anchor Bale/Bolls: Anchor base k fahtmted from steel that mreh ASTM A36 standards and an he DM28PL 2dl80"witharle OMT9MRT 3m90° NPL34/xy 3N"threadetl nipple' BOB Bdghtred 555254G 25 4.Ox25.0 0.1793 7 10.8 270 7.7 188 5.4 135 B-9 3/4x30x3 245 hl1 pole spacing and lower power density.kis CIVIL ENGINEER almredtomatch admng foundaDorn; mmuh lackey for mndifimnom. Mkhm belts are manuhamal side plugged DM49MRT- 4at90" NPL77xy 1"threadednipple' DSB Steelblm SS5255C 25 5.Ox25.0 0.11% 11 9.8 245 6.3 157 3.7 150 1D-12 1x36x4 225 "9 H2 1�" ideal for replacing up to 75OW metal halide in TIMMONS GROUP toASrMF7354Statd i Fade 55,i55t51minimum yled strengthand tadlesuaglhoF7595KSq. I1M29 2a[90 FHHxy Extrahandhales7 ArchUPcluralColon and SSS 25SG 25 5.Ox25.0 0.1793 7 185 463 13.3 333 9.5 238 10-12 1 1x36x4 1 360 Weight pedestrian and area lighting applications Topthmadedpodbn(mmimll2")"hat-dppdgabanizedperA5TMA-153. fM139 3at90° n g 2Onto P g g an STRUCTURAL ENGINEER NIAF.t Match existing" 5cecalFnhhes M3046 30 4Ax30A 0.1793 7 6.7 168 4A 110 2b 65 B-9 3/4x30x3 295 (ma10: 11xzbA typical energy savings of65%andexpected DMWPV HARDWARE -All sl orzinl listeners carbon hghs stionl galrenlmd urban steel. MI noml-smrduml DM49 4at90" Galvanized,Paimover USWM Un'ded5totes polntofmanufadure° 5`Gi05C 30 SAx3oA 0.11% 11 4.7 I50 2 50 - - 10-12 1x36z4 265 service life Of Over 100,000 hours. fmaenrrsare gabanDed or7inrplated turban steelmstainlesssteel. CSIWSKlASK/ANIIS'AIMR@w/ Golranizett flALCDIas, HLAAG%Drill mowltino' " MEP ENGINEER FINISH-Finadumbleswndadpowdertodfinbheslndude Damm�z Whk BWMedlum Brame IC Interiarma[ing OrstOm Colorsand 5SS30% 30 5Ax30A 0.1793 7 10.7 M7 6.7 167 3.9 100 10-12 1x3fiz4 3A0 2RW and Natural Aluminum colon. (black finishes Include Sandstone, Charmal(day,Tennis Green, Bright Red DM19AS 1at90" UL ULlisted with label Dndudes NIX Extended Warranty 5553066 30 6Ax30A 0.1793 7 19 475 131 330 9 125 11-13 1x36z4 n440 and Steel Blue colors. AnlifteduMl Colors and Special Finishes are available by quote and induce, but Dili tat 180° mmpliamcover) FrishesarWM61e NEC NEC41030comploatgasketed SSS3556 35 5.0x35.0 0.1793 7 5.9 150 2.5 100 -- -- 10-12 1x36x4 LIGHTING DESIGN are not limitd to Hmillpped Galvanad, Paint over Hot- dipped Galvanlad, HAL Colors, Custom Colors DM29AS 2at90" haMrale(Nm BL labeled) 555356G 35 6.Oz35.0 0.1793 7 R.4 310 7.6 190 41 105 11-13 1x36x4 EXAMPLE: DSX1 LED P740K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD RANDY BURKETT LIGHTING DESIGN and Dmeskd Warranty Finishes. Fattory,applied primer pdimfinish is available for customer fteldiaintDM3§AS 3at90° applications DM49A5 4at90° ShippedMiratelyJr�lammem kit available) 953966 39 6.Ox39.0 0.1793 7 71 180 3 75 - - 11-13 DSX7 LED INTERIOR DESIGN WAABANTY-1-yLrerlindwd wammy. Gnmplemwamamymmnlotamd at RADrMll mounting' (blank) FBC Full base cover 1plastid " UlAvluesambasmA5t17-93 vriamp For112ftiwwoft,addfimthepdeheght he 206apeds201161n. GLICKMAN DESIGN STUDIO w ALnitvtsands.mrol usmmaflesowt nerms and ordiUo xs0x LM119RA0 1at90" (blank) TIC Tapmp NOTE proof palmetto may dMerasa mwhafwxltoeremimnmemaud application. OM28AAD tat 180° (blank)HHC Hantlhole aver BASE DETAIL ACOUSTICIAN SpedflmUomsubjecttoclMm3e wNwmnDBce DSXI LED Forward optk3 30K 3000K T75 Type lshort TSVS TypeVveryshort' MVOLTI Shipped included ACOUSTICAL CONSULTING SERVICES DM29HAD 1at90" POLE DATA P7 N' TIP 40K 4000K "inouwl s 155 Type9shm' XVOLT SPA Squaw pole mounting DM32MD Sat Ull' wx OM3911AD 3a[90° P2 PS' PH SOK 50MK RS Typellshdn i TSM TypeVmdturl D77Y-480V) RPA Round pole mounang10 Shan has�e Bak Bolt Base Base plate Template Amborbolt Anadwboltand AiOorbi* P3 Fur P9, RM T Il medium 1 Tom' 1 DMa9AAD 4at90" siu dude prxQectkna diameter thickness daafptimn description template number description YPe 1 TSW TypeVvdde WBA Wallhralet A B C Rotated optic T35 Typelllshm ? gK BakligMcartWl" 209 SPUMM Square pole universal mounting adaptor" 4"C 8'-9" 3.25'-3.75" 8'-&25" 0.75" ABTEMRATE P15W04 AB78-0 AU5S5-4C 3/4"x18"z3' P70' P72' T3M Typelllmedium ; (CCO ItRmmer4rta0' �Yr RPUMBA gourd pole un"Iwaal mounting adaptor' Ply P73v RM TypelVatar hum ROOD 111ghtmmerLl2mR' 271' Shipped separately OWNERS REPRESENTATION Uat6. 5. SpetnlamlmmdafmWonwhmadMngupllm. 7. tmlbkodmd pin-mpandddlmanindudrsamahmdhole. 4% R'-9' 338"-3.75" 8"-&25" 0.875" ABTEMRATE P150004 AB30-0 ABS" 3/4"d0"x3" 3470 MILESTONE PARTNERS L Wail Miara5awil be4gnBwdxima"C'(11 Geu�P}ara"CO_11,9d FIVY' Sp8*theheWabmthebmatpoeinf&tale[ 8 MmlaaadghW 6NernumDardaisangpale(a. � � it hTM �dMm's' KAUBf1DB%I1N Mastann mounhng bradetadapmr In iwmDnenture'[^ a1196"6' 01793" ad"nmm;separafefeetad al[hawima", ® 5" 10,-12" 35"-4" 11" 1' ABTFMPLATEPBSW10 AB36-0 A11555-5 VII36'ref medium 48ov (spLKifyfinish)r' Ilopez@milestonepartners.co Fsmrple sO=sadaMLn=211-3 9. Dewhormilmdfiranomaare4uired 434.245.5803 L Prarm top palm bdorlop optimum omeringtenmmounting and Fory': 5pwxyodwrtatbnhan hwdhdef0.K(.0) 10. Rniwsmanrdrorm5mne8maz. 6" Ili-13" 4%450' 12Y 1' ABIFMPLATE P150011 A036-0 WA 1"xmw drill number fn theories pole bllnwthis matter DMAIRO polor u Or Me xh*diireaaaldagrm6abw. 11. WdidalalmlasarumMgseewrmlithoniazau/adimlursa ThemmlNatlal Includes a squired eamhenlhde, fanyk l/2'mtyAlgMs'9;ar7mnart=CM7)/t-aC Addki ndlarnma &hue poml xa79931.areN61ehy6a 1 RemrmdrhtthmspamMaMtbe maeetdilling MnpktlapaAnu 6. Ibiimnlalam klg"x2-37a"0.41anmsbnmd.rM rmimmw apwwmTy,kmmll GxoaykrddWlx A HANDHOLEORIENTATION IYNRr11Nr IIS➢WAION nuI� mdaema8mtmynduility. pnaddn912"dsemd2-3/tl'DD. dadedn9twuhwaoltlalamatdc C.Darrotaenpdau9tlwutmxln9mmnalmmllaY. ,, , 4. Imes"t'm^Y'mtlesigwuefiamresis;egDMt9ASR samehelgKgeMwhhmUryy.homple HMM 9 .Fanny-suppliodmmplawsmntbeusmwhm Shipped Installed i PIN High/low, motioNamdaltSensor. 8-15'mnunfing height Shlppedinstalled DDBKD Darkbmna �,, t 7 s T III - wrongadabolh. uMorin lighting will norampt g q u ambkmsensorembledat5fc'ml s 1 r4imfirnmrenamMmge plamrxntdam NLTMN2 nU h[AIA generation I HS Haure-sideshirld ONY.O Black toiaemme0umnlymngfauorytemdates. PIAHN Network,hgh/Inv nloOoNamblcrnselua" 9 PIRH HkjhluwnvUmlamUotsem,,l5-30'nmumkrghelght SF Single fine Di Natural aluminum DehuftDM19 ,i i am-hiemsensareaNedatSfc a 11111y/ 0 8 bonski • ItpdaaamWmhide.alpweuuwwrdpping PER NEMAtwll luck mcepmdemly bruntmis urdeledseporamI i PIRIFaV Hgh/ImmboNambent ,,8-15'mounulgWght DF Doublefiue(20&240,48010 DWHXD White - I JJ L s mustbeie�nrwsimnaaiarey uponaaiwrym pFRS Fve-pin le[cptxle only (eamrobadered sryurate)'A1f amliemsensnrPaMsdmlk ' L90 le8mtaledoptia' 11i Texmad darkbmnal prmwrt6sd,damaga PER7 Seven -pen de on (commis ordered rate)'''" PINHIFL3V BNa&(mogoNamhlemsensar, 11r3Onmurm helht R90 Ri tmlabdo a7 DBLBXD Textured black h II p Pm ty n9 9 9h W _ •l;du 0glmnq asaHemrmr ' amdentsensorembledatlfc�l , bmmAm a DMG 0-10idimminqq wires pulled Ounidefixture(lxTLee with an I HA 50"CamMentoperaumts ONATXD Teared natural ILKVV 0 -A emmal control, ordered separately)" FAO Fold adjustable copulate Shippedaluminum Haldade OS Dual wd[cling Isaa I ka wP�(dY FxderraDWHGRD Temredwhle Hs EENERGY BY DESIGN EGS lemalglare shield 10010th St. NE Suite 202 Charlottesville, VA 22902 T: 434.29 6.211612 RW.com IA LlTH,I A LJG,0M,0V s POLE SSS fA�IQN/A LJCAWJVG° POLE-SSS � DSX1-LLD Seemamaannnpage. � L/775/QN/A Onn Lithnnin Wny • Crnryme,Gmrgia 3UU12 •Phone: laxxF7gSSERV (737a) • w,awJithnnin.cnm Ll"107Nr. 02011-20120 Amity Banda Lighting, Inc All rights reserved. Rev. 11/1620 OUTDOOR POLE SSS OUTDOOR: One LlhmiaWay(amprs,GA3W12 Phone800-705-5ERV(7378) www.lithoria.mm (01994-2019 Acuity Brands hghomot Inc All rights mserred. Rev. 06/11/19 OUTDOOR: One L'mmnii Cmneq GA30012 Phme800-705-SEAV(7378) www.IRhonoccom +01994-2019 Amity Brands Lighting, Inc All rights reserued. Rev,tK,711t14 Pagel of COMMF_ROALOUrDOOR e e- e a r .a To see complete phatame6ic reports ar dawniced.ies files for this product visit Uthonia Lighting§ D-Series Area Size l homepage. performance Data _ ■� IsrAisoceradle plum for the DSX1 LED 60C 100040K. Distanaw ne in units at mnurrang height (251. Accessories 11 HAnneta x,Ma,ialift P15,m,wmdP,a A r Lumen Ambient Temperature (LAT) Multipliers Electrical Load Lumen Output IEDFND a a x+ a t x a e a z x+ u+ a a a 4 a a+ 9+ a a a _ a x a+ o t a a a „Ir,rd:,,,d-6inrWd.rr*++��Iv 2 P14 P11, m2am3aMiumod gda0.5q m01wy+waWamlpN • s • 4 m' a s Wrendurwerefmmphaa+ ct performedmecmrdanwwthlL51VALM-N-08.D ..,dxedmberemese ..Fthemnf4umtiorts shrnm, within the talerancesalbwed by LiRMira Fac4 CmHac[fecmryfra 3 AryTnw Sawiadnwdplxroxatamcaalsda MaxBa 8 �� g tip faun fa:lasto determine relative lumm output for average ambimtiompeahan 4 Not wabhlexid F6. ■ 0.1h 5 a n z _ - 5 a _ - _ m from 040C Gi2-1fM°F3 performance tam on any ranAguranort rio[4easa he,e, pL12w1sA manmll-Sx1w6t3na07hZ77r1a 6 ia017dnlevai "may F+wkgabom llD DNL54YAH4 �g P a 120 208 240 277 347 480 , I' ULLHIFI.SNLIU Yhxmall-S'AbM4x3Dlma 6 XWLT only YAW. for m sill I% M Pi P7, rs and m3. ■ 0a4BOFt.smuu nanean-Stt.sl-tr1(4ml" 7 xWLT.,vMwannyvaupbeu,r,Zm+ndbma ■ lAic ' I ' - - - ' t OL 32•F 1.ti1 P1 30 530 5/ 0.45 016 Q13 0.19 0.10 D.12 DSMS■U 2mm m. 8 xN7LTndewiMAeeimfi&R6Fw DF) Mrc sWe PR PIK MMFr-V., FIRRIP C D911m3MU ImuesweshxMb'y1.nr3.NatlP3e 9 9ngb5p t¢)'allax: z7Nar3aAr Dwtlefive Oro incidental au wit xaDLT,M wwMaewas fiMg pF,a EF. rc Rm o A a A'+ ° SIC 41'F 1.0a t Dist, ttl SdtebwAOnaowpgmmudpdabehxara5'ad12'dmwld' - - __� __ P2 30 7m 70 0.59 0.34 0.30 0.25 030 0.7b r 09a1x4aU NwecsYkAkMArmaMwn .+ + a -� 10"C sn' 1.m ?a wints Tint 11 IAxrwd mdaxlwwddfor rmdltm•tdMi lei 15Odhallm bad AND m3631.0n udleu6m a]ddl hNDr L'diatia RO ®111xrau XwpnwednwArPAN.M4M1 mtlP12" gMed'1 FOIead7� N Pwtmt� '�- p n 30 1050 1@ OA6 0.W QH 038 0.30 D22 12 NiatWxf+ma"ah5mapun Msbeodwdasawpwleamow,y, asAnmviemLwman r,vls"d2W d'anwrerrmtamOwt:M,detc a a a : `J'� 15C 50°F 1.@ i15 6,457 2 0 2 120 6,956 2 0 2 129 7,041 2 0 2 130 LTH OF PIIMBAODmU` Sgwreawmwmemmasrmuuwiw 10 MuwheaN•ad¢IdrMDPlSamrowaawYeM¢ayndeabrwvy hbdtMYwokrmiNeamlummba. a aN a ! 6'a y "a a 'z Np[ WF 1.01 N 30 125D 125 TIM DA 0.S2 0.46 ON 0.27 US 6,450 2 0 z 119 6,949 2 0 2 129 7,037 2 0 z 130 P `I hratlai (wdfyfreAi" 14 Mwttcwvkaenlda NUNm. Fa nanida,mvwm,dijxM2 i:diulni, zw zl3 iw zw MaamnMadaywaawWam tNAVYy 15 Pbmd,.it. addippdasa®paatr6.idn6vnMiy &adcomok.seao>®ic5lvtigop:,ddd. a 11S T_ + yyyg s_ , iTg fi a TyA _ zS'x 7TF l.m MngmppNm RM 6,483 1 0 1 120 6,984 2 0 2 129 7,073 2 0 2 131 ALMMBIDu p PS 30 140D 138 1.16 0.67 0.5E 051 DA 029 1mu10 16 ffWAM+odertgWwtumobeudaedadiigzvlwesepar. lremfmm Ycwtyawdfann Fbde Mdilrtyd,Audry. 30S WF a." Dina d33 T3S 6,279 2 0 2 116 6,764 2 0 2 125 6,8SO 2 0 2 127 j 05111L65pNt9pu lwaMRlaemMd 17 gMGmtadt6wAMRHMPB15,MPILPMt MMK .MM1IFM4 . 3se 95'F o.m N 0 125D 163 136 0.78 0.e 059 0.47 D34 TNA 6,468 1 0 2 120 6,967 1 0 2 129 7,056 1 0 2 131 18 Prc,ridim5mAfaavammadurweMndpmMntdGes Nna,mbMewMt PFIL PFnS,PW,MRa MRH. Narwaldna Pl. P2 P3,PFar Pi Fo.mo eco"not optio"z. az¢on_aad e_,._,. o„u"e. wBmPspan,Ieel s irlatd,o:nwhiadaml„ewol 4oe 1D4'F a." TIM 6,327 1 0 1 117 6,816 1 0 2 126 6,902 1 0 2 128 0 P7 O 140D 1n 151 0.m 0.76 D76 053 038 9 0pun wmvY pa+w TFTM 6,464 1 0 2 120 6,963 1 0 2 129 7,051 1 0 z 131 N MARIE zl Pelaeae Moue omatiFAeonpegefteelu Nor a a a 1 0+ z a 4 r a a a 1 u 1 a s a T a a a 1 • 1 a s a a a x 1 t a a 4 fi 30 530 P1 54W HENDRICKSON `s $ B N M 1050 7@ 7.74 0.98 0.D 0.76 0.64 DA9 TSVS 6,722 2 0 0 124 7,242 3 0 0 134 7334 3 0 0 136 II Ndwihhbww, dhardm„6,gmmr°hoptuw • • 8 2a Ndaaihbb.MNL,loODadRCLOdambuumNmawWiema.s:,wmeaoffiu7;aarrcaorrstnianm'v,. e 9 fl i5S 6,728 2 0 1 125 7,248 2 0 1 134 7,340 2 0 1 136 Projected LED Lumen Maintenance Per t0 Im 241 2A7 1.76 1.01 OM 0.70 051 Lic. No. 33370 24 Mux6eaidid Mdtumnmrmco,ypseddt+g ' - a a - - E• ° -'� T5M 6,711 3 0 1 124 7,229 3 0 1 134 7}21 3 0 2 136 E IMp:nlvmpimm6epdfrlwah PMt PFIisxPFmrpd,m Sw Cnmdnpen T"Meanpaora. a e z a 8 Rao refea�tM Imad pefaniaww pmjeaaeforda plmfona mood ins PIO M 530 106 0.90 ILV 0.47 0.43 0.33 027 TSW 61697 3 0 z 123 7,182 3 0 1 133 7,173 3 0 2 135 A 08123/2021 26 Fonwda wea3ypymWeMnpale§dilmuenhM7r@dw,Mtwma&e0a nuapo '(' aAC owBiwIt. hied or 10.0a hou,s 9 LED ousting Denied Perl6NA LM-MOS and Di_ 5,299 1 0 1 98 5,709 1 0 2 1W 5,781 1 1 2 107 pmjecled pvl6NATMSI-11). AdmdOpgaFP13 n1 M 7N 137 1.15 OR 0.M 051 BID 032 rc o4 9" v 9(AequlmsL90 LED 3,943 1 0 2 73 4,248 1 0 2 79 4}Oz 1 1 2 M r'S, ('y AW aqq fi ToalcJae LLF cm the loosen ma6awwice Fxmrdix mnewmndamthe denied norther nR9Mn2 29 60 1050 2@ 134 0.99 0A7 0.7fi 0.60 0.76 R((o 3,943 1 0 2 73 4,248 1 0 1 79 4,301 1 0 2 M S,rO E� ��� aopemtighows luwFa�herl,msvxwadmadwwle m x any NAL RIM = � h = ,r = � � _ ,a ns a240 ve z a z 11a $,,In z D z 7v 8,9w 81999 z a z 128 73 3 T W 12% 231 193 1.12 0.97 DM OR 0.49 _ ' z° (u � � 4 �'d_ 0 1.a BM 2 0 2 118 923 2 D 2 127 9 2 a 2 129 TIS 8A21 2 0 2 115 4641 2 0 2 123 4751 2 0 2 125 EG5- External Glare Shield 4 _ 1 . + 4 TsvS 25•M a96 17M 8,263 2 0 2 see 49@ 2 0 2 127 9,014 I 0 2 129 N 4mM asr Trod y _ lapin ores T4M am 2 0 2 its 8,708 2 0 1 124 8,818 2 0 2 126 �I n+ 30 7@ Pat7ON TM�11 3 0 0 123 99252 3 0 0 112 91W 3 0 1 0 1 134 N441;p cs,r l am I sort 5 '- r 3 0 1 123 9,259 3 0 1 132 9,376 3 0 1 134 e a a t o+ z a a a a a, o t a a a 8 • a a t o t a a a s a a a t o t a s e 3 T55 4 O a = • +8 • pis Dimmed NI Phomkell Dwell Immp-up Resmp-alwm TSM3 0 2 122 9,236 3 0 2 132 9 3 D 2 134 n4sa 97q� Operation Time intro Time T5N 3 0 2 122 9,175 4 02 131 9,291 4 0 2 133 BIC 1 0 2 97 7,293 1 0 2 1H 7,3M 1 0 2 IOfi/4pz PIRa MRH 0i ) 'm'p p 7 Bobledi C Sam 3sa safe If2O1 0 2 TL SAU 1 tl 2 78 5,4M 1 D 2 74 •PIR1rC3Vor 3V1379B l0V (lm%) MCO1 0 2 72 5,427 1 0 2 78 5.496 1 0 2 79 g Mm1FC3V output parpM FxabldwlK Smin 3sec Smin T75 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 Tenon MountingSlipStter 4 8 rwewhenmmmenwkudatlukmdammmmL T2S 2 0 2 114 12,548 3 0 3 123 12,707 3 0 3 125 HANDHOLE ORIENTATIONa' lt a : : h A a 7 T2M 2 0 2 115 12,613 2 0 2 124 12,773 2 0 2 125 i [ ' a 2 0 2 111 12,215 3 0 3 RO 12,370 3 0 3 Rl ■ 2-378' AN IM-5190 AS3-529D A53-5290 PM-5190 A53-53211 AA34M a as - 755 z- M «- 15W ..- SIC z� 13M 11,680 2 0 1 115 12,581 2 0 2 123 12,741 2 0 2 125 ---- 1-7AP APA A5125-190 A5125-2g0 ASIIi190 ASf25-390 ASfiS330 ASRS4913 4 4 d 4 8 4 WINE i4M 11,426 2 0 3 112 12,309 2 0 3 121 12,465 2 0 3 122 4° SPA ASD5-790 AST3`r2a0 A505-290 ASD5-390 ASf35-310 AST35490 a 30 1050 P3 102W TOM 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 • a se T5VS 12,140 3 0 1 119 13,078 3 0 1 128 13,244 3 0 1 130 D g ■ Nomenclature Description Functionality Primary control device Notes US 12,150 3 0 1 119 13,089 3 0 1 128 13,29 3 0 1 130 CAMPUS m-r-m Y a a x+ a+ z a a S • a x+ o t x a a s TSM 12,119 a 0 2 119 13,056 4 0 2 128 13,221 a D 2 130 a i 4 8 TSW 1200 4 0 3 118 12,970 4 0 3 127 13134 4 0 3 129 3 FieldatljmNbkoulpu[rMke inOaletl irede me Alimthelmdntinmbem aiWNdmmK (anmbemMwahodmemuokoptiem" Mmrr,krg OpAaoll DiilingTmpmm Single 2M1M 2@9tl 3t90 3(at20 4La90 a 6 s IuminWm vAmdmtheWmdlmmng6wds ef(MFrdyninningOwlgMaulpn HLOderia neerldnelIXlads BE 91570 1 0 2 94 10,310 1 0 2 101 10,440 1 0 2 102 NcnO Wadon ld!B SWB&D Sint B6[ %d! (&D Baud PdeDn side (&D LOCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 A DrIINDMmd wre Is DMIMAS MAM DM2%S Nd39A5 I MLIA5 DM49A5 a M ' g ACCO 7,111 1 0 3 70 7b71 1 0 3 75 7,768 1 0 3 76 Handhole , , miscued islepetxlmtlymr5p750 The luminary bwirwlmtwooperate umie, Ae pies twosepamdysrimlydumiaCaeddM m' Iumimiaope'Winl allmaing far 5W50opntiml. 1nbe�d'v'tYr"� nL-ghLAIR asa am cast eOeciiealwrral ns 13435 3 0 3 107 14 3 0 3 116 1657 3 0 3 117 PROJECT NO 46423/20149 rc E t o _ 21 T25 13,421 3 0 3 107 14A58 3 0 3 116 14M1 3 0 3 117 7em arts x8 Top eel Pole D57L7 Area LYminaire-EPA ., - 4 g a Tam 13 2 0 2 1N 14,532 3 0 3 116 14,716 3 0 3 11g CHECKED BY AMH PI P dMwhhswndardtdn-tale Includes luminaim and integral mounting aunt.OtMr[coon;a,m; brackets aotMrxmasoriesam ro[ixludM in Mariana. pp loop ontmins � a 7� a ��' Twkt-IakpMm7kslxhaOLLHim Mns4&Smd'mming lndson driaq Nm6&7 13S 13Afi4 3 0 3 1M 14A74 3 0 3 113 14,25Z 3 0 3 119 PB6aPFA/ Twist-ladkphma7lremptlde furdMkmdapo WUlluvtbm 4sipsmal nodes aadmnadrommlmdasdhaNOAA( area inolk lomiN:e 115"far auminum Dies < ¢ tlm 0-1@dam A pPd 13M 13A57 2 0 Z 1N 14A97 2 0 2 116 14An 2 D 3 117 .75 -factherpoletypu a 4 iw_ a iw p+aade 9 Tell 13165 2 0 3 105 14192 2 a 3 113 1@ 2 0 3 115 DATE 02/0$/2021 4 Itt0 � 4 � � 3O 30 1250 N RSW TOM 13,449 2 0 3 ice RAM 2 0 3 116 14,672 2 0 3 117 1.325' MMmngType Fm aim Y ■�■ lighting!lighting!MMwnne wkhln"W$wb"LPIRbr mmfmimdmwhennoca paniadenatd. AmityComdsSBGR MmmMiewhh MM1FOVwhmtheawm T5V5 13987 4 0 1 112 15 4 0 1 121 15,259 4 0 1 122 2e59' � B1S mauMinFMHmr15 A- mamig pMmtcllwusredkrdld-tndwmrpNaiiw. T55 13,999 3 0 1 112 15AM 3 0 1 121 15,271 3 0 1 122 OS%1 LLD 1A13 1A1S 1.915 3A39 28m 3U49 T51( 13,98 4 a 3 112 15Al2 4 0 2 120 151233 4 0 2 122 Mdimadindieut lijnsmsbgwith gmuprespms TSW 13,872 4 0 3 ill 14,9H 4 0 3 120 151133 4 0 3 127 MIDUR2 MNIN nUgMNAwwMedlumlydmmrmotlunserdry Yhdukddimmingwilhmorwrrse+IMrMw-ridewben rdigMAirdO6R nUgMAfterMrson be programmed admmmMwd It[ 11,@7 1 0 3 all llBn 1 a 2 95 12)w 1 0 1 96 pholove and w were, uuniotion, wida6l rrwnaxdmma ,lit 6umthe9mundmirg0e0MRdy Pmapp .,., _____ -_= 3 rig (aPpx"- LMD km 1 0 3 66 SA39 1 0 3 71 U51 1 0 3 72 SPA M 2-Idr 2-7A1' 3S 3.S' 3' 3S ROD 1 0 3 66 B 1 0 3 77 51 1 0 3 72 AM n 2-7W 2-7/B' 35" 3.5" 3' 35 T75 14,679 3 0 3 106 15,014 3 0 3 115 16,011 3 0 3 116 SPIIMM IS 2-7/r I 3' 4' I P 3S Y T25 14,664 3 0 3 106 15,797 3 0 3 114 15,997 3 0 3 116 RM 14,739 3 0 3 107 15,878 1 3 0 3 115 16,079 3 0 3 117 APUMBA as I 2-71a° 1 33- 1 5' S'1 35- 1 5' I T,c I ,,,,a , " , ,", ,,,,, , n I,., ,,,,, 30 1 1400 1 PS I 138W ' One Uthonia + Cis Georgia n 8) • DSX1-LED !f Dui LHG DSX1-LED DSX1-LED . !./775/QN/A Way Conyers, Ge m30012+Phone: 1d067(IS-SERV 37 www3ithnniamm . J./lf/QN/A One Uthonia Way Corryerx, Georgia 3W72 •Phone: 1�0670SSERV ,137� • www.liiharis.mm . L/nr/Q/l///f One Uthonia Way • Caryxx, Georgia 3W72 •Phone: 1�0670SSERV p378) • www.lithnnia.mm . L/n&JQ/l//,q One Uthnnia Way • Conyers, Georgia 30012 +Phone: 1�0670SSERV (/378) • www.lithnninmm ""lifffiv 02011-20m Amity Brands Lighting, Inc All rights nanened. Rev.11/1d/20 "0/075NG 02711-IDX1 Away Brands Lighting, Inc All rights reserved. Rev.11/1&M LW075Nif 02011-2DM Amity Brands Lighting, Inc All rights reserved. Rev. 11Afd27 _ LAMFilP G 02011-220 Amity Brands Lighting, Inc. All rights "served. Rev. 11/1rd20 COMMERCIAL OUrDOOR Paget of COMMERCIAL OUTDOOR Page 3oFB COMMERCIAL OUTDOOR Page 4oFB CIALOUrDOOR Page 5oF8 FEATURES & SPECIFICATIONS INTENDED USE nUGHT AIR CONTROLS The sleek design of the D-Series Size 1 reflects the embedded high perfomranm The DSX1 LED area luminaire is also available with nLight® AIR for the ultimate ID ISSUE NAME DATE LED technology. It is ideal for many commercial and municipal applications, such as in wireless conhvl. This powerful controls platform provides out -of -the -box basic 1 FSP COMMENTS 05/04A parking lots, plazas, campuses, and streemcopes. motion sensing and photocantrol functionality and is suitable for mounting 2 FSP COMMENTS 08/23/' CONSTRUCTION heights up to 40 feet Once commissioned using a smartphone and the easy -to - Single -piece dtecast aluminum housing has integral heat sink fins to optimize use CLAIRIY app. nLight AIR equipped luminaries can be grouped, resulting thermal management through conductive and mnvective mooing. Modular in motion sensor and photocell group response without the need for additional design allows for ease of maintenance and future light engine upgrades. The LED equipment. Scheduled dimming with motion sensor override pin be achieved driven are mounted in direct contact with the casting to promote low operating when used with the nLight Eclypsea. Additional information about nLight Air can temperature and long life. Housing is completely sealed against moisture and be found here. environmental contaminants (IP65). Low EPA 0.01 fM for optimized pole wind INSTALLATION loading. Induced mounting block and integral arm facilitate quick and easy installation. FINISH Stainless steel bolts fasten the mounting block securely to poles and walls, Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset enabling the D-Series Size 1 to withstand up to a 3.0 G vibration load rating per powder mat finish that provides superior resistance to mansion and weathering. ANSI C736.31. The D-Series Size l utilizes the AERISoa series pole drilling pattern A tightly controlled mmulti-stage prorxam ensures a minimum 3 mils ttidcnes:s for (template AB). NEMA photocontml receptacle am also available. a finish that can withstand extreme. climate. changes without cracking or peeling. LISTINGS Available in both textured and non -textured finishes. UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. OPTICS Rated for AO'C minimum ambient. U.S. Patent No. D672A92 S. International Precision -molded proprietary acrylic lenses are engineered for superior area patent pending. lighting distribution, uniformity, and pole spacing. Light engines are available in DesignLights ConsortiumO (DLQ Premium qualified product and DLC qualified standard 3UC10 K, 4OW K and 5000 K (70 CRU mnfiigurations. The D-Series Size 1 product. Not al I versions of this product may be DLC Premium qualified or DLC has zero uptight and qualifies as a Nighttime Friendly'' product, meaning it is qualified. Please check the DLC Qualified Products List at www.designlights.org7 mnsistant with the LEEDe and Green Globes're criteria for eliminating wasteful OPL to confirm which versions are qualified. uplight. Intemational DarkSkyAssociation IDA) Fixture Seal of y ( Approval (SA) is ELECTRICAL available for all produces on this page utilizing 3000K color temperature only. Light engine configurations consist of high -efficacy LEDs mounted to metal- WARRANTY are circuit boards to maximize heat dissipation and pmmote long life (up to 5-year limited warranty. Complete warranty terms looted at: L85/100,000 hours at 25'C). Class 1 electronic drivers are designed to have a wv'vvvaalitybmnds.mm/support/customer-support/terms -and-conditions power factor>90%, THD c20%, and an expected life of 100,0IX7 hours with <1% LIGHT FIXTURE d failure rate. Easily serviceable 10kV surge protection device meets a minimum Wotax Actual performance may differ as a result of end -user environment and rn Category C Low operation (per ANSVIEEE C62A1.2). application. CUT SHEETS SO4 c) STANDARD CONTROLS All values are design or typical values, measured under laboratory conditions at to The DSXI LED area luminaire has a number of control options. DSX Size 1, 25'C_ comes standard with 0-10V dimming drivers. Dusk to dawn controls can be Specifications subjett to change without notim. utilized via optional NEMA twist lock photocell receptacles. Integrated motion N sensors with on -board photocells feature feldadjustable programing and are N suitable for mounting heights up to 30 feet W N E 1 3 '. �,QNA4 One Uthonia Way • Conyers, Georgia 30012 • Phone:1-8W-70SSERV V37M • www.lithaticMm DS%1 LEO Z L/is'eltJMAW 02011-2020 Amaty Bonds Lighting, Inc All rights reserved. Rev. 11/16/20 ■ O PageBarB COMMEROCALOUTDOOR W Z Z_ K 0_