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HomeMy WebLinkAboutSDP201900070 Plan - Revision Minor Amendment 2020-04-221 DRAWING INDEX 6 3 rd 9 0•.0 _2" Dewberry" GENERAL T1.01 COVER SHEET CIVIL E C0.01 GENERAL NOTES CO.03 ZONING DETAILS C1.01—C1.05 EXISTING SITE CONDITIONS C2.01—C2.04 DEMOLITION PLAN C3.01—C3.05 SITE AND UTILITY PLAN PH I C3.06—C3.10 SITE AND UTILITY PLAN PH II C3.11—C3.15 GRADING PLAN PH C3.16—C3.20 GRADING PLAN PH II C3.21 ACCESSIBILITY C3.22 SITE PLAN REVISIONS PH C3.23 SITE PLAN REVISIONS PH II C4.01—C4.02 WATER LINE PLAN & PROFILE C4.03 SANITARY SEWER PLAN & PROFILE C4.04 GAS LINE PLAN & PROFILE C4.05—C4.08 STORM SEWER PROFILES C4.09—C4.10 SIGHT DISTANCE PLAN & PROFILES C5.02—05.08 CONSTRUCTION DETAILS C6.07 STORM SEWER CALCULATIONS C7.01 FIRE FLOW HYDRAULIC MODEL LANDSCAPE L1 PLANTING PLAN PHASE 1 D L2 PLANTING SCHEDULE PHASE 1 L3 PLANTING PLAN PHASE 2 L4 PLANTING SCHEDULE PHASE 2 L5 PLANTING DETAILS L6 LANDSCAPE DETAILS C LIGHTING LT-101-102 TENNIS CENTER LIGHTING LAYOUT LT-500-503 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS LTA-100 PHASE 2 TENNIS CENTER LIGHTING SCHEDULES AND GENERAL NOTES LTA-101 PHASE 2 TENNIS CENTER LIGHTING LAYOUT LTA-300-301 PHASE 2 TENNIS CENTER EXTERIOR LIGHTING CALCULATIONS LTA 302-303 PHASE 2 TENNIS CENTER SPORTS LIGHTING CALCULATIONS LTA-400 PHASE 2 TENNIS CENTER EXTERIOR LIGHTING ELEVATIONS LTA-500-503 PHASE 2 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PROJ ECT ZO N I N G DATA TAX MAP/PARCEL ID: 75-63; 59D2-1-15 ALBEMARLE COUNTY ZONING CLASSIFICATION: R1 RESIDENTIAL; HIGHWAY COMMERCIAL ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED ZONING OVERLAY DISTRICTS — AIRPORT IMPACT AREA AND STEEP SLOPES — MANAGED SPECIAL USE PERMIT: SP201700032 — SEE SHEET C0.03 CODES VIRGINIA UNIFORM STATEWIDE BUILDING CODE — 2015 DEPARTMENT OF ENVIRONMENTAL QUALITY B VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK — 1992 NATIONAL ELECTRICAL CODE — 2011 ANSI A117.1 — 2009 LOCATION MAP SCALE: NITS SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 UNIVERSITY OF VIRGINIA FOUNDATION Phone: 804.290.7957 .7928 www de be0rry.com TENNIS FACILITYAND PARKING LOT EXPANSION ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT (SDP201900070) CONTACTS OWNER: University of Virginia Foundation OWNER'S REPRESENTATIVE: Nat Perkins Real Estate Project Manager Golf Course Drive PH. (434) 982-5304 nperkins©uvafoundation.com VICINITY MAP ENGINEER: Dewberry Engineers Inc. Cameron Palmore, P.E., L.S. 4805 Lake Brook Drive Glen Allen, Virginia 23060 PH. 804.205.3356 FAX 804.290.7928 cpalmore@dewberry.com SCALE: 1 " = 250' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT Z W 0 Z W Q Z W W U) O Z 2 *` 0 SEAL r 0 s F ON PALMO E Lic. No. 0402035275 KEY PLAN SCALE Ill J J_ C0 w 0 J a U 0' 250' 500' HORIZONTAL SCALE 1 " = 250' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE COVER SHEET DEI PROJECT NO: 50100451 SHEET NO. T1.01 1 2 2 9 GENERAL NOTES ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ALL OF WHICH WILL BE AT NO ADDITIONAL COST 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE EROSION AND SEDIMENT CONTROL REGULATIONS. E RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND WALLS. REPLACEMENT OF 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL ENGINEER. PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. PRIOR TO CONSTRUCTION. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. EXISTING CONDITIONS MAPPING: 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. A. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED APRIL 2017. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. SHALL BE MADE IMMEDIATELY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION AND UTILITY OWNER. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 9. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 10. CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN SCREEN, OR CONSTRUCTION SAFETY FENCE AS SHOWN ON THE DRAWING. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 11. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. D 12. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO 13. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC CONSTRUCTION. STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 14. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 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 15. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE 16. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN DEPARTMENT. MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 17. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2019 TO APRIL 14TH, 2020. IF THE CONTRACTOR INSPECTOR. WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE DURATION OF THE PROJECT. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL 18. CONTRACTOR SHALL LOCATE ALL PRIVATELY OWNED UTILITIES PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED T0, FDC LINES, WATER BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT LINES, IRRIGATION, SITE LIGHTING, ROOF DOWNSPOUT DRAINAGE, FOUNDATION DRAINS, ETC. 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY 19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE THE BUILDING DEPARTMENT. COUNTY EROSION CONTROL INSPECTOR. 20. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE 21. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND A STAMPED ENGINEERED DESIGN ALSO. OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 22. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT C THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 23. ADDRESS ACCESSIBILITY REQUIREMENTS IN CONJUNCTION WITH CHAPTER 11 OF THE VCC AND ANSI A117.1. INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PLANT PROTECTION PROTECTION ORDINANCE SECTION 17-204G) 22• PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY ACSA GENERAL WATER AND SEWER CONDITIONS TRENCHING SHALL NOT BE LOCATED CLOSER THAN 1'-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. TREES TO BE PROTECTED. 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. GENERAL DEMOLITION NOTES 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. 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION 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 B OPERATIONS. 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. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. DEBRIS AT ALL TIMES. 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). 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 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 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. 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 PARKING SCHEDULE 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 EXISTING PARKING: 141 SPACES (2 HANDICAP) DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR PROPOSED PARKING: 204 SPACES (8 HANDICAP) 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. THE PROJECT WILL INCREASE THE NUMBER OF SPACES ON SITE TO ADEQUATELY ACCOMMODATE THE PROPOSED DEVELOPMENT IN ACCORDANCE WITH THE CURRENT PARKING MASTER PLAN FOR THE BOAR'S HEAD/BIRD CREEK PROPERTY. TRASH AND RECYCLE BUILDING SCHEDULE 1. A DESIGNATED DUMPSTER AREA IS NOT NEEDED AND ALL WASTE MATERIAL SHALL BE COLLECTED BY STAFF FROM THE BOAR'S HEAD SPORTS CLUB AND TRANSPORTED TO A CENTRALIZED COLLECTION POINT. TENNIS PAVILION: SUPPORT BUILDING: /q TOTAL SQUARE FOOTAGE: 11,667 GSF (6,958 FIRST FLOOR, 4,709 SECOND FLOOR) TOTAL SQUARE FOOTAGE: 1,067 SF CUT &FILL NOTES BUILDING HEIGHT: 31'-5" 1. DUE TO THE EXTENSIVE PROPOSED CUT AND FILL WORK, THE WASTE AREAS HAVE BEEN ENSURED TO HANDLE THE VOLUME. PLEASE SEE LIGHTING ADJACENT UVAF GOLF COURSE PLAN FOR AREAS OF HANDLING. 2. PROPOSED CUT: 53,304 CY* EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND PROPOSED FILL: 5,791 CY* SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE PROPOSED NET: 47,513 CY [CUT]* SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. *CUT & FILL VOLUMES ARE ESTIMATES AND NOT MEANT FOR CONSTRUCTION OR PRICING PURPOSES. LEGEND ® SANITARY CLEANOUT LIGHT POLE wM WATER METER © WATER MANHOLE ® WATER VALVE WL EXISTING WATERLINE WV ® EXISTING WATER VALVE - UGE UNDERGROUND ELECTRIC LINE G EXISTING GAS LINE SS SANITARY SEWER LINE SD STORM SEWER LINE EXISTING STORM INLET UGT UNDERGROUND TELEPHONE LINE - UGW UNDERGROUND WATER LINE - - - - - - - - - - - = INDEX CONTOUR -------- - - - - -- INTERMEDIATE CONTOUR EXISTING TREELINE EXISTING TREE EXISTING MANAGED SLOPES VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.02 CONSTRUCTION ENTRANCE N�m 3.05 SILT FENCE QX X 3.07 INLET PROTECTION I P(a 3.09 TEMPORARY DIVERSION DIKE 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING O 3.32 PERMANENT SEEDING 3.35 MULCHING 3.36 SOIL STABILIZATION BLANKETS AND MATTING 3.38 TREE PRESERVATION & PROTECTION � Tp-TP- 3.39 DUST CONTROL 8' HIGH CHAIN LINK CONSTRUCTION FENCE W/GREEN SCREEN PROPOSED LIMITS OF DISTURBANCE HARDSCAPE TO BE DEMOLISHED TREE TO BE DEMOLISHED "`maey y UTILITY/STRUCTURE TO BE DEMOLISHED SITE FEATURE TO BE DEMOLISHED 620 PROPOSED MAJOR CONTOUR 618 PROPOSED MINOR CONTOUR UTILITY EASEMENT UGE PROPOSED ELECTRICAL LINE W PROPOSED WATER LINE -� PROPOSED STORM LINE PROPOSED PRESSURE TREATED TIMBER CURB ------------- EXISTING PROPERTY LINE STOPPING SIGHT DISTANCE LINE UD PROPOSED FOUNDATION DRAIN PROPOSED MANHOLE p PROPOSED CLEANOUT H PROPOSED GATE VALVE O PROPOSED INDICATOR VALVE (PIV) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) f/ \� PROPOSED DRIP VALVE VAULT W� 69SP SPOT ELEVATION PROPOSED ASPHALT PAVEMENT vvvvvv vvvvvv PROPOSED OVERLAY ASPHALT PAVEMENT vvvvvv ° PROPOSED CONCRETE PAVEMENT A C BW=BOTTOM OF WALL MH=MANHOLE RIM TW=TOP OF WALL SP=SPOT EP=EDGE OF PAVEMENT SW=SIDEWALK EX=EXISTING TC=TOP OF CURB GR=GRATE BC=BOTTOM OF CURB HP=HIGH POINT FFE=FINISHED FLOOR ELEVATION RM=RIM P.T= PRESSURE TREATED r D e w b e r r no y Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com I- z CW G 0 z Q LLI z G (D_ Q � z w J J i J w O W Of a U U O z WE SEAL MA t- r Aw PALMOR.E Lic. i',1To. 002035275 � y S y��►a � zo�� M0;'fONAL g0te- ��f1ar•raa#F#a KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY TITLE ACO FC P FC P GENERAL NOTES DEI PROJECT NO: 50100451 SHEET NO. 1 1 2 1 3 1 4 1 5 I■ C SPECIAL USE (SP201700032) - SPECIAL EXCEPTION RESOLUTION TO APPROVE SPECIAL EXCEPTION i ' FOR SP 2017-32 UVA OUTDOOR TENNIS, PERMANENT CONNECTOR ROAD, AND BIRDWOOD GOLF COURSE ADDITION WHEREAS, the University of Virginia Foundation submitted an application to amend a previously - approved special use permit SP 201700023 for Tax Ma Parcel 07500-00-00-06300 to construct a new approv p p ( ) p UVA.outdoor tennis facility, to add a short course to the Birdwood Golf Course, and to allow unrestricted permanent vehicular use of a private street between Golf Course Drive on the Birdwood property and Berwick Road on the Boar's Head Sports Club property ("SP 2017-32"); and WHEREAS, the applicant also requested a special exception pursuant to County Code § 18-4.17.5 to modify County Code § 18-13.3 to increase the maximum height of athletic lighting poles from thirty-five feet to seventy feet in conjunction with SP 2017-32; and WHEREAS, on June 19, 2018, the Albemarle County Planning Commission considered the special exception request and recommended approval of the request with staff -recommended conditions. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared in conjunction with the application, and its supporting analysis, and all of the factors relevant to the special exception in Albemarle County Code §§ 18-4.75, 18-13.3, 18-33.5, and 18-33.9, the Albemarle County Board of Supervisors hereby approves the special exception to modify the requirement of County Code § 18-13.3, subject to the conditions attached hereto. * * * I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a meeting held on August 1, 2018. /7 Clerk, Board of County Supelfors Aye Nay Mr. Dill Absent _ Mr. Gallaway Y ' Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y SP-2017-00032 UVA Outdoor 'Tennis, Permanent Connector Road, and Birdwood Golf Course Addition Special Exception Conditions 1. All light fixtures used in conjunction with light poles utilizing the maximum allowable height granted by Special Exception must be full cut-off dimmable LED lights, as proposed by the applicants. 2. The full cut-off dimmable LED lights may only be used at the level of illumination required for televised nighttime play during such televised nighttime play, and the lights shall be dimmed during other times (such as evening Practices}: as proposed by the applicants. 3. The special exception shall only apply to the proposed 12 hard courts within the proposed tennis facility; any future tennis courts located in the area denoted for "Future tennis courts" on Exhibit B - Tennis Facility Detail (Concept Plan Sheet 2 of 4) shall have outdoor lighting consisting of poles which comply with the 35 foot maximum height and full cut-off luminaires, as proposed by the applicants. 4 The maximum height of the outdoor athletic lighting poles on the proposed 12 hard courts within the • g g gP P P proposed tennis facility on which the special exception applies as noted in Condition 3 shall be 70 feet. SPECIAL USE (SP201700032) APPROVAL LETTER RESOLUTION TO APPROVE SP 2017-32 UVA OUTDOOR TENNIS, PERMANENT CONNECTOR ROAD, AND BIRDWOOD GOLF COURSE ADDITION WHEREAS, the University of Virginia Foundation fled an application to amend a previously - approved special use permit (SP 201700023) for Tax Map Parcel 07500-00-00-06300 to construct a new . UVA outdoor tennis facility, to add a short course to the Birdwood Golf Course, and to allow unrestricted permanent vehicular use of a private street between Golf Course Drive on the Birdwood property and Berwick Road on the Boar's Head Sports Club property, and the application is identified as Special Use Permit 2017-00032 UVA Outdoor Tennis, Permanent Connect Road, and Birdwood Golf Course Addition ("SP 2017-32"); and WHEREAS, on June 19, 2018, after a•duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2017-32 with modified conditions; and WHEREAS, subsequent to the Planning Commission, staff worked with the applicant to modify the conditions to address the Planning Commission's concerns and to incorporate conditions that were established for previously approved special use permits; and WHEREAS, on August 1, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2017-32. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2017-32 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2017-32, subject to,the conditions attached hereto. * * * I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a meeting held on August 1, 2018. Clerk, Board of County Supe"1 04 Aye Nay Mr. Dill Absent _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y SPECIAL USE (SP201700032) APPROVAL LETTER SP 2017-32 UVA Outdoor Tennis, Permanent Connector Road, and Birdwood Golf Course Addition Conditions 1. Development of the Birdwood Property shall be in general accord with the concept plan entitled "Birdwood SP 2017-00032 Concept Plan" prepared by Elise Cruz, University of Virginia Foundation ("UVAF"), dated April 27,2018, which includes sheets 1-4 (the "Concept Plan"), attached hereto, as determined by the Director of Planning and Zoning Administrator. To be in general accord, development and use shall refleetthe following major elements shown on the Concept Plan and on each corresponding Concept Plan Detail, as noted below: A. Exhibit A - Concept Plan (Sheet I of 4): i. Locationsofstructures, improvements, and uses; ii. Limits of Golf Course, including 18-hole Golf Course, Par 3 Short Course, Practice Ground, Short Game area, and associated improvements; and iii. Location and alignment of Connector Road between Golf Course Drive and Berwick Road. B. Exhibit B -Tennis Facility Detail (Concept Plan Sheet 2 of 4): i. Location of Tennis Facility within area shown in green shading; ii. Location of future tennis courts within area outlined in a dashed oval and entitled, "Future tennis courts", and prohibition of high mast lighting in this area; and iii. Provision of ADA-compliant pedestrian infrastructure to connect Birdwood property (TMP #75-63) with neighboring Boar's Head Sports Club property (TMP #59D2-01-IS). C. Exhibit C - Golf Practice Facility Detail (Concept Plan Sheet 3 of 4): i. Building location, orientation, and mass; ii. Parking lot location; iii. Installation of new landscaping for screening purposes; iv. Retention oftreesshownforpreservation;and v. Earthen berms adjacenttothe new parking lot. D. Exhibit D - Connector Road Detail (Concept Plan Sheet 4 of 4): i. Location and alignment of Connector Road between Golf Course Drive and Berwick Road; and . ii. Pedestrian infrastructure (including sidewalks, crosswalks, and outdoor lighting) Any new construction and/or improvements at the subject property, other than the site improvements that are in general accord with the Concept Plan and with each corresponding Concept Plan Detail as determined by -the Director of Planning and Zoning Administrator, shall require an amended special use permit, except for the following: • Modifications to golfcourse layoutwithin the boundaries ofthe existing 18-holegolfcourse, and outside of the boundaries of the Birdwood Mansion "Historic Core" and "Outer Precinct" as identified in the Birdwood Landscape Site Protection and Stewardship Strategies Plan (2015); • Construction of athletic -related accessory structures or other athletic -related improvements which primarily support the use ofthe golfcourse facilities and/ortennis facilities and which occur within the general area ofthose uses. • Other minor modifications to the Concept Plan or corresponding Concept Plan Details that do nototherwise conflictwith the elements listed above maybe madeto ensure compliance with the Zoning Ordinance, as determined by the ZoningAdministrator. 2. Design and development of the improvements shown on Exhibit C - Golf Practice Facility Detail (Concept Plan Sheet 3 of 4) shall be subject to the following, as determined by the Planning Director or designee: a. Placement ofthe parking lotwithin the "bowl" created by the existing terrain in a way that minimizes grading ofthe slope tothenorthofthenew parking lotawhichistobe reservedforitsscreenin effect; b. Construction ofearthen berms adjacent to the parking lotwhich are compatible with existing topographic variation and which further reduce the visibility oftheparking lotand parkedcars from Golf Course Drive; c. Approved planting plan and planting schedule which, at minimum, include: i. New landscaping materials planted in naturalistic or informal arrangements which are consistent and compatible with the existing landscape in terms ofcharacter, density, and species; ii. Ameadow orsimilargtasslandscape alongGolfCourseDrive; and iii. The use ofn 'v lantmaterials; and atre P d. Submittal ofa conservation plan prepared by a certified arboristto preserve trees identified for preservation, includ in g the treatment ofalI ash trees (species Fraxinus) that are to be preserved for protection againstthe emerald ash borer (Agrilusplanipennis), to be used inconjunction with any required conservation checklist. Ifall reasonable alternatives for preservation have been explored, and such trees cannot be retained due to the health ofthe tree as determined by the certified arborrst, removal ma y occur. 3. Design and development of the improvements shown on Exhibit D - Connector Road Detail (Concept Plan Sheet 4 of 4) shall comply with the Special Exception (Grading Buffer Waiver) and all Special Exception Conditions approved by the Board of Supervisors on April 4, 2018, including but not limited to compliance with the requirements identified on the "Landscaping and Screening Exhibit" dated March 5, 2018. 4. Expansion or replacement of the Clubhouse is permissible, provided that all site plan, building permit, and all other applicable permit approvals are properly obtained. 5. No change in use of the Birdwood Mansion is permitted through this Special Use Permit Amendment. 6. All proposed outdoor lightingforthe property shall comply with Albemarle County Code, except as otherwise modified or waived by the Board of Supervisors through the approval of a Special Exception request (as may be applicable). Tall mastlighting (lighting that is on a pole more than 35 feet in height) shall not be permitted fortennis courts inthe area designated as "Future tennis courts" on Exhibit B - Tennis Facility Detail (Concept Plan Sheet 2 of 4), dated April 27, 2018. 7. Sound studies that demonstrate compliance with the Albemarle County Noise Ordinance, as determined bythe Zoning Administrator orher designee, shall be submitted toAlbemarle County prior tothe issuanceof a Certificate of Occupancy for the Tennis Facility. 8. Theowner's traffic consultant shall conduct signal warrant analyses fortheGolfCourse Driveand Ednam Drive intersections with U.S. Route250 to determine if volumes indicate that any modification to intersection controls should be implemented. Such analyses shall be conducted a minimum of two times (the first shall occur twelve (I 2) months after the permanent opening of the connector road, and the second shall occur twenty-four (24) months after the permanent opening of the connector road), and shall be submitted to Albemarle County for review. If any modification is indicated based on traffic volumes collected perstandard procedures ofthe Virginia Department ofTransportation ("VDOT"), the owner's consultant will prepare and submitthe requisite Signal Justification Reportevaluating alternative intersection controlto VDOT andAlbemarle County and engage in discussion about the appropriate measures, ifany, to betaken at either intersection. 9. Potential future transportation improvements: a. If the signal warrant analyses referenced in condition #8 or any subsequent additional signal warrant analyses (collectively, the "Analyses") demonstrate that any change to the traffic control type or means of access are appropriate at either the intersection of Golf Course Drive and U.S. Route 250 and/or the intersection at Ednam Drive and U.S. Route 250 (collectively, the "Transportation Improvements") prior to the date that is five (5) years after the date of the permanent opening of the Connector Road, the Foundation will pay its pro rata share toward the cost of the Transportation Improvements, which pro rata share shall be based on the Analyses (the "UVAF Contribution"). b. For purposes of calculating the monetary arnount of the UVAF Contribution, the cost of the Transportation Improvements shall be based on the cost of a new traffic signal and any modifications to the existing traffic signal (collectively, a "Signal") at the time the UVAF Contribution is requested by the County, even if the Transportation Improvement that is ultimately installed is something other than a Signal (such as a roundabout, or other alternative intersection control device that costs more than a Signal). However, in the event that the Transportation Improvement that is ultimately installed costs less than the cost of a Signal, the UVAF Contribution shall be based on the cost of the improvement ultimately installed, rather than the cost . of a Signal. c. Upon a determination by VDOT and the Albemarle County Director of Community Development that any Transportation Improvement is required pursuant to the terms of paragraph 9(a) herein, the County shall provide written notice to the Foundation (the "Notice"), of the amount of the UVAF Contribution for the Transportation Improvements. The Foundation shall have One Hundred Twenty (120) days from the date of delivery of the Notice to provide the UVAF Contribution, which may be in the form of a bond. If the Transportation Improvements have not been completed within five (5) years after the Foundation's delivery of the UVAF Contribution, the UVAF Contribution shall be returned to the Foundation. If the County has not delivered the Notice within five (5) years after the date of the permanent opening of the Connector Road, the Foundation shall be relieved of any obligation for the Transportation Improvements. 10. The owner shall continue to implement an Integrated Pest Management/Nutrient Management Plan to reduce adverse water quality impacts. It. Ingress and egress along Birdwood Drive shall continue to be restricted, to the satisfaction of the Zoning Administrator, to only those residences served by Birdwood Drive and shall not be used as an access to the Indoor Golf Practice Facility or other areas of Birdwood. 12. Use of the property must adhere to the Events Management Plan as described in Proffer #4 of ZMA201700010. 13. SP201700032 shall remain valid so Congas construction ofany one ofthe uses proposed herein is commenced on or before August 1, 2023. BIRDWOOD Sheet of SP 2017-00032 Conceptual Plan l '1 i, r, s i\ I i, ~'\ \` 4 Pa'r 3 Short Coupe t/ 1. 11 lI ' `-� f 0. / ?s t -�. -C1` ~• .N•- - -- . ; = _ s Tennis Facility �-- F f / Y f ji \, I t: ( (See`sheet 2 for detail) - - rran Al ...\ I I L! r-. •l: . 1 ' .' % t �" Posstiblf? futtire'service drive/ `�' � �� I ;'I .1� . � inter -parcel ce+meCtrsr� ; ... ' I \ , - y Birdwood t ,% 1. _.: - 1. o M si 'iii - - Zp1yi .m 04. , l' , I G25If ract+ce Facility w r �' '',f �,. , • � ... (see, sheet 3 for detail) .I /�. Y,� Birdwood ^ �' Connector Road R-1 Zoning ;I - (see sheet 4 for detail) TMP 75-63 I 1i _ r 11 ! � ,�,/ Parking tot near • y - >� Birdwood Clubhouse 11� ' e i _ I " ;t,, i �'i - t 131,10 3� J.: �M . f IF ` ' .. tj1. f` .0- rem inn I %, .. Inemiea. c'I 'a se .awwad acan i rm ,._;, 1 inch -600 feet ,13_p p Prepared by: Elise Cruz, UVA Foundation 2 1 3 4 5 Apni zt, LU Iu >' �\. _ / ); `/ l 1 l heet 2 of 4-_ Summary of Proposed Parking ` / / 1. P 0 [ions: r- ' On pF Ro@d' Option A. 1\ ,-:" t/� Zee fond�tailb. i -Tennis Courts / ❑ \ 111 +� .� ^ 1 ` , a . -75 addltbnal spaces ! 1 / (/,,`\ i i \, l 1 m \ \S . I. Op0on9(Under Construction): , J /'/. / . \ -SquashEvpansion '' // , ` DIiV,OD SR, 17l'=0003� -Un.l,- BHSC ' i -35add'Hanalspaces HCZoning - / i iG't�-i TeFac, t �q Il strati options TMP59D2-01-15 �', lir,' r / r x 4 . •South Tennis Stadium - • tr r �7, % / , I �' RB 't70,\ t, arts t8ir` \ -9l additional spaces rut ire teruoe ! \\ •\ -,\ coons e I �.�:�- �\ opnon o: / _1111I i -East Tennis Stadium J - '`' r ; I \, \\\ \ � -20 additional spaces . ,ry^ - -rt _r` f / \ '\\\ \\ _ / 1 t �1l d.. J�, \ Option E: •�\ �_ Birdwood Golf Course tut I x l l .' I \\ \ 200 proposed spaces(134 S ' ,,\•,'. I; II( \ \ \•' d : ce:1 /,' . ,� - - . \ , Ia ..xt a Il,,c �� \ i jl �., ///�/F \ � / . td r \\ RMaing l i . 1 - 75 � 1 \ \ r•t.. \\ n -- , 11 \ . \ / V ,` B \ �'1 \ , \ \ '\ t \i \: r' I \. �.1 � \ - ..1 -I'll'' I` C:'\.` (\ ,/ \- ,\ t-7. F Potea'\ 1Y e \ `� \ - `- 1r fu uY servl T• a ��'' __ afjyelinter•parce ,w- \+ «.. \ ( r �\ \' 11 ' I IV � � I \ - ��\\ \ _ � 1 --- L . \ - \ - � \. �__ , ` - - `i �r''- s:: DV `:Un a t P' Y !AN or'� a is •. , . .. ... ;.....: ^.: • \ ...., � !his 4 �, j•, g r: t, , l' \ ` f Vif Ihra.F u ati , _ :t 'e is, - till ,, bte lu�0ted within the gre hshadiid.46a'and.will in bull da rim o 12 teen arts _ 4 s►ti: \\1\ �, D C o,a Y 1re, f F T r`is �.b4srts not intended torieleYi', :play s'?td }riore wtert$iye, high rjlastjl' tin8 fortehivlsed play is of s1W . an ills are . � ':� 3 \ . \„ 1 . ``,� t AD/t-c nip ht ire trlatSconnect-, Wi0'bta:pr vidQ „ en TMP59D2-0i-l5and:TMP7 " -:/ `� _ \% 1.1 Illustrative Elements: .- \ I\ ` ,. .� , • /. �,_ I i /: ; 1. The layout and alignment o t e tenni5 courts anal tehgl$ ildl (s) are illustrative oh) and subject t , Inge. i ,.�� 2. parking options for the Ten - acility.ate i`lustrattve�only- rjtl will be prom a ecessaryr In Ina �„'����` 'on$ aseeifo sift i', this exhibit. .;�` I \' ...� i j _ '�j � •`� ro Sheet 3 of ..0"'-4�•"�-'1 Golf �Ccurse fh. _.-- - --f,,,,„.„ _ - _� c, _- --_* erto r__ -., y ___ f, - , UVA Indoor Golf Parking Upton I � Ij _ I /`_\_ I Note: Previously approved as SP 2017-00009 Prepared by: University of Virginia Foundation BIRDWOOD SP 2017-0032 April27, 2018 - - i - - Connector Road Detail °�-1 Sheet 4 of 4 1 2 _ _ - I 4. . - _ _ 1 _ 5.- 1. , `•, Dewberry, £_ _ e General location of gate. A treat Light Ifllii ..w Knox Box will be installed.11 } 1 S . tali \ Note that installation of I � •. i ;` T t 1. gate for management of 1 • , ` 11 PROP FUTURE TRAIL Ex. 4th IS, t TO B/RIVOOD`4tANSION traffic is allowed, but not i 1 required, for permanent - 1 , 1- '.,I 11111! 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No. 0402035275 • qr 1121WdZI111M1 SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C 1.02 A n r% A I- j 1���� 0 '_: Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O zz ::)Y O� aao zo- L.LJw OV LL w z >z z� z W r) z CW G Q z L.L W U) O z 2 01 Z_ CD LLI J J_ W r— O a U SEAL a F.!3RNO" s` PALMORE Lic. No. 0402035275 SVOL T -° 1121WdZI111M1 SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C1.03 A r% r% A r j 10�� 0 1'e;_:� D e w b e r r y Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O zz ::)Y O� aao zo- L.LJw OV LL w z >z z� z W r) z CW G Q z L.L W U) O z 2 01 Z_ CD LLI J J_ W r— O a U SEAL a F.!3RNO" s` PALMORE Lic. No. 0402035275 SVOL T -° 1121WdZI111M1 SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C 1.04 A n n A I- j 1���� 0 f_: Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O zz ::)Y O� aao zo- L.LJw OV LL w z >z z� z W r) z CW G Q z L.L W U) O z 2 01 Z_ CD LLI J J_ W r— O a U SEAL a F.!3RNO" s` PALMORE Lic. No. 0402035275 SVOL T -° 1121WdZI111M1 SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C1.05 A e% r% A r j Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- z W 2 0 z CW G z J n w U) O z 2 04 SEAL c Fs 2 ' PALMORE 41 Lic. No. 0402035275 a Ar 1� 1 l�s�� r��*//fit �� 44,644444 4��'`*� 3 or NA1.� SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2m01 A r% n A r Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- z W 2 0 z CW G z J n w U) O z 2 04 SEAL fill "4 0 0 0 "s i F. ON PALMOR.E Lic. No. 0402035275 • qr SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2mO2 A e% n A r j Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z� z W 2 0 z CW G z J n w U) O z 2 04 SEAL i � r _ M ON ORE Lic. No. 0402035175 • qr SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2mO3 A e% f% A r Dewberry' j Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �0 V Z Z z ' W r) O� H Q Z Q Z W Z Z C) LD > � Z U) Z ZLd LL Q W o LL J X LJJ Q _ O — U � " LL (n (n W z >Z Z Iw- jf_ X 1 s RO PALMORE Lic. Nn. 040203S27S,;rDZo 40 M 0' 20' 40' HORIZONTAL SCALE 1" = 20' 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY AUU APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 C2004 1 12 3 4 5 Rd \ 1-1/ \N DENSE TREES Dewberr Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 E + \\� \\ \\ V / \ ( ( ` / / / Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804.290.7928 o + • / / + www.dewberry.com 01 NA �i s liSHEET C3.02 BOAR'S HEAD S f McARTHUR SQUASH 5610 :�5.\ ... 8' VERMAL a / SHEET C3.04 lb \:v Q�h�QQ��o������ 4 5' m?M r, L PVCpIPE - \ UNDER GRAIN PIPING V 0 z z z - w w LD > lie / / _� �\� \ \ \ \ 1 Q z Q U) / + / \ / / / / \\ \ \ \ \ \ TMP 75 63 / n r- / I \ / o \ \' \ \ \ UNIVERSITY OF VIRGI IA FOUNDATION / 1 / ` 62 PG. -574 577 PLAT � d\\ \\ \ \ \ \ l ( D.B. 46 (PLAT) X �J„� � / D.8. 2933, PG. 80, 85 (PLAT) J Q D.B. 2 12, PG. 325 w ~ 2 BOARS HEAD SPORTS U / — % / �� \\ \ \ \ \ > PG. 271/ / / ��- �\ \\ \ \ I D.B. 1 55, O COC%� D.B. 7 0, PG. 372 D.B. 453, PG. 85 (PLAT) "BIRDWOOD GOLF COURSE" 544. t ACRES O \ I 1 1 z SQUASH W T I / \\ \ \ \ \ I /`� i I I\ \ \\ ( J I 5610 �� • / iVE�SITY (�F� I IN A F U A \ � �-- I 1 / \ \\ \ \ \ ) � \ 1 z / 44V PG 3, PG. 8 5 / I /�\ z � D.. 2712, �7\ 3 / D. 1055, G. 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No. 0402035175 . qr 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3mO2 1 2 I STAI S BY OTHERS ® 6'it6/TAPPIW-F[V : V)1LHf1T C3.04 p SE ARCHITECTURAL % — �� 5 6"x6" TEE, 8" 6" R YCER, 6" GATE 'T _ DES N PACKAGE) 4 V AI RE DRANT ASSEMBII sT I \ c� ING ACSA 6" DI i I \ + \ \ \ \ ST I � / -� I BY OTHERS sT 4 \ I TEI LINE. SHU 0 TO BE I v I \ \ O FURAL O 6" SLOT DRAIN, �_ \ `� ORDINATED1 WI OW EN & ACS/ v v \ ;E) 0.5% SLOPE c I I / G�� \ L H PURB WIPEDOWN CURB v v v + Sl P BAR & O \ \ BEGIN & \END v v v v STOSI > \ 6" HDPE, 0.5% SLOPE v v v v v CURB STOPS &\ vvvvvv \+ \ E A C IV 1 / ` NDICAP PARKING \ O \ 4 IS-Ta16 ������\\ \/4 \\GIG GE(TYP\OF2) \ �\ vvvvvvvv \ ( + \ sT \ \ 0 HERS LAG\ CURB 4 / �vvvvvvv \ \ O \ II � vvvvvvv \\ \ \ SCORE 0 RD Q ING FOOTPRINT. 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No. 0402035175 . qrONWOC 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3004 w n n A r j 1���� 0 '_:1 D e w b e r r y Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O zz ::)Y O� aao zo- L.LJw OV LL w z >z z� z W r) z CW G Q z L.L W U) O z 2 01 Z_ CD LLI J J_ W r— O a U SEAL a F.!3RNO" s` PALMORE Lic. No. 0402035275 SVOL T -° 1121WdZI111M1 SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3005 1 12 3PW 4 5 q \ \ DENSE TREES t Dewberr DIEN ,RE� , / Dewberry Engineers Inc. l4805 Lake Brook Drive, Suite 200 E / Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804.290.7928 +� www.dewberry.com DI O FIA li SHEET C3.07 BOAR'S HEAD S SHEET C3.09 Op`ti�0 O• WARTHUR SQUASH CE 5610 A 8' VERllr, PVC P/P6 6" VERTICAL PVC PIPE ` \ / UNDER GRAIN PoP/NG V %A WDD. ZZ Z LU LL Q zLU < Ld 09 0 UNIVERSITY OF VljRGIA FOUNDATION 0 LIJ PG. 271 BOA � �.s HEAD '�0U Pa � COURSE � :SQUASH wZ�o � 5610 B WOO= COURSE" ID SEAL F. 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No. 0402035275 • qr I:/: k7dN111 I SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3007 1 2 3 4 5 STAI S BY OTHERS i - CA TAPPII V7 HV , C3.09 SE ARCHITECTURAL — —� "� `, � 5 ! �� \ � I —. D �\ 6�� x6�� TEE 8 6 R YCER, 6 GAME I I \ DES N PACKAGE) 4 ` V AI RE DRANT ASSEMB ING ACSA 6" DI I I + \ \ \ \ BY OTHERS T \ I TER/ LINE. SHU 0 TO BE I v I \ \ O URAL 0 \ `� ORDINATE D WI OW EIS & ACS \ \ 1 vv �\ \ E) 0.5%LOSLOPEAIN, �_ I I / G� \ ' WIPEDOWN CURB v v v + Sl P BAR & p c � � � � � � \ L H CURB \ BEGIN & \END v v v v STOokSI > \ I 6 HDPE, 0.5% SL PE J I I /_ o \ D CURB STOPS & \ E I •J �. ll l I NDICAP PARKING' SIG GE (TYP / '��/ • G CUR� 1.1 • �. I, ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ v US�OREt;jotD �*(AIING FOOTPRINT.ill FOYR Nips /& TOR ENGINEERS AWIN S C REBOA� FOOTING DESIGN CG4? 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No. 0402035275 � I©rIAL f�� Qk�*�w -� KEY PLAN ENSE / DENSE THE O C� �o �C� PAKh SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2107120 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH II i DEI PROJECT NO: 50100451 \ SHEET NO. C3mO8 A e% A A r Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z� SEAL SCALE z W 2 0 z CW G z J n w O z 2 04 v "s r M F. 0N PALMORE Lie. No. 0402035275 � 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3009 A r% f% A r j Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O zz ::)Y O� aao zo- L.LJw OV LL w z >z z� z W r) z CW G Q z L.L W U) O z 2 01 Z_ CD LLI J J_ W r— O a U SEAL a F.!3RNO" s` PALMORE Lic. No. 0402035275 SVOL T -° 1121WdZI111M1 SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3m10 A r% r% A r j Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O V ) z ^Q n X W z CW G z CW G Q z J a_ w O z C G 04 U LLI J J U) w O Q U SEAL t #� �0 s � � x F. ON PALMOR 41 #Lic. No. 0402035275' .o,. lk SCALE 0' 50' 100' HORIZONTAL SCALE 1 " = 50' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY TITLE OVERALL GRADING PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C301 1 A e% A A r j Piti �� D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- z W 2 0 z CW G z J n w U) O z 2 04 SEAL �fill "4 0 0 t "s i F. ON PALMOR.E Lic. No. 0402035275 • qr SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3012 A A r% A r +.,:1 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O 00 zz ::) Y O0� aao zo- �aQ L.LJw OV LL w Z >z -w z� SEAL IMMI11M SCALE z w 0 z w Q z L.L w U) O z F. R� N PALMORE Lic. No. 8402035275&,For/- 21 z L J J_ W r— O a U 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3013 A e% n A r j Piti �� D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- z W 2 0 Z Q CW z G U_ LLI z Q > J w O w Q U O z SEAL, !YRO #XF.+ PALMORE 2 Lic. No.(f44D3317S, *�+► ZO N : L�'��� I:/: k7dN111 I SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3m14 A r% A A r j Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z� SEAL SCALE z W 2 0 Z Q CW z G U_ LLI z Q > J w O w Q U O z v "s r M F. ON PALMORE Lie. No. 0402035275 � "OtOSO �©NAL 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3015 A r% r% A r j Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O V ) z ^Q n X W z CW G z CW G Q z J a_ w O z C G SEAL �� #� �0 s F. RO pTv ORE ,, Lic. No. 0401 '35275 W 40 IW SCALE 04 U LLI J J U) w O Q U 0' 50' 100' HORIZONTAL SCALE 1 " = 50' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY TITLE OVERALL GRADING PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3016 A e% /1 A r j 4 its, �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- z W 2 0 z CW G z J n w U) O z 2 04 SEAL i � r _ M ON ORE Lic. No. 0402035175 • qr SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3017 A A r% A r +.,:1 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O 00 zz ::) Y O0� aao zo- �aQ L.LJw OV LL w Z >z -w z� SEAL IMMI11M SCALE z w 0 z w Q z L.L w U) O z F. R� N PALMORE Lic. No. 8402035275&,For/- 21 z L J J_ W r— O a U 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3018 A e% A A r j Piti �� D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- SEAL SCALE z W 2 0 z CW G z J n w U) O z 2 04 v "s r M F. ON PALMORE Lie. No. 0402035275 � 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3m19 A r% A A r j Piti �� D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z� SEAL SCALE z W 2 0 z CW G z J n w U) O z 2 04 v "s r M F. ON PALMORE Lie. No. 0402035275 � 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3020 A r% r% A r j Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O zz DY O0� LLQ zo �z �a L.L J OU LL z >z -w z �- z O V ) z ^Q n X W z CW G z CW G Q z J a_ w O z C G 04 U LLI J J U) w O Q U SEAL t #� �0 s � � x F. ON PALMOR 41 #Lic. No. 0402035275' .o,. lk I:lWdNWi\0I SCALE 0' 50' 100' HORIZONTAL SCALE 1 " = 50' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY TITLE ACCESSIBILITY DEI PROJECT NO: 50100451 SHEET NO. C3021 D. 1055, G. N I / \ \\\ MOVED PAVILION BUILDING, EXHIBITION \ D.B. 750, P 3 I I I \ '� \ COURT, SOUTH STANDS, AGILITY \ \ T) II \ I \ COURT & MUSCO SPORTS LIGHTING \ 1 \ SEAL����#� �� r TO PHASE II PLAN. / p 567 570 III I III \ \ ADDED SUPPORT BUILDING. \ \ \ - 6,� \ \\\\ \\ I I I ( \ REDESIGNED PLAZA & LANDSCAPING. \\ \ \ °\ \ \ Q F. \� / �y- \ \ 1 \� I -\ ' \ • REMOVED PARKING LOT REDESIGN. ` \� \ \ : Udw MUM -6.51 \ \ \ \\\\\\ \ \ ADDED MAINTENANCE & IMPROVEMENTS TO EXISTING GOLF PARKING LOT. #46 \ \ \ \ \ : Lic. No. 0402035275 SHIFTED CONCRETE PATH &GRADING. \ �� REDUCED LENGTH OF ACSA WATER ''z \ \ \ �� \ \\ \ ''. o \ \ \ _ \ ` �— s� `s LINE RELOCATION. l° / \ \\\ / REROUTED ELECTRIC. REVISED SITE LIGHTING. \ \ \� \\\\ ��� \\\ KEY PLAN D \ McARTHUR SQUASH CEN 5610 EAR E�SRMTS. /1 � \ "Nam SCALE [Ilk If 9 0' 50 100 � \ ` - \ \ \ + / 1 / HORIZONTAL SCALE mr pe:v— REVISIONS \ 1 � B• \\� 549 \_ � � car \ \ \ \ � \ \\ J ,i-Q / ��/ /' \ LOW POINT 527.0• / 1 �-RR \ 549 550 551 � I D 0 2 3 4 5 \ DENSE TREES Dewberry' Dewberry Engineers Inc. % 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 E a9 wdewberry 28 ww c m w \� - �'���DT O > Ld Uj / + / \ / / / / / \\ \ \ \ \ \ \ c TMP 75--63 UNIVERSITY OF VIRGI IA FOUNDATION D.B. 4662, PG. �74, 577 (PLAT) w 4�. D.B. 2933, PG. 80, 85 (PLAT) / LL J Q D.B. 212, PG. 325 ~ 2 / �/ \\ \ \ \ \ I W PG. 271 U `�O BOA R S HEAD SPOR TS U f I / �\ \\\ \ \ I D.B. 1�55, p � D.B. 750, PG. 372 U D.B. 453, PG. 85 (PLAT)„ u/ \ \\ \ \ \ I "BIRDWOOD GOLF COURSE ~ 544.0t ACRES LL O N"M McARTHUR SQUASH C E / � j T Z / iVESITY (�F� I IN A F U A I / \ \ \\ \ \ \ Z 5610 �'^� ' ��� //� \ 1 3, PG. 8 �5 � \ \ \ I ( \ KO \ - \ \ NOTE REVISIONS TO APPROVED SITE PLAN \ \ Z LU D.B. 293N / D.. 2712, G� 3� \ \ \ SDP201900002: \ BOAR'S HEAD SPO 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description \ \\ o 1 552 \ /6 T 550 � \ D o 0 0�o sro DRAWN BY ACO \ )I\\\\ =\ B. APPROVED BY FCP FC P / ( \ \ 54 \ CHECKED BY \\ 3 /\\13,13. G. 85\ (PLAT) \\ \ 5 �o� \ \ \ \ \ •�Oy�F l 1 \ —535oErsE I <\ \ 1 DENSE TR I I I I TITLE \ \\ \ % \ I I E SITE PLAN \ �\\ 1 0 STORY MAINTENANCE \ � / \ 1 REVISIONS PH —A1 1 I BUILDING � / � NOTDEN- \ I �� �\ \ .• \\\ \\ \ J / I I 3 .24 �j// / I \ \ \ \ \ I \ \ \ �� / OUi a' nY• = 35' p \\ l / (I I \ \ t \ ✓ / M / ( PIPE C' �� INV. IN=533.50 �� I INV. IN=52'; (OUTLET NOT of v "m� D.B. 05197 M 0977-DONS +97 T7- / C \ DEI PROJECT NO: 50100451 \\ \ \ \ \\ i DENSE OF INIA FOUNDATN / \ SHEET NO. 6 , G. 574, 77 (PINT) \ Q—C�33, PG. 80, 85 D.. (P + D.2712, G. / W MANAGMENT r i STORY MNENANCE D.B. 197 POOe-Des BUILDING 750. �l / / � � ✓�� / J 22 ■ tRD. V'D 453B W r ii�� 2 3 4 5 Dewberry' Dewberry Engineers Inc. % 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 E a9 ww dewberry 28 wcom \ 1 Of DT o 2E> Ld z> QU) / + / \ / / / / / \\ \ \ \ \ \ c TMP �63 \ / o\ UNIVERSITY OF VIIA FOUNDATION1> 0-D.B. 4662PG. , 577 (PLAT) w D.B. 2933, PG. 80, 85 (PLAT) / LL - Q D.B. 2�12, PG. 325 W ~ 2 BOAR'S HEAD SPORTS U /f D.B. 1�55, PG. 271 U O D.B. 750, PG. 372 U D.B. 453, PG. 85 (PLAT)„ "BIRDWOOD GOLF COURSE 544.0t ACRES L O McARTHUR SQUASH C E / �T / I I / / / �� \\ \\ \ \ \ \ \ \ I ILUZ 5610+� / iVESITY (�F� I R91N A F U A \ , PG. , 7 LA / \ \ Uj / ID.B.2933, PG. 8 5k \\\\ \\\ \\\ • 1 \ \1 1 \ \I \ \ Z V D. 2712, G�3\ NOTE REVISIONS TO APPROVED SITE PLAN 5G. SDP201900002:D. 105 DB.750, MOVED PAVILION BUILDING EXHIBITION \ COURT, SOUTH STANDS, AGILITY \ \ T) II \ I \ COURT & MUSCO SPORTS LIGHTING \ 1 \ SEALw1#� �0 r 5�5 / 67 570 I 111� \ I I \ \\ \ TO PHASE II PLAN.5III I III \ \ ADDED SUPPORT BUILDING. \ \ \ - � REDESIGNED PLAZA &LANDSCAPING. \ \CAW N REMOVED PARKING LOT REDESIGN. \ \\ \\ \� \ \ \ U PALM }-5.5'� \ ADDED MAINTENANCE & IMPROVEMENTS \ \\ \\—� \ ; TO EXISTING GOLF PARKING LOT{f . \ \ \ Lrc. No. 04a�5! 56\ \ \ \ SHIFTED CONCRETE PATH & GRADING. \ \\\ ��\ \ " .� REDUCED LENGTH OF ACSA WATER LINE RELOCATION. REROUTED ELECTRIC. \ 1 \V REVISED SITE LIGHTING. \ \ KEY PLAN LY 567 570 \\ \ McARTHUR SQUASH CEN 5610 E�SRMTS. \ �` �' D E \ 6' VERRC4L PVC PIPE / / \ \\ \ \\ I �- \ \ \\ \ UNDER DRNN PIPING \ ` SCALE \ \ \ 3 555 \ \ HORIZONTAL SCALE // // REVISIONS \ \. I I 555 T-EES D I� \ / \ \ 550 551 549 / _ 555 \ \\ DENSE � � I B D nH \ DENSE TREES 1 OAR'S HEAD SPO 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11 InA /1 QI ACO MINOR AMENDMENT No. DATE BY Description ' \ \\ O 552 UDC, \ \ \ \ \ \ 55 \ \ o 0 0 \ \�\) I DRAWN BY ACO ANWV1 ( APPROVED BY FCP � \ 545 DENSE FC P / Lr. \ \ 54 \ CHECKED BY \\ � � 3� `� 0 �, G. 85� (PLAT) \\ \ 5 �o� � \ \ \ \ \ � � •�Oy��F l 1 \ MSE I <\ \ 1 DENS 1R I TITLE \ \ - \ % I I \� \/. \ \ \ \ ID E SITE PLAN \ �\\ 1 0 1 STORY MAINTENANCE \ l BUILDING REVISIONS PH II � / DENSE TR � � \\ � NO NOT 18" CMP \ \ / _ N�l• = 35' p 1 / � 00�0 \\ l \ \ ✓ / M / ( PIPE INV. IN-533.50 �� I � C A \ \ II I \ \\\ 1 \� \ \ / INV. P=52 1 — �O�y \\��� \ U\COND I\ \ \ ���� (OUTLET NOT � EX. v �Mt�s D.B. 05197 PG 0677-DIGSEES >\\\\\\\\\\\ I \y \(\ I I 1 ( r/ \) "'9 /— D�wBwP77-7 / \ �ITY OF INIA / \\ I DEI PROJECT NO: 50100451 DENSEFOUNDAT 77 (PINT) SHEET NO. 6 G574, Q—C�33, PG. 80, 85 (POT / I /+ / / ✓ / 197 Pr. D.B 2712, PG. 329 ANAGEMENT Er 1 STORY MAINTENANCE VMINBLE YIDDI STORIMTER D.B. BUILDING / �/ ' / / / \\✓ /� \� / �� � /� �� —� FOUND // D.. 750, �l% // / / D �. / �� ■ I I I I \ \ ETREES\ D.B 453 B RDW r �\\ \ \ \ \ \ \ I \ \\ I I 1 I \\ \ \\ / / ���� \ , I \ \�� �j� i s� ii� �/ / I A r% r% A r Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O zz DY O0� LLQ zo �z �a L.L J OU LL z >z -w z �- z O V ) z ^Q n X W z LU G z CW G Q z J a_ w O z C G SEAL t #� �0 s F. RON PAL ORE #Lic. No. 044}2035275 f�O',IINA�. O-V�.' cj, 111WdNAi\0I 04 U LLI J J U) w O Q U SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY TITLE WATER LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4001 A r% r% A P' Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O zz DY O0� LLQ zo �z �a L.L J OU LL z >z -w z �- z O V ) z ^Q n X W z LU G z CW G Q z J a_ w O z C G SEAL t #� �0 s F. RON PAL ORE #Lic. No. 044}2035275 f�O',IINA�. O-V�.' cj, 111WdNAi\0I 04 U LLI J J U) w O Q U SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY TITLE WATER LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4002 w n n A r j Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z� SEAL �;%w a z W 2 0 z CW G z J n w U) O z 2 04 . ICON 1 � PALMOR E Lic. No. 0402035175 . qr SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SANITARY SEWER PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4mO3 A e% r% A r j Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z� SEAL �;%w a z W 2 0 z CW G z J n w U) O z 2 04 . ICON 1 � PALMOR E Lic. No. 0402035175 . qr SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GAS LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4004 A e% n A r 4 its, �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- SEAL �;%w a z W 2 0 z CW G z J n w U) O z 2 04 . ICON 1 � PALMOR E Lic. No. 0402035175 . qr SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4005 w n n A r 4 its, �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- SEAL �;%w a z W 2 0 z CW G z J n w U) O z 2 04 . ICON 1 � PALMOR E Lic. No. 0402035175 . qr SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4006 A r% e% A r j 4 its, �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- SEAL �;%w a z W 2 0 z CW G z J n w U) O z 2 04 . ICON 1 � PALMOR E Lic. No. 0402035175 . qr SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4007 A /l /l A r 4 its, �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z1-- SEAL �;%w a z W 2 0 z CW G z J n w U) O z 2 04 . ICON 1 � PALMOR E Lic. No. 0402035175 . qr SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4008 A r% r% A r Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O V ) z ^Q n X W z LU G z CW G Q z J a_ w O z C G SEALt +sx F, RON pAL ORE #Lic. No. 04)2035275 V &r[,IINA�. �.' cj, ��iaaaaa�i�� 111WdNAi\0I 04 U LLI J J U) w O Q U SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4009 A r% /A A r +.,:1 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O 00 zz ::) Y O0� U-Q as zo �z L.L J OV LL Z >z -w z� z O U) z X w z w 0 z w Q z L.L w 0. O Cz G SEALS #� �0 F. RON PAL ORE #Lic. No. 044}2035275 Z.0 & O-V cj, IMMI11M 21 z L J J_ W r— O a U SCALE 0' 4' 8' VERTICAL SCALE 0' 20' 40' mmmq HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C401 0 w n n A r j Piti �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z ::)Y O0� ago zo- �aQ L.LJw OU LL z >z -w z� SEAL z W 2 0 z CW G z J n w U) O z 2 F. 0AMtr IV PALMORE Lie. No. 0402035275NA � 04 SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C401 1 2 I 3 5 E 0 C 00 1 5" MIN. THICK CONC. WALK 3500 PSI MIN. 28 DAY STRENGTH 6" MIN, COMPACTED AGGREGATE BASE, VDOT 21A i 12" MIN. \ 12" MIN. COMPACTED VDOT #10 STONE j 6" IN SOIL COMPACTED SUBGRADE TO 98% MAX.�����\�\��� 4" IN ROCK DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) NOTES: 1. PEDESTRIAN TRAFFIC - CONCRETE, ASPHALT, OR OTHER PAVED SURFACE AT GRADE. FOR NON -VEHICULAR INSTALLATIONS (PATIOS, SIDEWALKS, AGAINST FOUNDATIONS, AND LANDSCAPING PROJECTS), THERE SHOULD STILL BE A SURFACE ADJOINING THE SLOT WHICH WILL NOT ERODE WHERE STORMWATER FLOWS INTO THE SLOTTED INLET. 2. THE COUPLER BANDS ARE SOIL -TIGHT. IF A TIGHTER SEAL IS DESIRED, A NEOPRENE SHEET OR MASTIC FILLER CAN BE USED BETWEEN THE BAND AND THE PIPE ENDS BEFORE THE BAND ANGLES ARE TIGHTENED. DURASLOT PEDESTRIAN INSTALLATION N.T.S. DURASLOT° VARIABLE HEIGHT ASSEMBLY GRATED ASSEMBLY G E G F F_�EE BELOW Fq aaa 0 0 0 c B B A. DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" PIPE G. A" SPHS X 1" LONG W/ WASHER B. DURASLOT PIPE H. DURASLOT GRATE CONNECTOR C. DURASLOT ADAPTER I. %s" HEX HEAD SCREW X 3Y2" LONG W/ WASHER & %s" WINGNUT D D. N-12 PIPE J. PLASTIC SLEEVE SPACER (GOES ON I. - NOT USED W/ 4" DIAM.) E. DURASLOT COUPLER BAND K. HEX HEAD ASSEMBLY: F. DURASLOT GRATE ANCHOR %s" HEX HEAD SCREW X A" LONG W/ (2) WASHERS AND Y1s" HEX NUT NOTES: TAYLOR PLUG USED FOR 1. EACH CAP (A) & ADAPTER (C) COMES WITH AN ANCHOR (F) 30" & 36" DIAMETER PIPE 2. EACH COUPLER BAND (E) COMES WITH HARDWARE - I,J,K, & L OPEN TOP ASSEMBLY A F SE EE BELOW F G 0 c B ii A. DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" PIPE I. HEX HEAD ASSEMBLY B. DURASLOT ADAPTER 5/6" HEX HEAD SCREW X" LONG C. N-12 PIPE W/ WASHER & s/s" WINGNUT D D. DURASLOT COUPLER BAND J. PLASTIC SLEEVE SPACER (GOES ON I. - NOT USED W/ 4" DIAM.) E. DURASLOT GRATE ANCHOR K. HEX HEAD ASSEMBLY: Y1s" HEX HEAD SCREW X 3Y2" LONG WI (2)) WASHERS AND %s" HEX NUT L. DURASLOT BAND FLANGES NOTES: 1. EACH CAP (A) & ADAPTER (C) COMES WITH A CAP (F) 2. EACH COUPLER BAND (E) COMES WITH HARDWARE (I,J,K, & L) © 2019 ADS, INC.REV. DESCRIPTION BY MM/DD/YY CHK'D ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS CWS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS �■]■,■'■,.7.�■'.■.7■�.7,■7■'.�• " 2/1/2019 PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE WiW 4640 TRUEMAN BLVD GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO HILLIARD, OHIO43026 KAK CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS ADVANCEDDMINAGE SYSTEMS, INC. NTS PROJECT. DRAWING NUMBER: STD-1408 1 OF 1 0 ELECTRIC lillem ?-I,'MEIL AIR IWNA EVENT o MIN. IT MR wr K 6ASMEi6E EQ@o Y131 T PIPE ABOVE Air WN%OR OT1MOMOM . Our SCREEN Lera then 74r I. •Irn s.rr SWITCH .� a-e•rrrL >Inlloow ` 1WT CIPM ". Re•II'tl rt VEWPIPE W METER „ ETECrr•Gorr COM MUNrJ4TIOr1 FACILITY \ I - IY MML ML _ K NOTE: VENT PIPE 70 BE EXTENDED 70 ACQUIRE AT LEAST A T- Or DIMENSION FROM AIR INTAKES OR "ER OPENN13S vents Service reguiatrlrs with internal relief must have a vent connection which vA adequately provide for disaarging the gas from the regulator case In the event of Internal regulator failure. A common breather and relief vent may be used. For out-of-doors Installations the vent may be directly eonneOad to a protected vent cap. Vent caps shall be bug p(oof and steal nut permit rain or srww to enter the vent Ines. The dracharge point of regulator or relief vafve vents shall not be placed under windows, ventilator duct. or any source of Ignitlon. The dl:rcharge pdnt shall be a minimum of 3 feet hodzentaly or above any point wtom escaping gas may create undue hazards. City of ChaTlot'lesville, Virginia Department of Public Works Recommended Minimum Clearances for Outside Gas Meter Installations DRAWING GF 1.0 l'"toSaIR G H K I K I DRIP LINE 4' CHAIN LINK FENCE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES 3.38 : TREE PROTECTION 1-1/2" SM-9.5A 3" BM-25.0 6 21-A AGGREGATE COMPACTED SUBGRADE TO 95% � DRY DENSITY STD. PROCTOR PER D-698, METHOD D. (12" MIN. BE-_ SUBGRADE) PARKING AND SERVICE ROAD PAVEMENT SECTION 6" 21-B AGGREGATE COMPACTED SUBGRADE TO 98% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) TYPICAL GRAVEL SECTION UNPAVED SURFACE PAVED SURFACE LOAM AND SEED BITUMINUS AS SPECIFIED PAVEMENT PATCH VDOT # 21A COMMON FILL 24" MIN 61 ROCK FREE SOIL OR VDOT I SEE NOTE 1 FINE AGGREGATE, GRADE F . SEE NOTE. 5 4" MIN BEDDING BELOW OUTSIDE UNDISTURBED EARTH DIA OF PIPE SEE NOTE 4 PE and STEEL PIPE CONTRACTOR SHALL APPLY DETAIL FOR HDPE PIPE NOTES: 1. MAINTAIN VERTICAL TRENCH WALLS FROM BOTTOM OF TRENCH TO 24' ABOVE CROWN OF PIPE. 2. FOR EXCAVATIONS OVER 5 FT. DEEP, SLOPE TRENCH WALLS AS REQUIRED AND/OR PROVIDE OTHER SAFETY MEASURES IN ACCORDANCE WITH OSHA GUIDELINES. 3. ALL BACKFILL SHALL BE PLACED IN 6" LIFTS COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D698. 4. BEDDING MAY BE OMITTED WHERE A FIRM. EVEN TRENCH BOTTOM EXIST, S. LOCALLY AVAILABLE 'ROCK DUST" MAY BE SUBSTITUTED FOR VDOT FINE AGGREGATE WITH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. City of ChadotbwAlle, Virginia DWartm nt of Public Works Pipe Trench and Bedding -- Typical Nei to Scale DRAWING G G '1.0 N.T.S. 24" MIN N.T.S. 5" TOP SOIL IN rCONCRETE SIDEWALK AND UNPAVED AREAS -� I BASE COURSE FIT ETECTABLE o MARKING TAPE Q as a ACKFILL (B.F.) 3 IDEN TRENCH / S NEEDED mA?°\\ ABOVE PIPE N Aa / VDOT #9 BEDDING o J O I J a 4 6" MIN. D+2'-O" 4 MAX. UNDERGROUND ELECTRIC DIRECT BURY CONDUIT BEDDING DETAIL SHALLOW SLOPE ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL 4� AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. ....,., 1=�►�•.'.iii.........ou.d i�i:,i:0rSn=u • 1 1 Ip=4�Q�..�...........�'✓✓.'IIIII-11= • 1 ..........'✓- - - •• 11=�Iiii...... ir.-II=11- II�iuuI1=11=11=11=11=11=11= ' If=lr=lr=lr=lr=1r=11=1 M AMR i • 1 1 • 1 FINISHED GRADE ADJUSTABLE VALVE BOX W1 COVER AND ROUND BASE BINGHAM & TAYLOR FIG. NO.49106 (2 PIECE); OR APPROVED EQUAL. COVER MARKED'GAS". VALVE BEDDING and INITIAL BACKFILL ROCK FREE SOIL OR VDOT FINE AGGREGATE, GLADE F SEE NOTE 5 CM U BRICK TYP NOTE: 1. IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE FINISHED GRADE. 2, BRICK COURSES SHALL BE LOCATED RADIALLY AROUND CIRCUMFERENCE OF VALVE BOX BASE. 3. DEPICTED BURIED VALVE INSTALLATION IS TYPICAL FOR ALL BURIED VALVE TYPES. 4. NUMBER OF BRICK COURSES REQUIRED IS DEPENDENT ON LINE SIZE AND VALVE TYPE. 5, LOCALLY AVAILABLE "ROCK DUST" MAY BE SUBSTITUTED FOR VDOT FINE AGGREGATE WITH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. City of Charlottesville, Virginia Department of Public Wo11Cs Burled Valve Installation Typical Not 10 scow DRAWING GG 2.0 N.T.S. PROVIDE 12" #4 BARS SEE NOTE 2 BELOW AT 12" O.C., DOWELED 1' MIN. 1' MIN. EX. GROUND TYPICAL 6" IN EXISTING CONCRETE. 6" GREASE SLEEVE a a t - UNKNOWN SHALL BE PROVIDED ° a A ° THICKNESS OF IN NEW CONCRETE d ° a / ASPHALT PATCH. a °° ° CONCRETE a (THICKNESS UNKNOWN) 21A SUBBASE (10" SAW TO NEAT EDGE DEPTH FOR ROADWAYS/6" DEPTH PRE -MOLDED FOR PARKING AREAS JOINT FILLER AND SERVICE ROADS) TRENCH SIDES SHALL BE GRADED CRUSHED SHEETED AS REQ'D TO KEEP STONE BACKFILL, TRENCH WIDTH TO A MIN. . VDOT# 21A oa � oho COMPACTED VDOT #10 ° �°8 °�� ° ` BURIED PIPE STONE/ GRAVEL DUST. CONCRETE PAVEMENT ASPHALT WITH BASE NOTES: 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND RECONSTRUCTED AS SHOWN. 2. REPLACE ASPHALT PAVEMENT WITH 3" BM-25.0 + 1.5" SM-9.5A + 10" 21-B FOR ROADS OR 1 1 /2" SM-9.5A + 6" 21-B FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL NOT BE LESS THAN 1.5 X t". 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER. PROPOSED CHILLED WATER SHALL HAVE A MINIMUM OF 4' OF COVER. 4. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. 5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES PAVEMENT REPAIR DETAIL N.T.S. 5 MIN. THICK CONC. WALK 3500 PSI MIN. 28 DAY STRENGTH MATCH EXISTING ADJACENT WALKS WWF 6X6-W2.9XW2.9. INSTALL MAXIMUM CROSS SLOPE WWF 2" BELOW TOP SURFACE. OF SIDEWALK TO BE 2% FINISHED GRADE 6" MIN. COMPACTED AGGREGATE BASE, VDOT 21B ON COMPACTED SUBGRADE a A p x-g-x-x-x�°x-M VARIES PEDESTRIAN CONCRETE SIDEWALK N.T.S. =L #5 BARS a! 8" C-C TYP, 4. I I I I I I I I I A I I I I I I A I � I I sq°" DIAHdErER PLAN L STRUCTURE SIZE AND WALL THICKNESS VARIES CLASS A3 CONCRETE SECTION A -A NOTES: 1_ THE STANO+v39 SAFETY SLAB t5L-11 IS To J 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 'KITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 6' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOT70M OF THE STRUCTURE_ SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER, SECTION B-B #5 BARS 0 8" C-C TYP. N.T.S. 2. THE COST OF THE SL-I IS INCLUDED W 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 APPLICABLE_ STEPS ARE TO BE STAGGERED ACCORDINGLY_ # 5 BARS 0 8" C-C TYP. 4, SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 13000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI), REINFORCING STEEL TO 13E N ACCORDANCE W17H AASHTO M31. 5, ACCESS OPENINGS MAY BE 30" DIAMETER OR 3D" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL SE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG)_ TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DCIFCA ROP INLETS, SEFERENCE C ROAD AND BRIDGE 57AEiDARDS REFEREE SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 10614 111RGNIA DEPARTMENT OF TRANSPORTATION Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O� O Q 0 ��Jnn V zZ z ' Cw G O � U_ Q Z Q Q z O0Y w z zo- Q> _ Ur Z U)Z Z Ld .� U)/ O LL 1 1 � 1 L J _ _j O U U) Li Q LL O U) U) z 7 UUj Z / w z I - SEAL o*e�#w KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/191 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5mO2 1 I 2 I 3 I 4 I 5 Dewberry" E C SEE FOR AND TOP OF CONCRETE BASE UNDER HARDSCAPE CONCRETE SLAB BRASS COVER FINISHED GRADE FINISHED HARDSCAPE--,. (SEE SITE PLAN) IN HARDSCAPE AREAS IL ­ CONCRETE SHALL BE FLUSH WITH TOP OF CONCRETE SLAB 10N1.'VL.`1101111 SANITARY COVER 1 /4" HEAVY DUTY MODIFIED FRAME & COVER HS-20 RATED WITH 24" CLEAR OPENING PSI 0 SEAL JOINT (TYP) SEE SPECS 9/16" 3/4„ LETTER SIZE LIMITS OF CONCRETE AT NOTES BOTTOM OF BASE 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) 2. DEPTH OF SERVICE SHALL BE HELD IIN LANDSCAPE AND TO A MINIMUM BUT SHALL PROVIDE ASPHALT AREAS FOR CONNECTION TO SERVICE CONCRETE VISIBLE MAIN AT SURFACE 3. ALL COVERS SHALL BE HS-20 4" TRAFFIC RATED 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL SEE COVER DETAIL FOR BY UVA. BROWN SAND UNDER DIMENSIONS AND LETTERING CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. IN LANDSCAPE AND ASPHALT MATCH EXISTING ADJACENT WALKS. AREAS CONCRETE SHALL BE 4» FLUSH WITH FINAL GRADE I" MIN./3" MAX. 10" 8 " MIN. SWEEP WYE OR SANITARY WYE & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER 1 /4" 1 /4" STORM 9/16" 7— 2" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL 7 1/2" - 2" I _ COVER DETAIL BOTTOM VIEW OF COVER 3 8 8 / N.T.S. A O NOTES: O 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON —PENETRATING PICK HOLES. A 25 3/4" .40 STORM SEWER O 7/8" A EGAL TO DUMP 4" 1STE PRODUCTS BRAINS TO BAY r 5„ 24„ 5„ T O MINIMUM TOP 4-1 "0 BOLT HOLES SECTION A A STORM FRAME & COVER PRECAST MANH& RISER GROUT JOINT GASKET (SEE SPECS) r_ArnTnnv Anni irn N.T.S. )TES: JOINTS FOR ALL \NHOLES, YARD INLETS, AND RECAST STRUCTURES SHALL BE )NSTRUCTED ACCORDING TO iIS DETAIL. GROUT JOINT FIELD APPLIED BITUMASTIC OVER GROUT MANHOLE JOINT DETAIL 12" OF ADJUSTING RINGS MAX. NOTES: RINGS R RINGS WHEN 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. ADJUSTING R NECESSARY IN MATCH GRADE. 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK MIN. 2 BOLTS REQ'D TO GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE CURE ADJUSTMENT RINGS TO WATERPROOFED USING BITUMASTIC WATERPROOFING. SECURE (TO PREVENT HORIZONTAL 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL MH MOVEMENT). BOLTS TO GO AL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. RINGS AND FRAME. 4.) PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478. 5.) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4' IN ACCORDANCE WITH THE LATEST O.S.H.A. REQUIREMENTS 6.) THE BOTTOM OF ALL STORM STRUCTURES SHALL BE SHAPED IN ACCORDANCE WITH 2'-0" VDOT DETAIL IS-1. HALF PLAN VIEW ° n n 0 4'-8"+ (2xWALL THICKNESS) sm LJ I CV j� • -I •d •e 2'-0" RUBBER COATED STEPS q CAST —IN —PLACE q a ' 4'-0" BEVEL 45° n n a I PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW • a BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED °• ° - FLEXIBLE I o ! o o' ° Ro oo cb000 13. $off $00 CONNECTC dJ���auo� oo � oo � oo �O o0 CONCRETE MIN. 6" BEDDING FOOTING DIAMETER= 4'-8"+ (2xWALL THICKNESS) WITH NO.68 STONE SECTION B-B PRE —CAST CONCRETE (WITH FRAME AND COVER REMOVED) STORM SEWER MANHOLE DETAIL N.T.S. N.T.S. .f- TRANSITION BETWEEN �$ � PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPE'S ARE ENCOUNTERED. rr SHAPE TY ✓_ _ { CONTOUR OF PIPE �9 ..4VERT pF_plJTLET~PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES; w SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDWCE WITH � THIS DRAWING IS TO APPLY To THOSE 57RUCTURES SPECIFIED SLOPE TO DRAM ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OR STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED ! IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, d THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A �r PORTLAND CEMENT CONCRETE MIX CONFORIVING TO GLASS A3 OR CLASS C1,ExCEPT THAT 25/ OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CUN$15T OF STONE, EIR[IKEN BRICK.7 "' fi. BROKEN CONCRETE OR BROKEN CCNGRETE BLOCK. THE SURFACESHALL BE LEFT S 00TH BY DEANS OF HAND TROWELLING. NONE I '� OF THE COARSE AGGREGATE SHALL 1?EMAJN EXPIOSM. , a F y A ' ! DETAILS OF INVERT SHAPING A$ SHQ1W HEREON ARE FOR LXAMPLE ° PURPOSES ONLY, EACH MANHOLE OR DROP INLET 15 TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES, SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES NVVDOT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STAAIDARDS REFERENCE SHEET 1 OF 1 RE'VLISIQN DATE MANHOLE & INLET INVERTS` 1015 Ba VIRGINIA DEPA,k'TMENT OF TRANSPORTATION H2O LOAD RATED COVER AND FRAME. STANDARD 4' MANHOLE. SEE WATER MANHOLE FRAME AND COVER DETAIL. FINISHED GRADE — i � 111— —III—III—III—III—I —. � =1 —I 1= =III—III—III=111�= I ijj 1 I I 1 l=1 I I 3' MINIMUM TO SPRINKLER RISER AT PROPOSED TENNIS BUILDING BUILDING. SEE PLUMBING FOR CONTINUATION. 4' MIN. - 1/4" PER FOOT SLOPE r-cr- b a 24" 3'-0" 0—RING GASKET CONFORMING TO ASTM C-443 6" D.I. PIPE FIRE DEPARTMENT CONNECTION OR FIRE DEPARTMENT VALVE. CITY OF CHARLOTTESVILLE C&O THREADS REQUIRED FOR FIRE DEPARTMENT CONNECTION Fl" THICK X 18"0 NO PARKING IN CONCRETE SLEEVE FRONT OF FDC. III III III=III ROADWAY —1II m=111=111-1 IIII1IIIIII ° =I IIII��II111 MECHANICALLY RESTRAINED JOINTS (SEE SPECS) r -III-III-III III -I -I -I I-III=I 1- PRE -CAST -I I I -I I -I I I I I -I -I -I -I I I -I I= CHECK VALVE W/BALL -III 111I III lII III-1 -�I, I =1—I SEOCTIONTE DRIP VALVE AND11 CONCRETE SUPPORT. #57 WASHED LOCATED BALL DRIP AT NOTES: STONE LOW POINT IN LINE IN ORDER TO DRAIN LINE 1) ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT. AFTER FIRE EVENT. 2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING. 3) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 4) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 5) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6) FIRE DEPARTMENT CONNECTION SHALL BE 5' CLEAR OF LANDSCAPING. 7) PRE —CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN NE ACCORDANCE WITH AASHTO M199 AND ASTM C-478. FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE N.T.S. O A O WATER TOP NOTES: 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON -PENETRATING LIFTING BARS. A 25 3/4" O A 7/8„ 8» 1 1 /8" 5„ 24 5» MINIMUM 4-1"0 BOLT HOLES SECTION A -A WATER FRAME & COVER Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O� �0 J 0 V zZ z / I_LI O0 I.L Q 0 Q Q z w z z 0 O _ � Q � > z %) z Ld > > Q _j CO W O U_ I_IJ w- I a _ ,J O — U U) lL O U^ U) z >W z — U-1 z 0 SEAL s,`�1 r, s F. ONAw i&r� NI PAL ORE Lic. No. 002035275� 9 / -� ti10'r'r 00 N' VA" KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACID REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description N.T.S. DRAWN BY ACID APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS N.T.S. DEI PROJECT NO: 50100451 SHEET NO. C5mO3 1 2 3 4 5 E FBI C I DI-3A,3B,3C FYPANCIf1N .If11NT i Illl1�_ �i •0-0 lul••Il•t•t•���-t•t•�-t•t•t•t•t•t•t•t•t•��-t•t•-t•t•t•1 � °DI o II II BARS D AR F BAR A NOTE 5 N I GUTTER FACE OF CURB 8„ 2-8„ 8„ CR CK CONTROL JOINT CRACK CONTROL JOINT 4'-0" 2'-0" 3'-O" 6' MIN. PLAN SECTION A -A 10' MAX. 6' MIN. �A 10' MAX. KEYED CONST. JOINT L-VARIABLE - MAX. 20' 2'-10" " GUTTER '1_nll ,8„ N 2'-6„ �B 8„ 3,_0„ 2 APPRO CH 2_ BARS A TTER I 00 - - - - - - - - - - - N �. BARS I I ---------- ----� -- 1 BARS F BARS E L� B '�Y 3" DIAMETER N °D ° BARS E WEEP HOLE FRONT ELEVATION BARS F 8" V-8" 8" BARS B L - - - - (GUTTER REMOVED) 11/4„ 3'-0" 5XI/4" BENT SECTION B-B _ N ,PLATE -a � R TYPE A NOSE DET SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L21/z"X21/z"XI/4" ��jj GALVANIZED TYPE B NOSE DIET SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 21C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C. 2" APPR. PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT - __ _ -7 I SLOW FLOW -ZLOW 0-1 0-1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET SPECIRENCEN RffERENCE 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS DI-1 %z SECTION CAST IRON -+- I/z SECTION STEEL NO"fES 2'-7" LUGS TO BE CAST WITH T-31/z" L 2%z" x 21/z" x I/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR LONG PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI-1A 0)B B10'-4" A - - A � 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS � I WILL BE MEASURED (FROM THE INVERT OF iv CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE F, IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE N APPROXIMATE ONLY FOR ESTIMATING OPTIONAL N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS I CONNECTORS SHALL BE DETERMINED BY THE - - 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING (CONNECTORS 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE LUGS THE(PLACING FURNISHING AND ALL MATERIALS 9ye. 2'-7" 91/ " INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" I/z" x 11/z" x 4"J I Yz„ x 4„ STRUCTURE. PLAN LUGS 12" 91/z" CONNECTORS STUD SHEAR 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT H STRUCTURE OF BE SHAPED WITH EVENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE N \ STRUCTURE. THE COST OF FURNISHING L COLLAR DETAIL 1/,,2" MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL L 2�z„ LETTERING INLET SHAPING TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. IN DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE E ER PROVIDED WHEN E IS 40" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE 2 6 T-3" SEE DETAIL B 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE CLOTH 2'-7" PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68, #78 OR =N TO ABUTTING CONCRETE TO PREVENT IW W _ #8 x 6" WIDTH N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY' BE PROVIDED. IL Dp'D Z 1 o_ a s p. D N_ SEE STANDARD T-DI-3, 4 FOR a a a a 3" DIAMETER D D ALTERNATE DESIGN. . COLLAR D SEE NOTEWEEP LE N 8 NEEM j8. �o 3" DIAMETER WEEP HOLE WITH 12"X12" z z ? z PLASTIC HARDWARE CLOTH I/q" MESH 1pg 12" N OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH N M p • = T ��������� HARDWARE CLOTH ANCHORED FIRMLY N N N D D I TO THE OUTSIDE OF THE STRUCTURE. D p ' D p . 9. CAST IN PLACE CONCRETE IS TO BE p D D D p v CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 11/2„ SECTION A -A II '� 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B I I -�I 4" MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU, YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE I I 11-/ate"jl Ij� Ij`�4-' APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE �jl 24" CONCRETE PIPE - 1,817 CU, YD. CONCRETE SECTION C-C SECTION D-D OF LETTERING MAY VARYES. BYLOCATION MANUFACTURER. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL �VDOT SPECIFICATION STANDARD DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-3A,319,3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft, No. ILin. Ft,* No. I Lin. Ft.* No. I Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 2.26 - - - - 1 5'-7" 3 3'-2" - - - - 6 V-0" 22 4' 1.83 2.59 5 V-6" 2 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 V-6" 3 T-6" 4 V-0" 64 6' 2.75 3.02 5 3'-6" 6 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 3'-6" 3 T-6" 4 1'-0" 111 8' 3.67 3.46 5 5'-6" 10 '-7" to 6'-1 " 3 5'-7" 3 3'-2" 4 5'4" 3 T-6" 4 V-0" 158 DI-3B 10, 4.58 3.90 5 7`15" 14 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 7'-6" 3 T-6" 4 1'-0" 204 12' 5.50 4.34 5 9'-6" 18 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 9'-6" 3 T-6" 4 V-0" 251 14' 6.42 4.78 5 11'-6" 22 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 11'-6" 3 T-6" 4 V-0" 298 16' 7.33 5.22 5 13'-6" 26 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 13'-6" 3 T-6" 4 1'-0" 345 18, 8.25 5.66 5 15'-6" 30 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 -6 15'" 3 1'-6" 4 1'-0" 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 17'-6" 3 T-6" 4 1'-0" 438 6' 2.75 3.01 10 V-9" 4 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 V-9" 6 1'=6" 2 V-0" 111 8' 3.67 3.45 10 2'-9" 8 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 T-6" 2 1'-0-0" 158 10, 4.58 3.89 10 3'-9" 12 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1'-6" 2 1'" 205 12' 5.50 4.33 10 4'-9" 16 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 4'-9" 6 T-6" 2 - 252 DI-3C 14' 6.42 4.77 10 5'-9" 20 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 5'-9" 6 1'-6" 2 1'- 298 16' 7.33 5.21 10 6'-9" 24 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 6'-9" 6 T-6" 2 V- " 345 18' 8.25 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 7'-9" 6 T-6" 2 1'-0" 392 20' 9.17 6.09 10 8'-9" 32 6'-7" to 6' 10" 5 5'-7" 3 3'-2" 8 8'-9" 6 1'-6" 2 1'-0" 439 111[9jl2110 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE, 8- 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 211. 19, ALL REINFORCING BARS TO BE # 5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 of 2 1 SPECIFICATION REFFERENCENCESTANDARD CURB DROP INLET REFERENCE 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 Alt ASTRDT,,� F TJRF` 1" E-LAYER/SHOCK R'A0 MIRAF1 135ST O PT _ TOPPING STONE, CEOTE TILE OR VDOT #10 STOKE APPROVED IE[ EQUAL CHAMFER B TURF INSTALLER 4 1 Id BY SITE P CONTRACTOR 9 r. Y D O I` III I Iirl 5 7 STONE Iil l TYPICAL ARTIFI I AIL FIELD SECTION PANEL DRAIN, AUS 6" WIDE X 1" THICK A0VANE1)(3E PJPE A-7 -T f I g`' III PANEL DRAIN P R FQ F A I U D HtIPE PIPE NON -WOVEN FABRIC - THE WHOLE TRENCH BOTTOM AND SIDES J BPI VDOT #57 STONE 4-0I TYPICAL UNDERDRAIN TR&i CI-' SECTION 1 SYWHET11C TITRE FIELD DETAIL .0 - NOT TO SCREE END -SECTION 12" - 60" PIPE -HIDE END IN OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION CONCRETE TO BE L - - - - - J 40(30 PSI MINIMUM PLAN SECTION X-X END VIEW END SECTION DIMENSIONS F� I E DIAMETER B - C D E 12" 4" 21.0. 21_611, 4-,y4„ 2.-01, 1$„ 9.1 2'-,3., 1-9- 4-0.. 3.-01, 21" 81 2°-11" 2'-1" 5:,011 31,611 24.. 91/, 3,, 2,_6, F.,_1., 4'_D,. 27" 14. " 4'-0' 2'-1" 6'-1" 4'-6" 30" 1'-0.. 4'-E' 1'-71i " 5 -1 . 579" 33" 1'-1'/2" 4'-10'A ., 2._3i •� 7'-1 5,_6" 361, 1'-3" 5'^3 2'-1D%" 3'_1 " 6._© 42" 46.. .,,_D.. 61_0 • 21-2" a._2. 7-0' 54" 2'-3 5-5 ._G 0'_;ir.� 7'_6' 5. ALTERNATE END -SECTION 12" - 60" PIPE ES-11 HUE END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION +x � _T x !A CONCRETE TO BE LL - - - - -- 4000 PSI MINIMUM PLAN END VIEW SECTION X-X ENO SECTION DIMENSIONS PIPE 01.+�F,1LTE R , B U E 12" 4' 21_0., 4­1„ 6._1" 2­0" 15" 6.. 2,_3.. 3'-1D" 61-11• T-6 18" 9" 2`33 3'-10" 6°-1" 3'-C., 211, 3" 2'-11" 3-all 6'-1" 3-6" 24" 1C,.. 3'_7,. 2`8" 27" 10,r..' 4'-0" 2' 1'12 6'-1t„ 41.61. 301, I-g- 4,_6- Y-7 A., 6,-14" 5'_0- 33" 1'-11/, 4,_e0i 3 _3 �. F _1 F.-F,' 35" T i" 5'-31, 2' F0 a._Ia ., 5,6,• 42" 1` J' S'-3" 2-11"r8'-;" 6'•6" 6 D" 54" 2 5 II" rl- 7'•b' h0" 7J NOTES PIPE LENGTHS SHOWN ON PLA145 ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGRT,LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". t7 ��J Iiiil3�1_11! SPECIFICATION VOT REFERENCE FLARED END SECTION ROAN AND BRIDGE STANDARDS 302 12" - 50" CONCRETE PIPE CULVERTS REVISION DATE SHEET i OF 1 VIRGINIA DE-ARTMENT OF TRANSPORTATION 102.01 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') PT,811-22" 7 CU. FT. rVALVE BOX #68 STONE-\ 42"MIN VALVE 8" X 6" TEE 2500 P.S.I. CONCRETE4. BASE AND THRUST % i1 BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR 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 TD-8 NOTES: 1.) ANCHORS SHALL BE INSTALLED ON GRAVITY SEWERS WITH SLOPES ABOVE 20%. 2.) FOR STORM SEWER APPLICATIONS, CONTRACTOR SHALL UTILIZE BELL AND SPIGOT REINFORCED CONCRETE PIPE. MANHOLE WALL SPACING SPACING ° a o F__ PIPE GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 12" MIN. LINE VARIES PIPE 3000 PSI CONCRETE F SPACING 12 PLAN N o ANCHOR NO. 1 AT z FIRST JOINT ABOVE MANHOLE. FMANHOLE WALL 12" MIN. ,oz SGAF a PROR LE 12" MIN, ANCHOR DETAIL FOR STEEP SLOPE GRAVITY SEWERS em Dewberry" Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0� �0 0 V I- zZ z D w 0� 0 LL Q Z Q Q z W Z - z 0 O _ QLd IY - > r V z C) Z z Q _J � L.L 5;O Q J Lu LL a 2 ,J OL1j U ^ vJ U L_ 0 C) 0 z LLI z = LIJ z� D SEALs,`�M4., 44 40 s w Aw ON PAIL 0 0. U. No. 0020352715 4�.Z, lea l�O]MAL�; KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY EDescription DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5mO4 N.T.S. 1 I 2 3 4 5 �`•_•�� Dewberry" E C NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COl ^IMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' FL +" ^OMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. FCAST IRON LID IE ERSETTER IVGI.GJJAK T TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) \/ARIFC 4" DIAMETEF AND VALVE WATER N TS FIG. W-6A TD-10 J. PLUG —fCLJ If,/,11, -u JVIIV I rI I IIIVhJ ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE BOX } N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY N TS FIG. W-8 TD-19 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS O 0 (RECESSED FLUSH) 1" [25mm] S Pam\ q n CLOSED PIC PICKHOLES 1 1/2" [38mm] 0 0 S E W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1 /2" DIA 1 1 /2" [699mm] [38mm] 26 1/4" DIA 7" I� [667mm] ~I [178mm] 26" DIA 1 1/2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm [606mm] 28 7/16" DIA 5/8" ] [722mm] ~I 116mm] 23" DIA [584mm] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION TYPICAL MANHOLE FRAME & COVER N.T.S TD-29 FIG S-1-D WATER MAIN VARIES �.I i 11§62G10 I\1■1111111 ilk ■117■■■ Ilk 1926M _VE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). ZIES "`\-2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE N TS FIG. W-6C TD-12 FRAME & COVER (SEE FIG. S—I—D,E) STREET SURFACE OR NON —PAVED AREA SLOPED AREA _011 V-0" MAX -2'— 0" e ° RUBBER COATED STEEL ° STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12;; MIN "0" RING SEALS d 16 MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 7 4'-0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE e VARIES DEPTH OF FLOW FILLETS ° CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING --4kMA aSEWER.A d12" FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEENINLET & OUTLET PIPE SHALL BEPROVIDED. IN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S—I—A TD-25 C METER SIZE DIMENSION DIMENSI❑N DIMENSION A B C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN, 1 10' MIN. 4' 5' MIN, 1 12' MIN. 1 6' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES — — — — —-- — — - - ME I I I I I I I I I I I LIFT HANDLE L— — — — — — — — — — — — — — — — TYPICAL METER VAULT N,T,S, FIG. W-7A TD-14 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN / SALT TREATED FINISHED GROUND MARKER 1E SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 SIDE VIEW .75' DIAMETER DRILL-ED 1❑LE FOR TOUCH READ JNITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH ° d ° e° d e e a e ° _ O •O• ` 44" MIN. 6" MIN. 17.5" 6" MIN. 4 d d 60" _ I 36" No d .Q p . ' d ° e 18" MIN. e-17.5" A 37" MIN. ° WINGNUT LOCKING ASSEMBLY 12"l MIN. 1 BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) N TS FIG. W-7B 36"MIN 24"MI 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE TD-15 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) () NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A 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 N TS FIG. S-3 TD-32 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O� �0 V Z Z 'zI � O � Q ! Q Z w z Z O _ Q > Z Ld > > w 0 U_ X W Iw— a ,J O � U of O Cn U) C�C G wz �! W Z E- SEALs,`�M4., s F.zkoN vv PAL RE U. No. 002035275� fin► , A� ti ♦irar#4f KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5mO5 Dewberry" E C "T JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 10'± - �10'±► 5' �10,H WATER SEWER 3 ri o L❑CATI❑N OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH D; SEPARATI❑N OF WATER & SEWER SYSTEMS. UTILITIES CR❑SSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 FINISHED GRADE ITI, , --7 F TRENCH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24"' IN INITIAL BACKFILL 24'MIN 8' 8" 8" 8° MIN MIN. MIN. MIN. 6' BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION JiMil - INITIAL BACKFILL 4'MI UNSTABLE 8" 8" 8" 8" SOIL\ MIN. MIN.-. _ MIN MIN. #68 STONE ~ - GRANULAR FILL AS -= FF _=- - -== APPROVED BY ACSA / T STABLE SOIL OR ROCKS L STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 =T1 T=1T1=� fT=TI T=1T1=7 fT=TI REDUCER 2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - UNDISTURBED SOIL g _f 2 1Y' MIN. PROFILE VIEW UNDISTURBED SOIL - EDGE 24°' MIN. OF TRENCH- G - - - ------- -�- - -----r -- - - - - - - - - - I °d REDUCER g' MIN. c _ . a .'d a 2500 P.S.I. CONCRETE THRUST BLOCK--* G 8" MI N. a - - - - - - - - - - - - - - - - - -.-= UNDISTURBED SOIL - EDGE OF TRENCH .` 24" MIN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 TD-2 2 COATS OF TRAFFIC PAINT I FOR ALL BENDS 4,5 ° V45 _ T SECTION 1-1 45' max L 2 45 max PLUG I I J 2if l 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12,, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS 12' VAN 1 '-4 ACCESSIBLE RESERVED 12 10" PARKING of N PENALTY TOW -AWAY ZONE $100-$500 FINE 1'-10" 12" 4" WIDE WHITE T \/� PAINTED LINES CORNER RADIUS - 1 1 /2" (TYP.) NOTES: 1. FOR ALL SPACES TO BE DESIGNATED AS HANDICAP, THE VIRGINIA STANDARD "RESERVE PARKING" SIGN SHALL BE INSTALLED, AS WELL AS THE STANDARD "PENALTY, TOW -AWAY ZONE" SIGN. 2. FOR SPACE DESIGNATED ON PLAN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. 3. SIGN(S) SHALL BE MOUNTED ON BUILDING. CURD fie. CURD 2 COATS WHITE TRAFFIC PAINT (TYP.) �e rk 4" (TYP.) VAN HANDICAPPED PARKING TYP. HANDICAPPED NTS FIG. W-3 TD-3 SPACE PARKING 4. OF THE SHALL BE MOUNTED WITH THE BOTTOM ICAL SPACE 0 OF THE SIGNS) NO LESS THAN 5' AND NO 9'-0 --F- 5'-0 �-I HIGHER THAN 7' ABOVE THE FINISHED GRADE. 5. THE REQUIRED ITEMS MAY BE CONTAINED ON NOTE: SEE SITE LAYOUT PLAN FOR CURB STOPS 2.5' ONE OR MULTIPLE SIGNS. SUBMIT SHOP PARKING DIMENSIONS & LAYOUT OFF OF BACK OF DRAWINGS(S) FOR SIGNS. DIMENSIONS SHOWN ARE MINIMUMS CURB OR EDGE OF PAVEMENT (TYP) 6. SIGN(S) SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND THE CODE OF VIRGINIA SECTION 36-99.11. HANDICAPPED SIGN/ SYMBOL/STRIPING DETAILS N.T.S. 6"x6"x6'-0" PRESSURE TREATED TIMBER CURB COUNTERSINK FINISHED GRADE 1'-0" ►I V-0" ►I /��' ���������������������������� ������������ ����II ��1\ 1\ 1\�� II II II II II PIN #4 REBAR II II II x 42" LENGTH II II II II II u u u TIMBER CURB N.T.S. WATER M. r•�Ir�:��yr:�mi��in•�n�r.���mre��l Side View a 42 Minimum Certification of 95% compaction required d d a d . Galvanized Steel Beam, Q W12 x 14 (min. size) a 3' min. penetration into undisturbed soil , or as approved by the a ACSA. 4' MINIMUM vUM 45* TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 DJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 10 47 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK d a. .4 4 4 a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 Z-4 PIPE'SLOT (2 PLACES) i111illilli�• ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) WATER MAIN PLAN -CLASS A-3 CONCRETE IEGA-LUG ELEVATION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 f COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Z Z Z ' Cw G O LL Q Z Q a- Z W Z Z OIY Q > Ur Z U)Z Z Ld .� �_ Q J w 0 / U_ r 1 r J _ _j OU �� ra�n// Li LL IL O V J U) CZC G W Z Uj Z I- Z) SEALs,`�M4., s 7 F. ONdW dW PAL0 U. No. 002035275 & fin► ,� �� �� ti ♦464666f KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5mO6 1 4" ----- � 2 R d d 6" 7„ e 9° ed °d ° d ° ° e ° d d e ° d ° d d° ° E _ __ 6' 2 -0 THE BOTTOM OF THE CURB AND GUTTER THIS AREA MAY BE MAY BE CONSTRUCTED PARALLEL TO THE CONCRETE AT THE OPTION SLOPE OF SUBBASE COURSES PROVIDED OF THE CONTRACTOR A MINIMUM DEPTH OF 7" MAINTAINED. 6 #57 VDOT NOTES: STONE BASE 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. 5. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 6. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 611 CURB & GUTTER (CG-6) D 4" N.T.S. 2"R NOTES: 1. CONCRETE TO BE CLASS A3. a 2. CURB ADJACENT TO THE ROADWAY PAVEMENT 7 Y2„ dd a 6" SECTION SHALL HAVE A CURB DEPTH OF 21" , WHILE CURB ADJACENT TO THE PARKING LOT ° 18 SURFACE PAVEMENT SECTION SHALL HAVE A CURB DEPTH OF 16" IN ORDER THAT THE BOTTOM OF CURB MAX. °� ° °° WILL COINCIDE WITH THE TOP OF THE ° BASE SUBGRADE. ° ° 3. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, ° d BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A 11 ° SUBGRADE RATE OF 6.4 LBS LIQUID COLOR PER CUBIC 6„ YARD OF CONCRETE OR APPROVED EQUAL BY 12" UVA. BROWN SAND UNDER CONCRETE SHALL ACCEPTABLE ALTERNATIVE HAVE CONSISTENT COLOR THROUGHOUT IF CURB IS EXTRUDED PROJECT. MATCH EXISTING ADJACENT WALKS. » 4 4 4. WHEN INSTALLED TO CONTAIN PERMEABLE 2"R PAVERS, THE TOP OF CURB SHALL BE FLUSH WITH ADJACENT PAVING (BOTH PAVERS AND CONCRETE). ° 6" 5. CURB SHALL BE 3' ABOVE ADJACENT GRADE TO d ALLOW FOR SOIL AND MULCH IN AREAS SEE NOTE d SURFACE C ADJACENT TO PERMEABLE PAVERS. #2 ° °d ° ° 4 BASE 4 SUBGRADE 6" STANDARD 611 CURB (CG-2) 01 N.T.S. SWM-DR VARIES a „ 2 (4) %2"x4" N ADHESIVE )K )K BOLTS, SELF 1/12 D tj LOCKING HEX. NUTS, FLAT D WASHERS r -ZiFOR QUALIWATETY 4" IORIFICE. I/4 D EE FLOW I�9IZDEA r CONCRETE CRADLE OLES PIPE SIZE CRADLE CRADLE CRADLE INCREMENT, IN NCHES BOTTOM HEIGHT TOP WIDTH CUBIC YARDS, SWM DAM METAL PLATE DETAIL WIDTH (INCHES) (INCHES) PER LINEAR (NOT GALVANIZED) (INCHES) FOOT OF PIPE ROUND OR SQUARE 12 34 14 32 0.093 CONC. SWM DAM 12" MAX. 6" MIN. 15 38 15.75 35.5 0.110 OPENING THROUGH 18 42 17.5 39 0.129 N SWM DAM. w 24 50 21 46 0.168 o W 0 30 58 26 53 0.233 _ _ 36 66 31 60 0.307 I � 042 74 36 67 0.39090 I CONCRETE SHALL BE CLASS A3 I )K BUT NOT LESS THAN 6" OI O OFTBASIN+]+\ )K )K IF THE PIPE IS LAID IN AN EXCAVATED TRENCH, THEN THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE - - - - - - - - - - J UE THE TRENCH MAY BECOME THE CRADLE FORM).. DETAIL FOR METAL PLATE AND SIDE VIEW OF SWM CONCRETE CRADLE IS TO BE INSTALLED UNDER THE ENTIRE WATER QUALITY ORIFICE DAM WITH DEBRIS LENGTH OF CULVERT AT EACH STORMWATER MANAGEMENT BASIN. CONCRETE CRADLE IS TO BE PAID FOR AS MISCELLANEOUS TYPICAL SWM DAM CONCRETE AND SUMMARIZED IN CUBIC YARDS FOR EACH PIPE LOCATION �UUNWHERE ATE MUST BE FIT CIRCULAR CONC. SWM RISER APPLICABLE. ROUND OR SQUARE PIPE OR SWM 12" MAX. 6" MIN. DRAINAGE OPENING THROUGH WALL STRUCTURE VARIES 2y 3�" (n DEBRIS (4) Xi"x4" I I I I I RACK ADHESOLTSIV ELF I o ' o - p r LOCKING I TOM WATER n FLATNUTS, I \ I OFBASIN 4" QUALITY WASHERS - - - - III > ORIFICE \ _ \ _ / OR SIZMETAL ES I II I o - o I II II II Ir II�PLA E -� (4)Y4" DIA. _j_j �--LL L I --J HOLES N DETAIL FOR METAL PLATE AND SIDE VIEW WITH DEBRIS RACK METAL PLATE DETAIL WATER QUALITY ORIFICE (NOT GALVANIZED) TYPICAL SWM DRAINAGE STRUCTURE �� STORMWATER MANAGEMENT (SWM) DETAILS SPECIFICATION ROAD AND BRIDGE STANDARDS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE SHEET 3 OF 5 REVISION DATE (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) 302 114.06 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURWHENCG-3 IN LINEAR FEET) DETECTAB E WAQRNNG SURFACER(AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8' "$"°" 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10.1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1�/Z /v\\\ 6. CURBCURB TRANSITIONSADJ CENT TO CURB RAMPS SLOPE U BINCLUDED A PAYMENT CURBCURBA •�w 9��Y�%���%v�%i�%��T�i��i��� IN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED?\/\/ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MA X AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY $a° CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �� AND USED BY PEDESTRIANS. X i /%^�i��i�%�i�.ii i 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 11 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND MAX, -=111-11 THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 (p - PERPENDICULAR TO THE CURB. � of i -III=III=1_I1=III=III=11 = 5' MIN II II II II I II II II I II I II II III - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT =III=III=III _-_ - - - 11-III-III=III=III=III=III=III:-IILI $ s IILI1= - III=III=III=111-111-III=111=-III= - =0000 ee°o ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN III -III 11= = TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. , EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF o 1.6" 2.4" C C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE � � o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - 0 0 0 0 0 0 0 0 0 0 0 0 THE BACK OF CURB. v LANDING RAMP + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o t$a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v $egos N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a°° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-657. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER 10 DETECTABLE WARNING o AT BACK OF CURB I 0.9"-1.4" SEE NOTE 12. r� BASE DIAMETER VARIABLE FULL WIDTH OF RAMP FLOOR - PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL XV DOT SPECIFICATION C G -12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS 105 (GENERAL NOTES) SHEET 1 OF 5 REVISION DATE 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 an ego _mWm_ ON NONE NX -NMI 0 PLAN VIEW eMeA y �CqC K 3:j�GOpeNr e 3 \ 2 I - - �+, TYPICAL CULVERT I ROUND OR SQUARE 12" MAX. ITTHROUGHNTHEENING - - WALL I: 4'-0" - SIDE VIEW SWM DRAINAGE STRUCTURE DIA. X 6" LG.ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES. PLAN VIEW (TRASH RACK NOT SHOWN) TRASH RACK (SEE STD. SWM-DR) -SEE NOTE 6 METAL PLATE r DEBRIS RACK CLASS A-3 CONCRETE TO BE USED TO FILL SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE. rRVIVI VILr11 (DEBRIS RACK NOT SHOWN) Y2%4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER. Y4 2 3/4" t 1 YI��I I_)/2"X1)/" ( BOLT4 IIIIIIIIIIIII H/4" IA. Y4" METAL PLATE R Y4" 1 Y4" SIDE VIEW OF BOLT WELDED L'1- ON TO METAL PLATE SIDE VIEW FRONT VIEW DETAIL FOR DEBRIS RACK HOLDER TOP VIEW TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE HOLDER DETAIL ABOVE) �P+ STAINLESS STEEL 3/8" DIA. BARS 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE SWM DRAINAGE STRUCTURE. 2• DEBRIS RACK MAY BE FABRICATED FROM WELDED 3/8" DIAMETER STAINLESS STEEL BARS OR 1/2" THICK HIGH DENSITY POLYETHYLENE. 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. 4. THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN HOLDER BOLT IS LOCATED ON THE METAL PLATE THE 1/2" DIA. BOLT LENGTH IS TO BE REDUCED 1/4 LG. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE IS TO BE GALVANIZED. ❑❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ IN ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) ❑ El El ❑ El3SUARE "j8DIA4 HOLES R ❑ ❑ ❑ ❑ ❑LN MAX. (SEE NOTE 2) _❑❑❑❑❑❑� V-0" MIN. 1'-0Y2" MIN. FRONT VIEW HIGH DENSITY POLYETHYLENE I` SIDE VIEW DETAIL FOR DEBRIS RACK METAL (FOR WATER QUALITY ORIFICE) SPECIFICATION STORMWATER MANAGEMENT (SWM) DETAILS REFERENCE DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTATION SWM-1 NOTES: 1. COST OF TRASH RACK AND DEBRIS RACK ARE TO BE INCLUDED IN THE BID PRICE FOR THE STORMWATER MANAGEMENT DRAINAGE STRUCTURE. 2. STRUCTURE MAY BE PRECAST OR CAST IN PLACE. SEE SHEET 2 OF 3 FOR DETAILS ON PRECAST STRUCTURE. 3. WEEP HOLES SHALL NOT BE PROVIDED. 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4'-0" OR GREATER ABOVE INVERT OF OUTLET PIPE. FOR STEP DETAILS SEE STANDARD ST-1. 5. FOR DETAILS ON METAL PLATE, DEBRIS RACK AND TRASH RACK SEE STANDARD SWM-DR. 6. MARK HEIGHT OF STRUCTURE, IN BLACK, WITH 4" HIGH NUMERALS AND 1" WIDE HORIZONTAL STRIPES AT T INTERVALS FROM INVERT OF WATER QUALITY ORIFICE (ALL VISIBLE SIDES). 7. THE PERMANENT STORMWATER MANAGEMENT DRAINAGE STRUCTURE, STANDARD SWM-1MAY BE MODIFIED WHERE THE STORMWATER MANAGEMENT BASIN IS TO BE USED AS A TEMPORARY SEDIMENT BASIN DURING PROJECT CONSTRUCTION. SEE STANDARD SWM-DR, SHEET 1 OF 5, FOR TEMPORARY MODIFICATION DETAILS. THE SIZE OF THE WATER QUALITY ORIFICE SHALL BE SPECIFIED ON THE PLANS. ADDITIONAL OPENINGS IN THE STORMWATER MANAGEMENT DRAINAGE STRUCTURE TO BE PROVIDED WHEN SPECIFIED ON THE PLANS. - SEE NOTE 6 WATER QUALITY ORIFICE SEE NOTE 8 BOTTOM OF STORMWATER MANAGEMENT BASIN APPROXIMATE QUANTITIES CAST -IN -PLACE CLASS A-3 CONCRETE TO BE USED. MAXIMUM DEPTH (H) TO BE 12'-8". PIPE SIZE 12" 15" 18" 24" 30" 36" 42" MINIMUM DEPTH H 5'-0" 5'-31/4" 5'4/2" 6'4" 6'-71/2" 7'-2" 7'-81/2" CU. YDS. CONCRETE 2.665 2,773 2.878 3,078 3.624 3.437 3.598 INCREMENT PER FOOT OF ADDITIONAL DEPTH "H" - 0.461 CU. YDS. SPECIFICATION CAST IN PLACE STORMWATER MANAGEMENT �VDOT DRAINAGE STRUCTURE ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/10 114.01 SWM-DR �I No s No MENEM MENEM Fmmm, ■■■■■ ���� . .EM .. = o N M I E 5'-4" SO. NOTE: A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' x 2' CLEAR OPENING, SHALL BE PROVIDED ON ALL TRASH RACKS. 41 MEN EVEN' 0 MEMO 0 MEN 1 MI SHEET 2 OF 5 1 REV. 3/03 116.05 I TYP. /z" DIA. STEEL BAR TYP.I2" x 1/2"" /4 STEEL PLATE �E 5'-4" SQ. ES VE BOLTS ADH W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA. B.C. HIGH DENSITY POLYETHYLENE METAL (STEEL) APPROX. APPROX. WT. (LBS.) 188 95 XvDOT STORMWATER MANAGEMENT DETAILS TRASH RACK SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 5 OF 5 1 REVISION DATE FOR SWM DRAINAGE STRUCTURES 302 114.08 VIRGINIA DEPARTMENT OF TRANSPORTATION Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0� �0 Q J 0 V zZ z W 0� LL Q 0 Q z W Z z 0 O- Q Q� > z %� ` z Ld > LL Q Q W O / IL ,J X Iw- a U LL 0 CN) 0 0. z Cz G W z W z 0 SEAL , �s�;�1., Of - ON �� PALMO 0 Lic.14o. 002035275 Fool MAL KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 DRAWN BY ACID APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. w n n Dewberry" Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� I— O V ZZ z ' W r) O� LL Q Z Q Z W Z zo O _ Q � > Ur z U)Z Z Ld J w o / LL 11 1 I J _ 0(.) U) Li Q 0� LL O U) U) z 0� Z W z LU Z I- Z) SEALs,`�M4., s r F. ON PAL RE Lic. No. 002035275� 5* , ti tIOA! ONVA KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5008 A n e% A r j 4 its, �� D e w b le r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O1-- �O � CD Z z DY O0� ago zo- �aQ L.LJw OU LL z >z -w z� z W 2 0 Z Q CW z G U_ LLI z Q > J w O w Q U O z SEAL i � r _ M F. ON � ORE Lic. No. 0402035175 • qr 00,00664,41,44, I:/: k7dN111 I SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER CALCULATIONS DEI PROJECT NO: 50100451 SHEET NO. C6007 A n /1 A r i 0 �'''' Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O zz O� aa0 zo- �aa L.LJw OV LL w Z >z -w z� SEAL z W 2 0 Z Q CW z Z w J J i J w W � Q U) U O z WE f � N �.Z-fRON PALMORE Lc. .No. 0402035275� ... NAL KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE FIRE FLOW HYDRAULIC MODEL DEI PROJECT NO: 50100451 SHEET NO. C7001 McARTHUR SQUASH CENTER EXISTING TREE TO REMAIN, TYP. / / / 0 N G C Ns -�� NS Ae �+ l + +GT S Q GT V B O / NS NS / NS, / JV NS . \ v� Ins MEADOW QB MEADOW \ 185 r � EXISTING TENNIS COURTS 0 BOAR'S HEAD SPORTS CLUB 0 o \ o � v � o � \ MEADOW 91N O T 0 6 IN 9 FG NS 7FG o GT PA NS GT LAWN \ / GT o PHASE 2 -- - NS T GT 10 FG 13 IN PARKING ;OTECTION 10 G 13 IN PARKING MEADOW / DRIVING RANGE MEADOW NOTES 1. PLEASE SEE PLANTING SCHEDULE AND OTHER PLANTING INFORMATION ON SHEET L2. 2. DO NOT INSTALL ANY TREES WITHIN 10'-0" OF SANITARY STORM SEWER (SSWR) LINE. 3. FINISH GRADE IS TO BE 1" BELOW TOP OF PAVEMENT AT PLANTING BEDS; TAPER MULCH TO MEET FLUSH AT EDGE OF PAVING. 4. GROUND COVER AREAS NOT DESIGNATED AS MEADOW SHALL BE LAWN. 5. PROVIDE APPROX. 3' MOW STRIP OF LAWN ADJACENT TO PATHS AND OTHER PAVED AREAS. 6. PROVIDE ADDITIONAL 3" TOPSOIL IN THE PLANTING BAYS AT THE EXISTING GOLF COURSE PARKING. '\ s 1 350 LM 41 1 41SCALE OF FEET lit =40' TREES / c PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING PLAN PHASE 1 SHEET NUMBER L 1 M X N r) 2 U Q PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING SCHEDULE PHASE 1 SHEET NUMBER L2 PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING PLAN PHASE 2 SHEET NUMBER L3 M X N r) 2 U Q PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING SCHEDULE PHASE 2 SHEET NUMBER L4 M X Nt N r) 2 U Q 029 U Y Qz ry �ry +I F- N TREE PLANTING --STAKING SCALE 1 /2" = 1'-0" PREVAILING WINDS LESS THAN 3" CALIPER TREE TREE SUPPORT SYSTEM (2) 2" X 2" HARDWOOD STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOP 6"-8" 0 LARGER THAN TRUNK. SET TRUNK FLARE ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 2" MULCH, DO NOT COVER TRUNK FLARE REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE PROVIDE 3"-4" HEIGHT SAUCER FINISH GRADE PLANTING SOIL MIX SCARIFY EXCAVATION EXTEND STAKES INTO FIRM BEARING SOIL 2" MULCH - FORM INTO SAUCER AROUND EACH PLANT PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED FINISH GRADE �b b � C ob o 2" MULCH, D6NOT COVER TRUNK FLARE FINISH GRADE J J m UPHILL ~o SIDE wo X co o d q o0 0 do TREE PLANTING --ON SLOPE SCALE 1 /2" = 1'-0" PLAN 1/2 ROOT BALL (BOTH SIDES) DOWNHILL SIDE ROOT BALL LIMIT OF EXCAVATION TREE SUPPORT SYSTEM FOR SLOPES STEEPER THAN 3:1 (3) GUYING STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 LARGER THAN TRUNK. ALLOW SWAY IN TIES. SECURE JUST ABOVE LOWEST, STOUTEST BRANCH. INSTALL (2) STAKES ON UPHILL SIDE OF TREE. REFER TREE PLANTING DETAIL -STAKING FOR TREES ON SLOPES BETWEEN 5:1 AND 3:1. SET TRUNK FLARE 2" ABOVE SURROUNDING FINISH GRADE PROVIDE 3"-4" HEIGHT SAUCER REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE SCARIFY EXCAVATION PROVIDE 2"-3" HEIGHT SAUCER 2" MULCH CONTINUOUS NOTE: POCKET PLANT ON SLOPES STEEPER THAN 3:1. PLANTING SOIL MIX AND PLANTING BED CONTINUOUS BETWEEN PLANTS ON SLOPES AT 3:1 OR LESS. PLANTING SOIL MIX SCARIFY EXCAVATION FINISH GRADE 0 1*7 0 d PLAN TREE SUPPORT SYSTEM (3) GUYING STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 �oo 0 0 LARGER THAN TRUNK. ALLOW SWAY IN TIES. 1 wl''emu SET TRUNK FLARE ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 0 2" MULCH, DO NOT COVER TRUNK FLARE 4CREMOVE BURLAP AND WIRE BASKET TO r FULLEST EXTENT POSSIBLE SURVEYOR'S FLAG, AS NECESSARY PROVIDE 3"-4" HEIGHT SAUCER FINISH GRADE STAKE IN UNDISTURBED SOIL, 8" MINIMUM BEYOND EXCAVATION PLANTING SOIL MIX SCARIFY EXCAVATION NOTE: FLAGGING IS ENCOURAGED NEAR PEDESTRIAN AREAS, PAVED OR UNPAVED. OBTAIN OWNER REPRESENTATIVE'S APPROVAL FOR FLAGGING LOCATIONS. MULTISTEM TREE PLANTING SCALE 1 /2" = 1'-0" 2" MULCH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. FINISH GRADE PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 412019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING DETAILS SHEET NUMBER SHRUB PLANTING SCALE 1 /2" = 1'-0" SHRUB PLANTING --ON SLOPE SCALE 1 /2" = 1'-0" ORNAMENTAL GRASSES SCALE 1 " = 1'-0" co x N r) 2 U ry Q PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 452019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE LANDSCAPE DETAILS SHEET NUMBER L6 �rr� rrr rr a 4. it • I '� r � P {{ t J Rr r� u f �•j�_ .rir.r�Y^. 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NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL LLC. t.0 t.0 0 t.0 t.0 t 0 t.0 t.0 o.o t.o t.0 .0 t.o 0.0 t.o a. t.o t.o t.0 a.0 t.0 b.0 t.o .o '0.0 t.0 t.o o. .0 '0.0 t.0 t.o t.o t.0 a.o 1.0 t.o t.0 0.0 t.o t.0 t.o t.0 t.o 0.0 t.0 0.0 .0 t.o b.o t.o t.o t.1 t_1 b.1 t.1 t.0 b.o t.0 t.o b.0 t.0 t.a t.0 t.0 b.o b.o b.0 t.0 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND t.0 t.0 t_0 t.0 t.0 t.o '0.0 t.0 .0 t.0 t.o a. .0 a.0 0,0 t.0 t_c t.0 t.o .o t.0 U_0 t.0 t. .0 t.o t.o t.0 t.0 t.o 0.0 t.0 t.0 t.o t.o t.o 1.0 .D a.o t.o t_0 t.o t.o t.o t.o t.0 t.o t.0 t_0 b.a t.a t.o b.o t.D t.a t.0 t_o 0.0 b.o t.o ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST MEET DESIGN CRITERIA AND COMPLY WITH ANY t.D a.0 .0 t.0 t.o t.0 t.0 t.o a.0 0.0 t.0 0.0 0.0 b.0 .o o.o 0.0 0.0 t. o.a 0.0 0.0 0.0 b.o a.a a.o t_o t.D t.o t.o t.o Q.0 t.o b.o t.o t.a 0.0 t.o b.o t.o 0.0 a.o t.o b.a t.o t.o b.D t.0 APPLICABLE JURISDICTIONAL CODES. 3. PLAN DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED a.o t.0 0.0 t.o t_o a.0 t.0 t.0 t.o a.o 0.0 .o t.0 a.o o.o a. t.o t.o t.o a.o t.o t.a t.o 1.0 0.0 t.o t.o b.o t.0 t.o t.0 t.o b.0 b.0 b.o b.o PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL PROJECT INFORMATION (CEILING HEIGHTS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. t.0 t.0 t.o t.0 t.0 t.o a.0 b.o t.o t.o t.o t.D t.0 t.o 0.0 t.o t.o t.o t.o t.o t.o t.a t.a t.0 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS BY OTHERS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. t.o t.e t.o o.o t.o a.0 t.0 t.o t.0 t.o o.o 0.0 t.0 t.o t.0 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. t.0 t.0 t.0 t.o t.a t.0 t.0 t.0 t.o b.o t.0 t.0 b.0 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALE. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. t.o t.o t.o t.o 0.0 t.o t.o t.o t.o t.o t.0 b0 to t0 t0 t0 to 00 to t0 Luminaire Schedule Symbol Qty Label LLF Lum. Lumens [MANUFAC] Description \ 30 S3 1.000 4769 Beacon Products SLD-24L-55-3K7-3 t.0 t.0 b.o t.o t.o b.0 t,o t.o a.o t.o t_o t.o 44% ``SW, Dewberry,:;;° Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z 5W G Z 5W G Z a_ W L.f_ O Z 2 FA LLI J J_ CO W 0 JN LL a U SEAL*e�#M 0 W s .r PALMORE Licf No. U0 i +A 4 KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE LIGHTING LAYOUT DEI PROJECT NO: 50100451 SHEET NO. LT-1 01 w n r I i �vID o_'�l D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z CW G 0 Z g W z z w J J J w a_ o W a U U O z SEAL �* # M 0 F. ANON S PALMORE Lic. No. + 02035275 ;} KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-501 09.0 _2" Dewberry" E C I n Date: Jan 30, 2020 Page 1 /1 TIDA&10 Transmittal LIGHTING VIRGINIA Lighting Virginia -Central *6q,QNO'� 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project UVA TENNIS FACILITY Quote# LV - CENTRAL-Q19-29547 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part S3 Beacon Products SLD/24L-55/3K7/UNV/3/PEC-120/FTS/ BZT 12' POLE American Lite Pole RNS-12-40-11-AB-XX-TSP (3"X4" TENON) -AB 18' POLE American Lite Pole RNS-18-40-11-AB-XX-TSP (3"X4" TENON) -AB FF00009 Liqhtinq Virginia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 Submitted by Lighting Virginia -Central �oAMs Job Name: LIGHTING UVA TENNIS FACILITY VIRGINIA A'4Rry E�� SLIDE Cat.# Job SERIES ARCHITECTURAL AREA LUMINAIRE SPECIFICATIONS Catalog Number: Type: SLD/24 L-55/3 K7/UNV/3/PEC-120/ FTS/BZT S3 Notes: LV - CENTRAL-Q19-29547 Approvals PRODUCT IMAGE(S) Intended Use: Finish: The Beacon Slide luminaire is available with a • IFS polyester powder -coat electro- choice of different LED Wattage configurations statically applied and thermocured. and optical distributions designed to replace HID • IFS finish consists of a five stage lighting up to 40OW MH or HPS. pretreatment regimen with a polymer primer sealer and top coated with a thermoset Construction: super TGIC polyester powder coat finish. • The upper portion consists of a shade in a • The finish meets the AAMA 2604 choice of decorative styles, topped by a performance specification which includes decorative cast aluminum cap, and to which passing a 3000 hour salt spray test for the optical assembly is mechanically secured, corrosion resistance and resists cracking or • The electrical chamber/fitter shall be an loss of adhesion per ASTM D522 and resists aluminum, decorative fitter designed to surface impacts of up to 160 inch -pounds. accommodate the driver assembly and shall mount to 3" OD x 4" H tenon and be Listings: secured by three stainless steel set screws. • Certified to UL8750 , UL1598 and CSA22.2#250.13-14 for wet locations Electrical: • IDA approved • 100V through 277V, 50 Hz to 60 Hz (UNV) • Power factor is >_ 0.90 at full load Warranty: DIMENSIONS • One piece optical cartridge system consisting of an LED engine, LED lamps, optics, gasket Five year limited warranty (for more information and stainless steel bezel. visit: www.hubbelllighting.com/resources/warranty). • Cartridge is held together with internal brass 25 1/2" standoffs soldered to the board so that it can be field replaced as a one piece optical system. • Dimming drivers are standard, but must contact factory to request wiring leads for purpose of external dimming controls v • Fixture electrical compartment shall contain all v LED driver components. N • A Button Photocell is available for this fixture. • Rated ambient operating temperature -30oC to 40°C. • Surge protection - 20kA • LifeshielcITM Circuit - protects luminaire from Flat Top / Flat Shade excessive temperature. The device EPA:1.1 shall activate at a specific, factory -preset 30 Ibs temperature, and progressively reduce power over a finite temperature range. �25 1/2"�' Controls/Options: • Available with Energeni for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night (see www.beaconproducts.com/products/energeni). N • In addition, the Slide can be specified with SiteSyri wireless control system for reduction in energy and maintenance cost while optimizing light quality 24/7. See ordering information or visit for more details Flat Top / Sloped Shade www.hubbell-automation.com/products/sitesync/ EPA:1.2 31 Ibs CERTIFICATIONS/LISTINGS Sip C us 0 '3000K and warmer CCTs only 25 1 /2" "v N Flat Top / Curved Shade EPA:1.2 31 Ibs UGQL.UII FIUUUL.LJ - LU'tI JOUIYwUIIAO UIIUK; LQJL uiaucnwii, rL J`iLUJ - niuuc. UUV-OYJ--taco HLJBBELL. 0 BEACON Due to our continued efforts to improve our products, product specifications are subject to change without notice. LF.plhslno © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SLD-SPEC JUNE'26, 2018 11:31 AM Submitted On: Nov 5, 2019 1/3 Submitted by Lighting Virginia- entral Catalog Number: ToAMs Job Name: SLD/24L-55/3K7/UNV/3/PEC-120/ LIGHTING UVA TENNIS FACILITY FTS/BZT AVIRGINIA Notes: '4R N I-- ORDERING INFORMATION ORDERING EXAMPLE: SLD/36L-80/5K7/4/UNV/CTS/BBT SLD 24L-55 3K7 E r COLOR SLD Slide 24L-27 27W, LED array 3K7 30001<, 70 CRI 24L-55 55W, LED array 4K7 4000K, 70 CRI 36L-80 80W, LED array 5K7 5000K, 70 CRI 48L-110 110W, LED array FR type 1 2 type II 3 type III 4 type IV 4W type IV, wide 5113 type V, rectangular 50M type V, square medium 5W type V, round wide To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution. Example:4L. When ordering Energeni, specify the routine setting code (Example GENI-04). See Energeni brochure and instructions for setting table and options. Not available with other wireless control or sensor options J Specify group and zone at time of order. See www.hubbell-automation.com/products/sitesync/ for further details. Order at least one SiteSync interface accessory SWUSB or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node. Type: S3 LV - CENTRAL-Q19-29547 FTS LBZT SHADE OPTIONS COLOR CTS curved shade DB Dark bronze textured PEC-120 button, 120V STS sloped shade BL Black matte textured PEC-208 button, 208V FTS flat shade PS Platinum silver PEC-240 button, 240V WH White textured PEC-277 button, 277V GYS Gray smooth BZT Bronze textured CONTROLI BBT Basic black textured GENI-XXz energeni CC Custom Color (RAL#) SWP3,4 SiteSync Wireless Pre -Commission Accessories and Services (Ordered Separately) *When ordering with SiteSync, one of the following interface options must be chosen and ordered separately. Each option contains the SiteSync License, GUI and Bridge Node. + If needed, an additional Bridge Node can be ordered. PHOTOMETRICS Type II Type III Type IV SLD-48L-110-5K7-2 SLD-48L-110-5K7-3 SLD-48L-110-5K7-4 so' Wso, 8 Type V Square Medium SLD-48L-110-5K7-50M 80' 8 8 a Type V Rectangular SLD-48L-110-5K7-5R 80, 8 8 Type V Round Wide SLD-48L-110-5K7-5W 80, 11 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928li-IL!®BELL N En" CC'), Due to our continued efforts to improve our products, product specifications are subject to change without notice. Li�h�lny 02017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SLIDE SPEC JUNE 26, 2018 11:31 AM Index Page Submitted On: Nov 5, 2019 2/3 Index Page Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O 1- �0 J 0 Z Z Z D W O� LL Q Z Q Q Z W z Z Q > Ur Z Q Cn Z Z Ld J > > Q _J W O LL W LLJ a 2 O � U �^ U) U L.f_ LL O C) U) 0. Z CZ G LJ Z W Z D SEAL �* # M 0 s rr � 4}N PALMORE i Lic. No. +D 02035275 ;} �i KEY PLAN SCALE tEVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-502 1 6 al 5 4,1111.0 _2" Dewberry" .,�:�,. E 0 C I n Submitted by Lighting Virginia -Central Catalog Number: SLD/24L-55/3K7/UNV/3/PEC-120/ FTS/BZT Type: S3 Submitted by Lighting Virg inia-Central Catalog Number: RNS-1 2-40-11 -AB-XX-TSP (3"X4" TENON) -AB Type: 12, POLE Submitted by Li2l Virg inia-Central Catalog Number: RNS-1 8-40-11 -AB-XX-TSP (3"X4" TENON) -AB Type: 18 POLE V-OAMs, LIGHTING Job Name: UVA TENNIS FACILITY TIIAMs LIGHTING Job Name: UVA TENNIS FACILITY POAMS LIGHTING Job Name: UVA TENNIS FACILITY VIRGINIA A � 119N Notes: VIRGINIA A � QRN Notes: VIRGINIA A � QRN Notes: LV - CENTRAL-019-29547 LV - CENTRAL-Q19-29547 LV - CENTRAL-Q19-29547 PERFORMANCE DATA ti ' 24 DRIVE 350rl 27W 1 2 2715 98 1 0 1 2798 101 1 0 1 2575 1 0 1 IQ! 3 2713 98 1 0 1 2797 101 1 0 1 2573 1 0 1 4 2748 99 0 0 1 2833 102 0 0 1 2606 0 0 1 4W 2584 93 1 0 1 2664 96 1 0 1 2451 1 0 1 50M 2861 103 2 0 0 2950 106 2 0 0 2714 2 0 0 5R 2833 102 2 0 2 2920 105 2 0 1 2 2687 97 2 0 2 5W 2823 102 2 0 1 2911 105 2 0 1 2678 97 2 0 1 24 55W 5031 5029 91 91 1 1 0 1 0 2 5187 5184 94 1 0 1 1 47727 1 1 3 94 1 0 2 4769 87 1 0 2 4 5093 93 1 0 2 5250 95 1 0 2 4831 88 1 0 2 700mA 4W 4788 87 1 0 2 4936 90 1 0 2 4542 83 1 0 2 50M 5302 96 2 0 1 5466 99 3 0 1 5029 91 2 0 1 5R 5250 95 3 0 3 1 5413 98 3 0 3 4980 91 3 0 3 5W 5232 95 3 0 1 5394 98 3 0 1 4963 90 3 0 1 36 700rl 80W 2 7547 91 1 0 2 7780 94 1 0 2 7158 86 1 0 2 3 7543 91 1 0 2 7776 94 1 0 2 7154 86 1 0 2 4 7640 92 1 1 0 2 7876 95 1 1 0 2 7246 87 1 0 2 4W 7183 87 1 0 2 7405 89 1 0 2 6812 82 1 0 2 50M 7954 96 3 0 1 8200 99 3 0 1 7544 91 3 0 1 5R 7876 95 3 1 0 1 3 8119 98 3 0 3 7470 90 3 0 3 5W 7849 95 3 0 2 8092 97 3 0 2 7444 90 3 0 2 48 700rl 110W 2 10062 91 2 0 2 10373 94 2 0 2 9543 86 2 0 2 3 10057 91 1 0 2 10368 94 1 0 2 9539 86 1 0 2 4 10186 92 1 0 2 10501 95 1 0 3 9661 87 1 0 2 4W 9577 86 1 1 0 1 2 1 9873 89 1 2 0 2 9083 82 1 0 2 50M 10605 96 3 0 2 10933 99 3 0 2 10058 91 3 0 2 5R 10502 95 3 0 3 10826 98 3 0 3 9960 90 3 0 3 5W 10465 94 4 0 2 10789 97 4 0 2T 9926 90 4 0 2 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -user environment and application. ELECTRICAL DATA NUMBER DRIVE OF CURRENT INPUT VOLTAGE SYSTEM POWER CURRENT # OF LEDS DRIVERS (mA) (V) (w) (Amps) 1 1 1 PROJECTED LUMEN MAINTENANCE per erIESNATM-21-11 1 Data references the extrapolated performance projections for the base model in a 40°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. 0°C 32°F 1.02 10°C 50OF 1.01 200C 680F 1.00 250C 770F 1.00 300C 860F 0.98 400C 1040F 0.98 Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104'F). Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 IHLI®BELL N H�wew►r Due to our continued efforts to improve our products, product specifications are subject to change without notice. L ;,rjFr'[•Ir'I!j © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SLIDE JUNE 26, 2018 11:31 AM Submitted On: Nov 5, 2019 3/3 �:merican �:mencan RNS RNS LirePole ROUND NON -TAPERED STEEII LirePole ROUND NON -TAPERED STEEL D19 270 0 PROJECT : ' D19 270 0 I D32.... � ECT NAMETYPEo D32.... �PROJECT NAME: TYPE: D29 z7o° eo 70o QUOTE / ORDER No: D29 z7o° oo '70o QUOTE / ORDER No: D28 so° 270° APPROVED BY: DATE: D28 so 270° 70 APPROVED BY: DATE: so° 270 � so° 270 D39 so°ll270° D49.... o D39 so° � 270° D49.... o SPECIFICATIONS SPECIFICATIONS T20 2.38"o x 4.00" TALL T20 2.38"4 x 4.00" TALL - POLE SHAFT: - POLE SHAFT: T25 2.88"0 x 4.00" TALL Pole shaft shall be weldale-grade, cold -rolled, commercial quality carbon steel T25 2.88"0 x 4.00" TALL Pole shaft shall be weldale-grade, cold -rolled, commercial quality carbon steel T30 3.50"0 x 6.00" TALL tubing conforming to ASTM A500 Grade B, T30 3.50"0 x 6.00" TALL tubing conforming to ASTM A500 Grade B, BASE PLATE: BASE PLATE: T35 4.00"� x 6.00" TALL T35 4.00"� x 6.00" TALL The base plate is fabricated from a structural quality hot rolles carbon steel The base plate is fabricated from a structural quality hot rolles carbon steel OT OPEN TOP plate that meets or exceeds ASTM A-36 with a minimum yield strength of OT OPEN TOP plate that meets or exceeds ASTM A-36 with a minimum yield strength of TSP SPECIAL SIZE TENON 36,000 psi. The base plate telescopes the pole shaft and is circumferential TSP SPECIAL SIZE TENON 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom welded top and bottom 3" OD X 4" H BASE COVER: 3" OD X 4" H BASE COVER: The two-piece ABS plastic full base cover is standard for all 11ga poles painted The two-piece ABS plastic full base cover is standard for all 11go poles painted BL, DB or WH. Steel square two-piece steel full base cover standard on 7ga BL, DB or WH. Steel square two-piece steel full base cover standard on 7ga poles and 11ga painted other than BL, DB or WH, poles and 11ga painted other than BL, DB or WH. ANCHOR BOLTS: ANCHOR BOLTS: Anchor bolts conform to ASTM F1554 Grade 55 and are provided with two hex Anchor bolts conform to ASTM F1554 Grade 55 and are provided with two hex nuts and flat washers. Bolts have an "L" bend on one end and are galvanized a nuts and flat washers. Bolts have an "L" bend on one end and are galvanized a minimum of 12" on the threaded end in accordance with ASTM A-153. minimum of 12" on the threaded end in accordance with ASTM A-153. HANDHOLE: HANDHOLE: A reinforced 3%5" hand hole (2x4"for 3.00" poles) will be installed 18" above A reinforced 3%5" hand hole (2x4" for 3.00" poles) will be installed 18" above Q`' the base plate. A hand hole cover with hardware will be included along with W �° the base plate. A hand hole cover with hardware will be included along with grounding provisions. 30 2 grounding provisions. i30. POLE TOP: POLE TOP: 1 Each pole will be provided with a welded top plate and tenon or top cap for Each pole will be provided with a welded top plate and tenon or top cap for go' o' poles receiving drilling for side mount fixtures. 90 o' poles receiving drilling for side mount fixtures. FINISH: FINISH: NOTE: ANCHOR BOLT PATTERNS ARE SUBJECT To CHAN;F. Standard color finishes shall be coated with TGIC polyester powder Or hot di > NOTE: ANCHOR DOLT PATTERNS ARE SUBJECT TO CHANCE. Standard color finishes shall be coated with TGIC polyester powder or hot dip CONSULT FACTORY PRIOR TO CONSTRUCTION. galvanized to ASTM A-123 specifications. 400> CONSULT FACTORY PRIOR TO CONSTRUCTION. galvanized to ASTM A-123 specifications. Round•' AnchorLTS CATALOG. RNS-10-30-11 ....POLE 0 M. 3.00 DIMENSIONS .. 3.00 11 55 8.00 0.75 BASE DETAIL 7.50-8.50 • - : • ABT-080-4 0.75 17 AL 90 :- 10.8 150 2009- MPH 8.4 150 PH 7.8 150 120 MPH 6.4 150 130 BIA 5.2 MPH WGTIFtPA 150 , 40 4.3 MPH WGT 150 150 MPH EPA 2.0 150 RNS-10-40-11 10 10 4.00 4.50 4.00 4.50 11 11 70 75 8.00 8.00 0.75 0.75 7.50-8.50 ABT-080-4 ABT-080-4 0.75 0.75 17 17 20.8 27.0 150 150 16.6 21.4 150 150 15.2 20.0 150 150 12.6 16.4 150 150 10.4 14.0 150 150 8.8 12.0 150 150 6.0 10.0 150 150 RNS-10-45-11 7.50-8.50 17 RNS-12-40-11 12 4.00 4.00 11 80 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 16.6 150 13.0 150 12.0 150 9.8 150 8.0 150 6.8 150 4.0 150 RNS-14-30-11 RNS-14-40-11 14 14 3.00 3.00 11 70 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 6.8 85 5.1 85 4.6 85 3.6 85 2.8 85 2.0 85 150 4.00 4.00 . 11 90 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 13.4 150 10.4 1 150 9.6 150 7.6 150 6.2 1 150 5.1 150 2.5 RNS-14-45-11 14 4.50 4.50 ; 11 95 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 17.8 150 13.8 150 12.8 150 10.4 150 8.6 150 7.4 150 5.0 150 RNS-16-30-11 16 3.00 3.00 1 11 80 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 5.4 55 4.0 55 3.6 55 2.7 55 1.9 55 1.6 55 - - RNS-16-40-11 16 4.00 4.00 11 100 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 11.0 150 8.4 150 7.6 150 6.0 150 4.6 150 3.8 150 1.5 150 RNS-16-45-11 16 4.50 4.50 11 105 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 14.8 150 11.2 150 10.4 150 8.2 150 6.8 150 5.8 150 3.5 150 RNS-18-30-11 18 3.00 3.00 11 90 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 4.2 45 2.9 45 2.6 45 1.8 45 1.1 45 - - - - RNS-18-40-11 18 4.00 4.00 11 110 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 9.0 100 6.6 100 6.0 100 4.5 100 3.4 100 2.7 100 0.5 100 RNS-18-45-11 18 4.50 4.50 11 115 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 12.0 150 9.0 150 8.2 150 6.4 150 5.2 150 4 .4 150 1.5 150 RNS-20-30-11 _ 20 3.00 3.00 11 100 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 3.1 55 2.0 55 1.7 55 1.0 55 - - - - _---------- RNS-20-40-11 - 20 _ 4.00 4.00 11 120 8.00 0.75 7.50-8.50 ABT-080-4 0.75�17 7.2 70 5.2 70 4.6 70 3.3 70 2.3 70 1.6 70 RNS-20-45-11 20 4.50 4.50 11 130 8.00 0.75 7.50-8.50 ABT-080-4 0.75 9.8 125 7.1 125 6.4 125 4.8 125 3.9 125 3.2 125 0.5 125 RNS-20-50-11 20 5.00 5.00 11 145 8.00 0.75 7.50-8.50 ABT-080-4 0.7512.8 150 9.4 150 8.8 150 7.1 150 5.9 150 4.9 150 2.5 150 RNS-25-40-11 25 4.00 4.00 11 145 8.00 0.75 0.75 7.50-8.50 ABT-080-4 0.75 17 3.8 40 2.3 40 1.9 40 0.8 40 - - - - - - RNS-25-45-11 25 4.50 4.50 11 155 8.00 7.50-8.50 ABT-080-4 0.75 17 5.7 40 3.7 40 3.1 40 1.9 40 1.4 40 1.0 40 RNS-25-50-11 25 5.00 5.00 11 180 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 7.6 95 5.2 95 4.7 95 3.7 95 2.9 95 2.2 95 RNS-25-50-7 25 5.00 5.00 7 260 8.75 1.00 8.00-9.00 ABT-085-4 1.00 36 13.4 150 9.8 150 9.0 150 7.4 150 6.0 150 5.0 150 2.0 150 RNS-30-45-11 30 4.50 4.50 11 185 8.00 0.75 7.50-8.50 ABT-080.4 0.75 17 2.6 40 1.0 40 - - - - - - - - - RNS-30-50-11 30 5.00 5.00 11 210 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 4.0 40 2.1 40 1.8 40 1.2 40 - - - RNS-30-50-7 30 5.00 5.00 7 305 8.75 1.00 8.00-9.00 ABT-085-4 1.00 36 8.6 100 5.8 100 5.2 100 4.0 100 3.2 100 2.4 1 100 RNS-35-50-7 35 5.00 5.00 7 350 8.75 1.00 8.00-9.00 ABT-085-4 1.00 36 5.0 40 2.6 40 2.2 40 1.5 40 1.0 40 - - RoundPOLE Anchor•• CATALOG• RNS-10-30-11 10 3.00 DIMENSIONS •. 3.00 11 55 8.00 0.75 BASE DETAIL 7.50-8.50 ABT-080 4 4 L 0.75 17 JL 2009 AASHTO 7.. WGT11IMPWGT 10.8 150 8.4 150 - ALLOWABLE E.. qM1 7.8 150 MAJJJ1EP EPA MMPWGT 6.4 50 12.6 150 16.4 150 5.2 150 E.. 4.3 WGT 150 E.. WGT 2.0 150 RNS-10-40-11 10 10 4.00 4.50 4.00 4.50 11 70 11 75 8.00 8.00 0.75 0.75 7.50-8.50 AST-080-4 ABT-080-4 0.75 0.75 17 17 20.8 27.0 150 16.6 150 21.4 150 150 15.2 20.0 150 150 10.4 14.0 150 150 8.8 12.0 150 150 6.0 10.0 150 150 RNS-10-45-11 7.50-8.50 RNS-12-30-11 12 3.00 3.00 11 60 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 8.4 120 6.6 120 6.0 120 4.8 120 3.8 120 3.0 120 1.0 120 RNS-12-40-11 12 4.00 4.00 11 80 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 16.6 150 13.0 150 12.0 150 9.8 150 8.0 150 6.8 150 4.0 150 RNS-12 45-11 12 4.50 4.50 11 85 8.00 0.75 7.50-8.50 ABT-080 4 0.75 17 21.8 150 17.2 150 15.8 150 13.0 150 11.0 150 9.3 150 7.0 150 RNS-14-30-11 RNS-14-4011 14 14 3.00 3.00 11 70 - 11 90 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 6.8 85 5.1 85 4.6 85 3.6 85 2.8 85 2.0 85 - - - 4.00 4.00 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 13A 150 1 10.4 150 9.6 1 150 7.6 150 6.2 150 1 5.1 150 2.5 150 RNS-14-45-11 14 4.50 4.50 11 1 95 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 17.8 150 13.8 150 12.8 150 10.4 150 1 8.6 150 7.4 150 5.0 150 RNS-16-30-11 16 3.00 3.00 11 1 80 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 5.4 55 4.0 55 3.6 1 55 2.7 55 1 1.9 55 1.6 55 - - RNS-16-40-11 16 4.00 4.00 11 100 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 11.0 150 8.4 150 7.6 150 6.0 150 4.6 150 3.8 150 1.5 150 RNS-16.45-11 16 4.50 4.50 11 105 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 14.8 150 11.2 150 10.4 150 8.2 150 6.8 150 5.8 150 3.5 150 RNS-18-40-11 18 4.00 4.00 ` 11 110 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 9.0 100 6.6 100 6.0 100 4.5 100 3.4 100 2.7 100 0.5 100 RNS 20-30-11 20 3.00 3.00 11 100 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17F3.8 55 2.0 55 1.7 55 1.0 55 RNS-20-40-11 20 4.00 4.00 11 120 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 70 5.2 70 4.6 70 3.3 70 2.3 70 1.6 70 RNS-20-45-11 20 4.50 4.50 11 130 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 125 7.1 125 6.4 125 4.8 125 3.9 125 3.2 125 0.5 125 RNS-20-50-11 20 5.00 5.00 11 145 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 150 9.4 150 8.8 150 7.1 150 5.9 150 4.9 150 2.5 150 RNS-25-40-11 25 4.00 4.00 11 145 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 40 2.3 40 1.9 40 0.8 40 - - - - - RNS-25-45-11 25 4.50 4.50 11 155 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 . 40 3.7 40 3.1 40 1.9 40 1.4 40 1.0 40 RNS-25-50-11 25 5.00 5.00 11 180 8.00 0.75 7.50-8.50 ABT-080-4 0.75 17 7.6 95 5.2 95 4.7 95 3.7 95 2.9 95 2.2 95 RNS-25-50-7 25 5.00 5.00 7 260 8.75 1.00 8.00-9.00 ABT-085-4 1.00 36 13A 150 9.8 150 9.0 150 7.4 150 6.0 150 5.0 150 2.0 150 RNS-30-45-11 30 4.50 4.50 11 185 8.00 0.75 7.50-8.50 ABT-080-4 10.751 17 1 2.6 1 40 1.0 40 - - - - - - - - RNS-30-50-11 30 5.00 5.00 11 210 8.00 0.75 7.50-8.50 ABT-080-4 10.751 17 4.0 40 2.1 40 1.8 40 1.2 40 - - RNS-30-50-7 30 5.00 1 5.00 7 305 8.75 1.00 8.00-9.00 ABT-085 4 1.00 36 8.6 100 5.8 100 5.2 100 4.0 100 3.2 100 2.4 100 RNS-35-50-7 35 5.00 5.00 7 350 8.75 1.00 8.00-9.00 ABT-085-4 1.00 36 5.0 40 2.6 40 2.2 40 1.5 40 1.0 40 - J CATALOG No. BASE FINISH FIXTURE MOUNT BASE COVER OPTIONS OPTIONS CATALOG No. BASE FINISH FIXTURE MOUNT BASE COVER OPTIONS OPTIONS ORDERING CODE RNS-12-40-11 AB XX TSP BC ORDERING CODE RNS-18-40-11 AB XX TSP 11 BC :::d � AB -ANCHOR BOLT DB-DARK BRONZE D19 BC -PLASTIC STD XHH-EXTRA HANDHOLE AB -ANCHOR BOLT DB-DARK BRONZE D19 I BC -PLASTIC (STD) XHH-EXTRA HANDHOLE BOLTS MB-MEDIUM BRONZE D28 BCS-STEEL FES-FESTOON (GFI BY OTHERS) - BOLTS MB-MEDIUM BRONZE n?a a c_crrn rcc_cccrnnKI lcri MY n7Wroc% ANCHOR BASE FLUSH MOUNT FOR OVERALL HEIGHT OF 12' WH-WHITE BL-BLACK D29 BCA-ALUMINUM DMP-VIBRATION DAMPER LG-LIGHT GRAY 032 NC -NUT COVERS CP50-.50 COUPLING SM-SILVER METALLIC D39 CP75-.75" COUPLING SL-SILVER D49 CP10-1.00" COUPLING HG-HUNTER GREEN T20 CP20-2.00" COUPLING RD-RED T25 NP50-.50" NIPPLE G-GALVANIZED GPXX-PAINTED OVER GALV T30 NP75-.75" NIPPLE T35 NP10-1.00" NIPPLE MBP-MODIFIED BASE PLATE PLEASE TSP-ADVISE SELECT T - 10H UAP ONLY AMERICAN LITE POLE 2800 S. HULEN, SUITE 200 - FORT WORTH, TX 76109 866-474-7200 WWW.ALPPOLES.0 l`,l Index PageSubmitted On: Nov 5, 2019 1/1 CUTDOWN TO 15.5' WITH 30" CONCRETE BASE BY OTHEI FOR OVERALL HEIGHT OF 18' BL-BLACK D29 BCA-ALUMINUM DMP-VIBRATION DAMPER _ AY D32 NC -NUT COVERS CP50-.50" COUPLING SM-SILVER METALLIC D39 CP75-.75" COUPLING SL-SILVER D49 CP70-1.00" COUPLING HG-HUNTER GREEN T20 CP20-2.00" COUPLING RD-RED T25 NP50-.50" NIPPLE G-GALVANIZED GPXX-PAINTED OVER GALV T30 NP75-.75" NIPPLE T35 QT NP10-1.00" MBP-MODIFIED NIPPLE BASE PLATE PLEASE TSP-ADV SE SELECT TC- TOP AP ONLY AMERICAN LITE POLE 2800 S. HULEN, SUITE 200 - FORT WORTH, TX 76109 866-474-7200 WWW.ALPPOLES.CCM Index PageSubmitted On: Nov 5, 2019 1/1 Index Page Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com I- Z w 0 Z Q w z Q Z Lu J J CO J w a_ O W J I- < a N) U O Z III SEAL �* # M i0 F. OIL fu ► piL O f Vic. No. +D 02035275 ;} or,14Z „yet& �►► �s� KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-503 j _l Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� I— O V zz Z)�e Orr LL � Q Z O zo— Z C/) �QZ > EL L X t ' ' OW U Q LL c/)U) oC — wz >z -w z� Z) CONSULTANT z L,I 0 z LU LU �rI-- VJ O z 5 FA L J J_ W H 0 Q 2 U 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 KEY PLAN SCALE 0' 30' 60' HORIZONTAL SCALE 1" = 30' REVISIONS No. I DATE I BY I Description I DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING SCHEDULES AND GENERAL NOTES PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. 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C'E'N_FR CCJU2ZT SOUT:: sA�x Ton Total Illuminance =c 2.09 5.4 0.0 I N.A. N.A. EAST RAMP '-luminaaace ^c 3.96 4.1 3.9 1.02 1.05 (rant steps 1 1 Ton _--uminance =c 0.90 0.9 0.9 T.00 1.00 front ate s 1 2 Tc -__uminance =c I 0.70 1 0.7 C.7 1.00 1.00 front I 777uminance Fc 0.50 0.5 0'5 1.00 1.00 front ste s 1 To ---uminance - Fc 1.20 1,2 1.2 1.00 1.00 -- front ,ralkwa u er PlanarI =_lurainante _e 1 4,88 1 6.1 1 3.7 I 1.32 1.65 NC3RTF7:EA3T STAIR To To ,al Illuminance I Fc 1 3.19 1 5.0 1 2.2 1 1.45 1 2.27 FAVZLION ?A'v'IF: a.I illuminance I Fc 1 1.72 1 7.2 1 0.0 IN.a. I N.A. South Bleachers I Illuminance I Fc 1 2.27 1 1J.2 1 0.0 IN.A. I N.A. SOUTHEAST STAIR Tap Total. Illuminance Fc 3.02 1 5.2 C.a -.73 I 5.:� 9L'L'T�i64EST COURT ENTRY FROM SQUASH I illuminance 1 =c 1 1.69 1 2.9 1 0.4 9CUTnWZZT STAIR Top Total I I11%;MinancG I sc 1 3.03 1 5.0 1 0.$ ;I 5.25 I1IE$T RAMP I T7luminance 1 -c 1 3.76 1 4.0 1 3.0 1'1.04 1 1.11 I -na' re Schedule '.''a,;_ Qty Label LL F DGItCii tson wdtte :",;Mena Filename $i1G Rat�.n I Wl 1.4Q0 MODERN iORMS: #wS-W19I7-$Z mounted at Ift on bun facade 10.9 e36 WS-IIi917-AL.IES 91-Ul-GQ a5 1.QQQ BEACON SLIDE #3LD-24L-55-3K7-SR-CINV mousxted on 20ft oie 55 4386 3LD-29L-55-3Ki-512-i1NtiT.ics H3-UO-G3 34 1.000 BEACON SLIDE #SED-29L-55-3K7-4-UN17 mounted oa 20ft Iacle 55 i831 SLD-24L-SS-SECT-4-IINV.i$a H1-LT0-G2 cmi 1.440 Aurcnzaii ht Iliae Flcad #fi8L16-149-7-P7f-3fl mssunted at Bft en suppcsrt coTurnn 5.9599 435 HSLT6-NS-7-RCF-30.ies Sl-ii1-G0 HR1 1.QOOA1 habet LightingZETA 750 #750-3-1-2-2 mounted at aft soave surface in handrail 1.5 127 750-3-1-2-2,iea. $0-iT0-GO 35a 1•000 BEACON 3LIIaE #3LD-24L-55-3K7-SR-{7NS7 mounted oa 14ft cle 55 4980 3LD-24L-55-3X7-5R-4TNV.ies a33-ifi0-G3 Z O�-- 0 � J 0 CD ZZ Z) O oC L.L<0- 7 Q LD Z Z ..0 V < `/ It >_ > �__ CL LL _! 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FURTHER DETAILS WILL FOLLOW. 4. ARCHITECT AND ENGINEER TO REVIEW ALL INFORMATION TO DETERMINE COMPLIANCE WITH DESIGN REO. 5. TYPE HR1 HANDRAIL LIGHTING AT STAIRS IS DIMMABLE AND WILL BE FURTHER COORDINATED WITH HADRAIL SPECIFICATIONS. South Parking:Plan Rotated 0 Tilted 0 ILLUMINATION LEVELS AT GROUND (FQ Scale: 1 inch= 20 Ft. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Mi CENTER COURT NORTH STAIR Top Total Illuminance Fc 2.39 5.4 0.0 N.A. N.A. CENTER COURT SOUTH STAIR Top Total Illuminance Fc 2.09 5.4 0.0 N.A. N.A. EAST RAMP Illuminance Fc 3.96 4.1 3.9 1.02 1.05 front steps 1 1 Top Illuminance Fc 0.90 0.9 0.9 1.00 1.00 front steps 1 2 Top Illuminance Fc 0.70 0.7 0.7 1.00 1.00 front steps 1 3 Top Illuminance Fc 0.50 1 0.5 0.5 1 1.00 1.00 front steps 1 Top Illuminance Fc 1 1.20 1 1.2 1 1.2 1 1.00 1.00 NORTH PATHWAY Illuminance Fc 1 2.18 1 3.1 1 1 :31 1.68 2.38 NORTHEAST STAIR Top Total Illuminance Fc 3.19 5.0 2.2 1.45 2.27 PAVILION PAVING Illuminance Fc 1.72 1 7.2 1 0.0 IN.A. N.A. South Bleachers Illuminance Fc 12.27 1 10.2 1 0.0 1 N.A. N.A. SOUTHEAST STAIR Top Total Illuminance I Fc 13.02 1 5.2 1 0.8 1 3.78 6.50 SOUTHWEST COURT ENTRY FROM SQUASH I Illuminance Fc 11.69 1 2.9 1 0.4 1 4.23 7.25 SOUTHWEST STAIR Top Total Illuminance Fc 1 3.03 1 5.0 1 0.8 1 3.79 6.25 WEST RAMP Illuminance Fc 1 3.76 1 4.0 1 3.6 1.09 1.11 Ilrwr.I�rlr al•« IQ 10) tt IDO x x m 44 . n •wed 1� TYPE CM1: LCS GRAPH )9 1•D 1 IiG i x IID a: n � •ra ) {arI TYPE HR1: LCS GRAPH l9rr� l w�/ 11/•/11 qu sr Ct IGO m c') 9: fl x •K1 ) 190N TYPE S5/S5A: LCS GRAPH LIMA" IMM& UA& r» 9,p 11:7 IGG 490 1.0 x aD n �o •Kl ) 19en1 TYPE S4: LCS GRAPH Lr.w lrrw aMw :1L .p 100 Sl I s x I• •C •D v n n TYPE W1: LCS GRAPH 6 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �zO J Q 0 CD Z Z Z) O oC w z 00 - z w LL. > V z � Z � Ld J M rrrr W U) LIJ EL � I- O J X w V J J cc a 2 00 O U `r Z _ LL 5 G rn V / rn �1/ / It m � Z W z = W Z� Z) ,r CONSULTANT 3 � _ 2RW CONSULTANTS, INC 2 2750 PROSPERITY AVENUE SUITE 200 r FAI RFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 KEY PLAN SCALE REVISIONS Luminaire Schedule Symbol Qty Label LLF Description Watts Lumens Filename BUG Rating 8 W1 1.000 MODERN FORMS: #WS-W1917-BZ mounted at 7ft on building facade 10.9 836 WS-W1917-AL.IES B1-Ul-GO Q 9 S5 1.000 BEACON SLIDE #SLD-24L-55-3K7-5R-UNV mounted on 20ft pole 55 4980 SLD-24L-55-3K7-5R-UNV.ies B3-UO-G3 Q 22 S4 1.000 BEACON SLIDE #SLD-24L-55-3K7-4-UNV mounted on 20ft pole 55 4831 SLD-24L-55-3K7-4-UNV.ies B1-UO-G2 ® 18 CM1 1.000 Aurcralight Wide Flood #HSL16-NS-7-WF-30 mounted at 8ft on support column 5.9599 435 HSL16-NS-7-WF-30.ies Bl-U1-G0 Q 171 HRl 1.000 Alphabet Lighting ZETA 750 #750-3-1-2-2 mounted at 3ft above surface in handrail 1.5 127 750-3-1-2-2.ies BO-UO-GO fl 25 S5a 1.000 BEACON SLIDE #SLD-24L-55-3K7-5R-UNV mounted on 14ft pole 1 55 1 4980 1 SLD-24L-55-3K7-5R-UNV.ies B3-UO-G3 No. I DATE I BY I Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER EXTERIOR LIGHTING CALCULATIONS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. LTA-301 University Of Virginia Boars Head Resort Outdoor Tennis Charlottesville VA University Of Virginia Boars Head Resort Outdoor Tennis Charl4ttesville,VA 1r MID Dewberry E FBI C 0 Lighting System f le0 ft bNifte: MID Hill" ftraMscor urnnisrolTwf turf Graf! I T1-T4 Go, r7o' 7 TLC-LED-1150 0.05 kW A T5-Ta 60' 60 7 TLC-LED-115D 1125M B .. • 1r *dAV Aw Ortur Lora fittire A Tensile 1.3 32.2 kw 28 8 Tennis 4-6 II 32.2 kw 28 TLC-LED-1150 LED 5700K- 75 CRI 1 115aw 121,000 >81,000 >81,000 >81,000 56 Light Level Summary OtM Flame GafaYYFlt on* I -IJAAi!~ talretflr FitAae mawl Tennis 1 Horizontal 136 121 154 1.35 1.12 A 28 Tennis Tennis 3 lI Horizontal Horizontal Its 110 Ila 1.09 1.05 A 28 136 121 164 1.35 1.12 1 A 28 Tennis A Horizontal 137 121 l e5 I M 1.13 t3 28 Tennis 5 Horizontal Ila 110 121 1.10 1.07 B 28 Tennis 6 ilonzontal 137 120 184 1.37 1.14 B 28 ENGINEERED DESIGN By: Jared Brown • File ;g1.57065C • 19-Sep-18 LOCAT"altEELEyAra 7474- tlBQllr Ty POIJ=am Tl-Tii�Go, rr0�TLC-LEt7-115o7 7 0 - 70'gus - - -- - 29 28 0 SCALE IN FEET 1 : 20 r, 2C' ENGINEERED DE51GN By: Jared Brown * File tt157065C • 19-Sep-18 ,123 ,132 ,1 ,121) ,127 ,1 ,139 ,143 ,1 ,146 ,161 ,1 ,133 +140 +143 ,139 ,127 ,129 ,127 ,128 ,121 ,123 ,132 ,132 T2 i� T3 fbktot:adonfsl +dimensions arereiahve M o,0 mreranca ptllrtt(s} t;:,. From Hometown to Professional I,.)030 l_ mu �lt 1 � We Make It Happen Not to be reproduced r whole or pan without the wrl7ten consent of Musw Sports Lighting, LLC. 41981, 2016 Musco Sports Lighting, LLC. University Of Virginia Boars Head Resort Outdoor Tennis Charlottesville,VA l Tennis 3 Use: 7S:7 1 Court -12' Spacing 10.0' x 10.0' 3.0' above grade a FAsuisulwro HCR2.Cwr tso Entire %rid Guwom*m4AUeteir: ioo Sonkoeralglr 135.95 vacalnu r,. 15A Mrlimum 11 t kq / I,f ,r 1.12 GuelorlleFi Mix / Mm. L) Mal / Mir 135 COG (Adwtnt ph): L18 CU 0.13 No. of Points: 32 1. _IWtV tJtl nevi+, al-i; tr C4iov/CRr 5700K - 75 CRI Eumi a" Qutpul. 121,000 lumens tors- a4 tawrtrrar•tx 2a Total Loid 32.2 kw L- W- ttmew" flow r.10 on tea trs tilt) M. 71C-LED-1150 >81,D00 >SIAM >81,1700 Reported per Tilt-21-11. see lumina Ire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0-95 dirt depreciation faetoc Field Measurements: Individual field measurements may vary from conlpvter'calculated prodmVon3 and 5houid toe taken In accordance with I£5NA RP-6-15. Elac I System Requlrorrrentcs Refer to Amperage Draw Chart and/orthe "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located wlthln 3 feet (Ian) of design locatlons. C IT UI We Make R' Happen Not td be repradta:ed n whuia or pan without the wrttrsn ctrnsefrt of Musur Sports Llghlmg, LLC. 01981, 2016 Musm Sports Lighting, LLC.. r �• r• r � qTY LUCATION stzir ary ELEVATION IBi1iT IYPE POIE (A'1 ar�i a T1-T4 En 6tit Te c tEn:usp ^y r o a T1 tsk� r -- 1 l I i U sit T4 SCALE IN FEET 1 :20 a 20, 4V ENGINEERED DESIGN 8y° Jared Brown • File 9157065C 19-Sep-18 f f F flit =AT= -- 10 --_..-��EYATgN_ I®r1A1T TY i ___TYPE. PULE GRID Gilles-4 TS-T3 60 - 64' TLC72-1150 7 7 0 - - -- - 28 28 0 4 TOM" T8 1 SCALE IN FEET 1 : 2D 0' 20' ENGINEERED DESIGN By: Jared Brown • File 11157065C + 19-Sep-18 ,115 ,110 ,110 ,115 *l ii 0 i118 I ,118 ;110 +119 +116 ,116 +119 +118 +112 ,112 +118 , B ,1 +112 ,118 , mg ,116 +116 ,1 9 f118 +118 11,1 ,135 ,135 ,124 1i� li +1i�!g 4.129 ,130 ,129 ,14411 .141 +134 ,16211 ,147 ,133 U �. ❑ ,1 ,147 ,133 ,144 ,140 ,133 128 ,129 ,128 ,135 ,135 ,123 +121 0 0 0 i� T3 Maine., Tennis 2 Sur 1 Court - 12' Spacing so�nr 10.0' X 10.0' IluNftt: 3.0' above grade s Entire Grid ' aarraaeaeed Awralr: Ica Kan +ay I'v 115.98 W.Atmurw 119 t,1 mtrum: 110 A / Me- _ 1.06 OAlrrr tt�i Nltrl / F4n: -Lt WtJMn 1.09 UG I[Mwfnl p:st: 1.07 CU. 0.12 Noat fblam I 32 tutilswtlrx varcrilomfli T COW/Cott S70OK-75CRI I wtriWnr Output: 121,000 lumeru Mwe0WniaaVUJ 28 Total Load 32.2 kw tMr,tw Aserara, Urr a wo typo tic Ilim uoin ttrtiir+ TLC-LED-i1S4 >81,000 I >81,006 >81,000 Reported per TM-ZI.11. see 1pminalre datashael for 0etaPs, Guaranteed Performance: The ILLUMINATICN described above is guaranteed per your Musco 1 warranty document and Includes a0.95 ' dirt depreciation factor. Flefd Measurements: Individual field measurements may vary from 1 computer -calculated predictions end should be taken In accordance with IESNA RP-6-15- Electdcal System Requirements: Refer to Amperage Draw Chart and/or the "Musto rantrol System Summary" for electrical sizing. Installation Requirements; Results assume 3 3% nominal voltage at line side of the driver and structures r located within 3 feet 11m) of design locations. I Pole location(s) -l-dimensions are relative teo.0referencepointis) We Make R Happea. Nol to be reproduced in whose or part wttnout the wri lten consent of Musc c Sports Lighting,11C. 01961, 2018 Musm Sports Llghtng, LLC. University Of Virginia Boars Head Resort Outdoor Tennis Charlottesville,VA Nance: Tennis4 Owl '.ur 1 Court - 12' Spacing s..»".na. 10.0' x to.V Ho :3.0'abovegrade • %AU%TAL40WX02i?rf'IA, rru•.tiAMXtt Entire Grid OmrsaftwA mv: too Scan krertln 137.22 va rrtu- 165 Mnilum 121 kgTJMe 1.14 Gwoomom Moo I on! LI Moo / Mn* 1.36 uG (447artnl post: 1.17 CU. 0.13 No of Punts- 32 t t'n,,.tlYu: r. �rt k'd}tL'h Cc40r/ CRr 5700K - 75 CRI. tummyr* Output 121,00D Iumens ea& of tarrrrinairres fib Tow LW5 32.2111 ",;Moue, u n"u" MFe tf1)an Liz in tot; °. TILC-LEA-1150 >81,000 I >SIAM. I >81,000 Reported per TM-21-11. see suminalre datasheet for details. Guaranteed Periormanw. The ILLUMINATION described above is guaranteed per your nhusco Warranty document and includes a 0,95 dirt depreciation factor. FIM Measuremems: Individual field measurements may vary from computer -calcined predictions and should be taken In accordance with IESNA RP-6-15. Electrical System Il•quimm•ntc: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" �j for electrical sizing. I I Installation Requirements: Results assume ± 3% I�JI nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. C - ,r Pole IDcatlon(st +dimensions are relative to O,U reference porntfs) Wo Make It, Happen Not to be reproduced In whose or pan witltavt the wri tian consent of Musty Sports Ughting. tl-C. 01981, 2018 Musm Sports Llghung. LLC.. Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �0 J 0 V Z Z D O DC L,j n r••� z Q z zo_ O w> � Z Q > - ` T Q w U) LLJ I_ > n a••� H 0 LLJW °C Q O U O " � � z 75 G C� J VJ Er Z LU > Z _ W Z� CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 SCALE 3EVISIONS No. I DATE I BY I Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER SPORTS LIGHTING CALCULATIONS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. *PROVIDED FOR REFERENCE ONLY - SPORTS LIGHTING CALCULATIONS AND DESIGN LTA-302 PROVIDED BY MUSCO - DRAWINGS ON THIS PAGE SCALED BY 0.90 TO FIT. EQUIPIV ENT LIST FORrSHOWN LOGATK711€ GRADE I ELEYRTI6X,_ FIH®IT,_ QTY. THerr t oi 7TrE_ PALE GRID GR105 4 T5-T8 W. 60° TLC-LEa1no 7 7 0 4 191111111113 28 28 0 E T5 J �1 T8 SCALE IN FEET 1 :20 niiiiiirmmmmmmmmmm 0- 20, 40' ENGINEERED DESIGN By: Jared Brown • File #157065C • 19-Sep-18 EQUIPMENTr5HOWN ell' IOCAiIOM ILQE eJEYATKMI IIB:aff TYle FOta TM Wm 1NE GR903 4 T1-T4 I 60' 1 60, TLC-LEO.1130 7 4 1 Tlai 1 28 Y8 0 C X SCALE IN FEET 1 :20 0' 20' a0 ENGINEERED DESIGN By: Jared Brown • File 11157065C • 19-Sep-18 0 TB L +116 ,110 +110 115 -� I _12 1 +119 +119 +121 +121 +119 +119 .121 +121 +116 +116 +121 121 +1 T6 ' 16 121 +121 +119 +119 +121 I ,.1?1 +119 r119 +121 6 +1 � 5 +110 +11 D +1 19 T7 Polelocation;s) +dimensions are relative to o,o reference points} University Of Virginia Boars Head Resort Outdoor Tennis Charlottesvil Ie,VA GRID SUMMARY Name: Tennis S Sue 1 Court -12' Spacing 1041111 10.0' K 10.0' Me re: 3.0' above grade ILLUMINATION kAANMTA14f D HOPa2fkvT4 �6,tTi b4:A 1 S Entire Grid GwIraMatll) I' ]11110 :hart +taste' 117.67 hkiranwrtt 121 111r4s ufn: 110 *4/ MINE I i 8uaaatumasir oar: L7 altar/Mis; 1.10 UG (adaant ptii 1.08 Cu' 0.11 Mo, of Points, 32 LVV11"e2 N(ytfMlrtrr CcW / CPtt 57ODK - 75 CAI LumMary +Ouip W : 121,000 lumeffs ►ia. M LunraslYa#a aA Total Lan 32.2 kW 4sar+srtsrrr ftpr tip an UO M 470 11 TiC•LED 1150 ).81,DD0 I >81,000 >81,000 reported per Tm-a1-11. see luminave datasneet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measuremems may vary from computer -calculated predictions and should be taken In accordance with IESNA RP-G-15- Elel: cal System Requirements: Refer to Amperage Draw Chart and/or the "Muwo Control System Summary" for electrical sizing. Installation Requirements: Results assume t 3% nominal voltage at line side of the driver and structures 100Eed within 3 feet 11m) of deslgn locations. mUscIP We Make it Happen Not lobe reproduced in whole or pan without the written consent of Musp Spores Llghtrg, LLC. D1081, 2016 hduscu Spurts Llghbng. LLC. University Of Virginia Burs Head Resort Outdoor Tennis Charl ottesvii Ie,VA GRID SUMMARY Name: Tennis I rut 1 Court - 12' Spacing •4- 1 10.0' . 2C.0, tirrit: 3.0' above grade 6 a. MUWrAMU itl'}52iAT4. lOdliA4j(IS Entire Grid 11111 Mad Avenge: Mill - - - - flan Aemrs8.•135.97 lJaasnun. 164 M411frum: 121 A2/Mili 1.12 OsraPeried Mil f Mn: L7 _ lies ( Mil, 1.35 UG (AQyae+mt phi: 1.18 rnr o.13 No at Porm _ 32 Color / C'lti 5700K - 75 CRI tum maid a Output: 121,0W lumens — Nrw ar Ltortoll +1 2 +132 +124 J l it Ttrtal IoaM: ?J.z.2 kw toner 32 Lunrtera IMP+ L10 tan tlo Pro L ,% r. . TLC-LED-115Q >81,009 >81,001) 1 41,000 +1 7 +127 +129 .127 Reported per TU-21.11. See luminanre datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco ,159 +143 +140 +133 Warranty document and includes a 0.95 dirt deprerkanon factor. Field Measurements.: Individual field measurements may vary from +154 +161 +146 .132 computer -calculated predictions and should be taken In accordance with IESNA RP•6 15. Electrical System Requlremari Refer to Amperage Draw Chart and/or the "Musco Control System Summary" +1 +1 +146 ° +12 for electrical sizing - Installation Requirements: Results assume 13% nominal voltage at line side of the driver and structures LLLIIi +1 9 +143 +140 *1 located within 3 feet (1m) of design locations, .127 129 111 +132 +124 kI Pole locadonls) +dimenslons are relative to 0,0 reference points) . , musf We Make ft Happen Not to he reproduced in whole or pis without the weellen eoneant of Musco Sports Lighting, LLC- *1981, 2018 Musco Sports Lighting, LLC. EQUIPMENTtf AREAS SHOWN WY LQCJITIOM EYAiIOa FIB®Ir rMli POLE GRID GRIDS 4 TS-T8 60' TLe•lrli-ilSn _ 7 7 0 4 1 28 28 0 0 0 0 SCALE IN FEET 1 :20 0' 20' 40, ENGINEERED DESIGN By: Jared Brown * File #157065C a 19-Sep-18 SCALE 1N FEET 1 : 120 0' 120, tad' ENGINEERED DESIGN By: Jared Brown a File 41151065C a 19-Sep-18 T6 L +120 ,123 135 +12 +128 +129 +128 +1 � I I j 1 +133 +140 +144 +1 i +132 +146 +161 +1 ii 1 +132 +146 +161 _1 C,4 --1 i +133 +140 +144 +140 t � s 1 +1.8 �129 +128 +1 I I I I +1 0 +123 +135 +1 I ;l It T7 Pale locations) +dimension arerelative to 0,f1 referencepaints) PQIe locations) ♦dimen sions are relative to 0,U reference pointj5) University Of Virginia Boars Head Resort Outdoor Tennis Chart ottesville,VA GRID SUMMARY Plairte: Tennis 6 Saw 1 Court - 12' Spacing spalonC 10.0' K 10.0, haeli 3.0' above grade ILLUMINATION MII+f•= 6 t ii Grid falirlolArd llntefryr: stud Ran Anse 136.63 Waundisit 164 lr wors nt: 120 *4 / 11 1,14 Ouwaeeef Rau / alone L7 "am /Mw- 137 UG (ScIiiiacenl pits): L17 Cur M13 No, of Poatcs 32 Lt/MapWat NOIUhITrt)h Color/t;RR 570OK-75CRI 121,000 lumens lea. of tuffosail4t N iota: L of 32.2 kW L--rr rrpr 11.10 an UOM CIO In Tli D-11W I >81,OOD >81,DW >81,000 Reported per Tiv-i1-11. See lu+ltlnaure ciatasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer ­calculated predictions and should be taken in accordance with Ili RP-li Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume t 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. MUO We Make It Happen Not to be reproduced in whole or pan without lire written consent of Musec, Spuds Lighting, 1iC, Z1981. 2016 Musco Sports Lighting, LLC. University Of Virginia Boars Head Resort Outdoor Tennis Charlottesvilfe,VA INCLUDES: Tennis 1 Tennis 2 Tenets 3 Tw,rrs 4 - Tennis 5 Tennis 6 Electrical System Requirements: Refer to ArnperOge Draw Chart and/or the "Musco Contml System Summary" for electrical suing. Installation Requirements_ Results assume t 3% nominal voltage at II ne side of the driver and structures located with in 3 feet (1m) of design locations. a" LOCATION am RiWTdII I -WoKi I TYKE PALE a Ti-T8 60' � GO' nC-lED-1150 ? a IOU" - 56 r• i.h0r►Haevoayra xe 2:D 2.1. _:r 3az !ae ;s. TLC-tE0-t1SQ 6.8 1 65 5S S.1 A..1 3.7 3 0 mu f, We Make ft Happen Not to tie reprod ucad in whole or pat without lhra writen :Wheel of Mu.m Sports Lighting, LLC. C1901, 2018 Musco Sport. tlghbrtg, LLC. Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z OIiii—sis Iiii—sisO 11< J 0 CD zz_ O oC U_ <1 — Z _ n ZOO R ` v I OC Q Z LL J Ill O U W I-LL ter/ ) Cl) W >Z —w Z� Iii- Z LLI G Q 0 Z Z cr LLJ >_ W J LLJ W W 1 O U Q 2 O II CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 SCALE REVISIONS DI ATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE BMW BMW BMW TENNIS CENTER SPORTS LIGHTING CALCULATIONS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. *PROVIDED FOR REFERENCE ONLY - SPORTS LIGHTING CALCULATIONS AND DESIGN LTA-303 PROVIDED BY NIUSCO - DRAWINGS ON THIS PAGE SCALED 'BY 0.90 TO FIT. lSeib 41 12, eeviiiorr Dewberry' E FBI EAST ELEVATION C L� r WEST ELEVATION 0 NORTH ELEVATION SOUTH ELEVATION "INCLUDED FOR REFERENCE - PAVILION IS STILL IN DESIGN AND LIGHTING SHOWN IS SUBJECT TO CHANGE OR INCOMPLETE Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O QJ 0 CD zz ::) V z O oC L,I < 0- o Q Z z Z0— p zcr Lu > � z�Ld Q> Paz _�Q ww U) >�n o LL LLJ°C �' Q O U O " >- � z I.-75 U)cl) w z >Z -w z� CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 SCALE REVISIONS No. DATE BY Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER EXTERIOR LIGHTING ELEVATIONS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. LTA-400 Dewberry' E BJ C TYPE: CM1 CAT a H^aL1fi S BR-90-NG-LED-7-MOV-27D-HfL-SMJ943LP-Xtt TYPE CM1 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL auroraTght " 'atlI1E ,• HSL16-S TELLURIDE The HSL154 aunt light ubllzes our Interchangeable LED nxsdule while remaining compatible with MR16 Halogen lamps creating a true 'Hytind" luminalre, Coup'lo to a brass 4ody, our Thermally Integrate= LED nxl0ule prravides superior heal dlsslpatIon. longer life and high performance. Our Storm Oral If" lens drainage syslefn prevents water from collecting on the lens to reduce cleaning and stop hard -wafer deposils Ideal for illuminating mid -sized trees and casting subdued lghl on low shruhHary. See HSL T f for additional sire and watOge tapfmns. Features Intrude: ° by • int8rrh2ngcabfe LED Module in 3-12 Wa • Cree XLAMPt) High Intensity (XP-L) LED ..�rI • 2700, 3000 or 4500K (CRI (i0 typ.) �x•.a.ra Stom Dralnna Lens Ora rmge System • The"61y lntegratedklDand Field Serviceable LED Module • TRIAC Dimming to <10% typ. • 12 VAC Electronic or Magnetic Source Compatible Solid Breee or Solid Copper and Grese Construction 4 7,N'r ' i'Sfi - 7Tfi ]GdrYJ :140ae1 IS',#1rr tt 4714" ®a, ' Irlr/f �4�t1T1 "I _ I W Arylw Shroud W B4tlitM shad l42 idlest 1.d'+ ORDERING GUIDEIH!{Lfd-Ili H (HYBRID) SL (SPOTLIG" ib (li LAMP BASE1 S (SIDE KNUCKLEI pa+crurassar;vu+F,p:;.Ar.urssarr7awLE.n 1- 'S0 hKl l LEO - -I WTENAL aHIiD{fO saw LNNF1aa4N (LEDrx'H&%Dwl ACC MO4lNT FINN" Dial erase Imo] 60' Angelo IGI cruoiee Lr WA*r.r No LIMP :S: Fir uaroTwft M rrr Mom Thread I "Tj Natural .Ps-, taut Yam' Fw N*W allot nier to lamp 0tlae I"" >•ryhe tool Nil ttrww. -� �^ lErl rA.. 111Ll1 ears. IMBI N. Shroud �~F!I f� jytlfy�- -?1'D - 1 &11.6-Spmad [1'IR-fq Teidml .iw ar lYl LrvinD Pailw - - - - - _ to Prxmrtec t ens (s13•er>x wr scats I,Rfr aLol DLP LED WATTAGE OPTIC LAO CO4DR per] Mlero Ploro c 1141-M Ppacr so. wr Sias. Ion Dom` M) 511v [H] 10' Nlnorf I=]ZrOCK in frow (Dik®an) '[Inc 6OW T20-12V trens-) MNd.w PV0 DSf 4 w Ca9 2W lAwk- Isae1 31mc.1 [a] opal Iaaa I4:tel Trnwemp a rb MISS M)4D'WWII I"M 4t9 K f eels, Tas4,ial2 pr 11 e221 [12] 12W [flirt l0• TAdw iHow FR1,. 2, 3 e #] Rod tT� Tleai.lTat 4 [AIM Opals ,dlt tart • Jul, 2. Z. W 41'1.3reaen rTM TWU splica Odx ni 1a1. 2. 3, er 4151.0 [Tl, 3, a #) Yelar ITM True snap E+4hly Caeatgw.6tr Nocerened picas. LAD IIa}Al. rFLaiy2, 3 or -1 17e.a„a• t11Ta4'l Ptrtcar tr1.a Mourn r • .....a. -wool. .en vv[raao..l...Y-»cs rx0. tx) • y Le earth -REWnIrW ctnel R.rg. 1 IaOTE yes AMS LEount f;�ds a,r e.n. bras MR 01411D tar mare 099loot r wins. TWIPT ' Ni tat TO atl5,3 1.16 Till Ivr T4 KTY rise CARLSMO, CA PONE fir? 9'42 111'e 1 FAX 7QO 031 2ete 1 ff4 WL8^LE3&WR0"L10HT_C as I ALILORALIGMT:COM t�,N �y hoe mneeunaM1 .rA Mgb.016 AwaraatN iMUras nftnitin te[A Praftfilt tfAoeiBeeMllsaul naaaepren C201ahvfenMYars.brc 4a7'iiEV-75 - PRODUCT DATA SHEET - TYPE HR1 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL GmM Gie Apnwbal By Lat7a Brands 15174 r"y ' 59 M weir. GrJI IrIH'I ALPHABET I �.CA I PH714.2 FA-714-no-aa� EEC2/f:_s m:•fs Job Dame: Contact- Orclong Code.: Fixtura type: Standard 6i'la I 600 %. I I t 1 As"fri tbic 90e OF `. IA %'. if Symmetric 12Cr sf .� `w aleS�Sld•T laalr rrvpam pmaaa tlwaW AYd�a. veyrgn vpa4P, ws mA,gp, grM�w{ar�pra[in rlR.pgn td rgrlto<Rf;rgigrse rsp�;n V112017 ( JrTArW I PagF7Pri a u ror ht*W - �l - - SERIE9. 11p-Td.frFa TYPE CM1 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL TYPE: CM 1 - MOUNT CAT.v SWR- AMS-1-340C-BLP-IiD SMJB J-BOX The 8r4-JB is a 10 cubic inch. sui lace, mount J-bDx nwdlfnod of solid brass The SMJB represents the hghest possible quality in mabarials and construgtwn available anywhara. Use ,when surfool; mounting Iry or 120v fixturaF whara you "ad a wenmg box to endure even the harlihasl akmants; ideal torommial applications Our proprietary gasketed and scrawless fdceptate ellrninetes hrWted wpres and visible hardware, making harlot re Installations fast and nea[. Standard 10 cal»c tnch size with -1 and 8 cubic inch screw on extensions making 10. 14 and 15 co. tloxes or use mutdpl(-. elEterlalane all needed. 1 or 2'hg4e f5 glate cane meclimned plugs lncaudeo ftAw �eaalt 7s1.«I l a&= 812MM a9nrn L[ I 10 win f 5dirwardl -4 cu EY E]aar lkl?, •e Car In Exwrw n ORDERING OUIttE: iIAJ■ SM iSURFACE MOUNT) J8 {JUNCTION BOX) ORDERING GU!11011114� I�.utcltralEFur.�arYlLta 1_dafa+r,IrteT�r>alwrtrra<La fa 1-XX F1xTVRE #TTACIIMGIT FACilLATE KNpICKOYTf IOL&NOZ401TEOPM FINISH [UZ' 1R- NPS Female TIPm acted Hoe (1) S"la Itr ThaaYrd Haim 13] lie (0) Sim, (3) Roar (#) t4 ruin (HAT] Naural Q. Anna. as h talhf. 4 t/7' rtrs•.aeaal Fnaaaq. ryd 112' tawaa•Ysf t#,rr tell I rz f.j riw A-d f 1 t R.a- t41 "i m. an [a+-a'1 a- il-Arq a•wn. [Aral At M1;lj rt MOLAI 5yttam (VILP ID1 ALP Eva C rk .Wes 1 tT Baaea Admmw in M SL LSL are H5L [WI] NKaal PnD tefta9 d mc50nrE lumkMltM- DW EXTEIN's ION I I i O(A i ' CA"MAD, CAL I PMCNE 0" 042 1179r l Fat% year 131 201e 1 E4AIAILSKLESGAId"RALlGHT.00001 1 AURO CALIOrrT.COM tliN M a wnwumv omom a to Okuko illg,01, Avroraffatv@ewvse th 49M IQ at fir ppaYEt Epeaaraa"rfMmA- "on C WIll Ain04YDM ins 01124WV-75 - PRODUCT DATA SHEET - TYPE HR1 LAVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL [� T 15174t'3orwayOrVo PH 71i.25 .11111 lg f 1 1 , a Theo.. 0A 927W I FA)L 77+12M99M LEDDUI:rardl Job Name: Contact. Qrtlering CODd: Fixture NPA: 60' STANDARD BEAM GTANDARD WEAAM - u0E-1T "bDJA 01K SID& 90h You M 12M 2:0M 311n CO n 7-1 w,. Pant Wlddl R -ha,-. --. ; - LF0.pae. rc STANOMW BEAM - LYDFfT FROM QCMA GIDFS Penh M lash 1 2m 2-0ir+ &CM ram li3f 9€+4etp] d u IA u hI u la a LED 9perap a u It It tI YI It u Dam raj 0_lT a2 _0St st ft3l _4�_aIs Q5r 1_ 215 0,70 114 bM tat am �6_ 16n e3 n78 i1 e151 111 n..!11 x 64i ten, t6a nt2 IE11 n.72 Al 577 4e a22 2J1n 27 1Lia 21 0..15 03r 12 e.21 gem 65 0.d4 4f 0.72 31 D.T1 2r 11.72 it m eYRaip lua u 1/rdoFrlaymiar rsrnp - 300015 it = lwKripr kAt ll = "Wrrary' color iwrlp = 3o700N G& VERTiCALASVMMEMIC r a 1 I t i w+Paahwlddt H.aasoaillmghffg00r1anngminwl 9-LFi7>yoaYD fftANM fW aiEfMd - 1.1044T FlMJM 17111E 6.0E STAN014I0 ENE -AM - L✓WFF FROM 50TH 91DE6 myth w".0111 1-2m 2A11 34m 4.11a Path w Rh 1.2111 2-OM $.1111 40111 IAAAnnn SKmailp dE u R u a u lot u LW Nnttg rt u tt u III u M. u 0Zen R5 0.8 73 0.45 57 021 40 0.114 05P1 IM 0,00 i4a 0.5 106 0.77 61 0.42 Lft-9l-fl.R.-3Y _iut� 27- . = " e la . t.aat 97 tLS 74 nit S'4 2m,-Al..-am 2-3m 23 0.119 1s 0.51 13 023 10 CIS 2111tt 49 0S4 37 02 27 DIN 20 an h = mate k,. u = uraformhy Cow femp = 330gtc k-awalip him u= urn Ow" ovior YrP.y = 3MOK 12(r VERTICAL SYMMETRIC w = Pa M WId91 H = harldriall he.0 l CJ00r m nnmifur) 8 - LED spac[g STA NMARD OCAM - UQ14 T MIOU CIMS O11l6 6G1,91iWb 011"M - Lxa n' p10M StMA "040" ileth wedth I12M 2.01111 3AM 4XIM 90M •mil 12M zoo 3.0m 4,Om LED apaamg 1x u ail u t.. u 4x u 65m 147 07 113 0.4 79 0.12 9a 411.011 1.0m 7l-O.I.�SI_.g ___Ag_-fL12 a aw Zeal 35 037 23 0.1T is am 14 e91 dr - awwvp Oar u . ul ifarmKV 0AX IamP - 3DadI'[ Leo Spwcing tx u bE u be u t. u 0Sm 195 0.97 1030.56 111 _ 0.12 �e IIAW ISM -ak Om 52 tl R7 32 O.IL-2.i 6d2 zorri 43 0.25 25 0.15 15 Dom 11 9.01 t-aleseapelux u=undormtty abWrtarnp=30XK nil 0 1A w#vw+tlPr wwlOKY Pawar.lamas'7ra to earW;.awt na[cs, t116nd.aTa a"^Flryl.l7[near.tprnal v.a and aERRlrmaa�v(laW,T. VIIZ017 U ZEIA.r50 I Pigs3o14 TYPE HR1 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL ALPHABET 115274 tom, l2 oIr � PHt 714.254A9a9 AlEY=bel. Ey l ,..r,-,a n-cls 15714 CA " filw rox-T74.,26B,1B9tIa 'qc LED'4A -:..:1: Jab Name: Contact: Oman ng Code: FIVOre Type: ZETA750 Description The 2kTi1151] Ptrdld t• 4rw opal 0eadda sill wndel nailrM LEO hr+riii igtllq'modlra ea the flairIoLdlie warr aanlurdlormrry and plickn rbic olebmasincaDeellirladialklift 4I14C0wf t1 ry" 4 atl(lwTareSaaW s'wYdl rrtas or -,U-s of ba&n e6Nvlbulran lei r detln 61tlgv. The pule an to I In now h7ndrill at nlrof ed nod evicting harldrair. tat Or a.al Ic ouctu es, wA aaeb ow PgvrtlrAll Yfet come and unamu" mom tioK n61171 Pdtw kN41 for trawpa diet Irratlbaol aoalDsl,aea,'acl►rwuMV al hm or to wlift IN / r4h oWl, whO LED Will. The ZETA7a01s ntnlnalaad Eel aaattrogettre 37a fI ' ' tluL 17arar Ci�Mrn IaNawYN all aedetrbale Indudtrq EU-moan. bnww, 4wd supomitcAm de inkew AW iii iTil vil1etT tatorptlarpi sartcdaa n"Wnca}. all *0 eamlmra plY9ed 6f calm Pium conlalt bectery for PI Ise clwam apealr. Ai :nxwldald hwdral holgfia ital punks praridi 11 }oat-aar1N4 4I 11r allflfOa biker TfYey arc oflarad .'m wkbe, narrow and mymn me bow pittwm ETL will aid larautdoar NPIICAC 5-a. For mina - - hmtdrai. the LIS1 pucks ors Omid inslrlfed with roe of lrle ZM790 smiler 04 Tgoi KIL Frc 11,A wxf"M av cOtHher may sae awr" osm ortil Gas and Ihmee ft taps- P1s».+af4f 90 1lar hstaasag0n +ai1TlxYirr'rla. � 0W_�_ Housing - Ex1Elrrwly durabaa 316 utalnfale anet astMa '. flad11 a 1YL4eag, mah 3.5' dIXlnrrrl 20A1VG 5w••a iseda Crokeyewmn of thr WO raredWar talc Yrsm fof al�rWorni, rleavy Waa. Curved tote w - ' �d,�, '� 0d leo..eplirrr».-Z" in ewe tiKew.t b.... �. pwa90+. W a.vmrn.rr a..nd S20'. ��_ Mounting �� � rya al '•,. ,F^ Instal a nladec ala�w ore roc paper lrYtlmlla des�agn. I.fmrdarM m irr wee h clan inau4H4d twoeaed Tt7lipaaF Fite "a+" size • C102OI M% 1.49M 14 100.01Yrn, 3,937n. Thle 1YYa Pi.0 rnrarium will IllsbiYrtii4.1 Shft emain Haavy YWII Pedefnlmurn wal Meklirew- 2-5natr, 0,9201n.. L1Ei} Performance Minkrur tdataxii b4Nman ngh41-I-MAMR%4 M(h%clYae Ilaama+laddrik" Max 1e aprlfe mffiy to com-oted I n YM _ LED. Case xPG Lip OCT Electrical A Led driver i UVIr .001 IOA Yet 27OW CCT: 27wk. 3oom, anoa&, 5000a Ill br 200at • 3'411C. 6C>[1r+11. 1.,+"rlfd ditamolr Ikhar � CHI:' �80' 1191m 40M LA.! 00% N 5l x hn irM11d as 127 hn a99011 - FILM Llslul to IR,2108 11uteDkl for wit buMlareo) LM-ant toatsp-CMLiped to CSA C222 42M 0 Ws"u'v. S f Wnfhe Yrfaninty t tpNE! Iwbd 1d iSl'O IETi�t2 500014 CAI >70 - IPSa 11t1ad - ADA Compaaaa when uipnp laid It dpAnlaw $1.75mn11,1.25', tYa 38. a mm Il 5) O.©. rm,�,- n'e xrK to .o•-:. r�,r aeu.'. mmhc -lad. r . t- t - s Pam Rennie, CCT Beam F*w Type was ThIclim- s 74a owl. Pr 2 2700x a Sirdrd t0" a Gun�cd. 4 a Mowry 2 3000k x=✓yanrrilfb .120- 2 Rat 2 Thin 4 40VIA 3 Aaetrrneerk 90' a 5naot IF �- loam 7�_ How" Vela Cur ad sloe TNa TWl L1rsaA Faso H4arlaT rhea r4arl Fa4e Tian TIAM Flat Fact • Moulds to Inpa s17a: ONff n - of eflntY - Mom= W ma am ailamm - eflnmY • kkelal4la erI arr11®w • klaaTa W ea aulaaw • WMR tt eknaes 22 2.bmrn • We 090refat a I Zonal • WAN the inew a: 2-siren • was aadatoat a 15rtm 7('y, • 1ADamn lrnsad III alnmm •MouUlp oeat2llillRlmm • tlag9argtffTan' NYStit:nrn • MCC"12 ttlra ' Mee.lmm LM-73 IiQureacwactabma0Y4rm11xl.imnn� RagaaadaflnlR4du9fammal.Ms maarlrarq ehstty air fla na:t r-wave aenb count+eynadr01.4QT71 ili I Pogo 104 - PRODUCT DATA SHEET - TYPE HR1 UVA VARSITY TENNIS FACILITY CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL ALPHABET Ateyet ail ay lYa$a 13F� $ Inn. #X 7 I mvar.afpE A Elll 1 �..: ,i LEDRA�r�r.d; Jab Name: Carltact: arrser1n11 C6Df3: Fixture Type: Driver talfsrdi'Iy Po wer Spec. P70a1ii-5o0 2MYtJ� Dm'ar for 2-16 Oft rag 120-277v: ZVI. _LcOmA. rr whrC Etl DaIELV dlmmn0 P70414ZMD-ECO 50WI.E DrMr wr hoe rw 1.1: ft h Pee ohrrew to tllrrer M W1w'.r) If&Eai]V, woM! 1>fiorM. 6 t €R/ n 94l dnnrminM PTOl14_m-s0Lo SLNNLED Duval w/ Wet iw 1-I lt.a+we par clam"} 0 a ..w d'i-,j. 126-Q77V, 60W..100-A, 0.5 DV I,1 %P dlir ' P7444'Q-300404 50W LED Dimmr wy box for 1-15 axarrse r>B chealrrd I1 raltarrwl drl'rerl 120-2M. 50W. 60M A. nQL1 (1 %} drerrllrq P7W4e-WD-s'DL6 $oW LED Driver s1 bow fix 1-I5 Oil- pm chs»d a cnmvI drirerj 1Z427N a5W1. 50f OAa.i (-Yfal dlmlNrp P7ci70-11M SOW LID Beni wY be. 1W 1-T0 firlip" PIK chilinnid GT cherrel dtivaQ /20.2i7V, WIN.. NQM^ L7kA]U' RDM ID%l drrifalq Flats 1. All drmar tg w am nerrat 1 cruel tar dry xlrafo. or„y, wet need nerve wok VP ro be pie-tdm by c9mn iou, ws :awad. a ' llfaf tio+sr6 redo Esfalpfrg PRalrl 2 1t x drill onto" ataemtxy wan 15 - I alnm clmert. ,S 3 1 a drill hop .. a1111t M 1# A I Imp I 4 1 a Mle It I top knerie • 5 5 x PiF Ft �' e2 a aaaaall t.pw'••1 '1 - 7 1 11 terrvrl caiuR NPS* 2 . aerw.a ne.,aa %.-. • 9 1 :IRt AcIrtiw f 10 1 a 2mmAllen wy DUI 11 1 a irsavon teal 12 1 x belle of neling ifud . No mown. ere craalpeng wars. Flental Procedures OW Fatty + Tod ills see rbrbd lull a piA9tl d J61 Ittyi train IIITa d ihlPPil4 • Ktla aI!♦ tYead a tleprala lMD ier 1M met fnreplace iris ka as a t96PC6rl' tq ha kYvdkad a na t � _ l-r, c--� am tuna IX In YNg1ltlrlg ardor. No tlale4 vita h4 itsur! /lie d4 edrarltd WINn Iladtt d Iknt k sprdad far to mauls neltl 9 :s rr s ng' mai E q gpeadla -A m n-nila lglbla.I It F ENM I=EE for calm ab6s errd lobo a dtwrged ter .-V ardm -camaetlLeoft"11eto" ailthneerale skjoctba.1-0. 12 -For Zhu. ra11a' deI£naalhall&aftmunfln.3 solace:111a'IIhKd lSwMode tm,ng WIa%11TXr1 Lm, - Poi their Walt puckw MM 15-W hole 11, maurdiny Aa `ads: am l ame fA9Ye,; 115mrn leap: heir almee I amm "woo MI ex tom u.a - Qrtl Mflar%e ptvwWed M E7tI18rH. w4oa'wW9learrneww cal ale weals rArrhM tnv�,ea'a"permot'rar wrTio-rrrnra, stlsnr�a,-nff-alas reenar aPrlae M7o r4 re Mc®nln vou�ar r1t 2D li I zFWdD 1 Pap4tAil Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O J 0 V zz_ Z O oC Z O z_ o Z C v\J -�%/ -J Z - ` r LL Ov Uj - Cn 0 WZ �z W z� CONSULTANT SCALE z LLI 1� Q 0 z z Cc Uj >_ LLl c J W w O VJ Q O 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 REVISIONS No. DATE BY Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. LTA-500 - PRODUCT DATA SHEET - - PRODUCT DATA SHEET - - PRODUCT CATA SHEET - E C SLIDE SERIES UVA TENNIS NWGHItECt1JF.4L AREA LdMFNAIPE TYPE S4 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL N A•a Approvals SPECIRCATIONS Mlendad ilea: ph"It: The Beacon Slide 11a11hieke is available mth a • IFS Ixnyrhdor Pavda-aoal elo6li - choice of dl owwrt LED wattage cw,eguratiorts ataticAlhj spelled end ilenelocured. and aptical dlstrbutarls designed to replace HID • IFS finrvi Gct'IBlsis of a sae staple lghtlng tp to 4WW MH or HIPS. Prevealme-vl reglrrkv, With z raoarrmer Leiner SlrMOr end tap e.01IM, wnh A 11"er .`ELR COMB&Leaars 5.9w TOIC Porgesto poudar Cal fnish. • The upper portion owersta of a shade er a • Tfas Amish rranats the AAMA 2604 &6aa, Of decorative stye& topped by a periorrhanue speoPrayt urn winch ncudus decorative cast cournine" cap, and' t0 wts0h pttsantg a 3WO hou, Salt spray lost t x nit opllcel ame nby to rnmirt-ay aeaarad. MuTel do rumdance band lasists cracking or • The electrical char r be'/AMter shall be an loss of odr-tor, - ASTM O522 and roasts Burn inum, decors" fitter desivied to strtwe mpacts 01 ur) to T60 ht h-wounds. acrnmmodafa the III assemlbty and &A moum m 3" 06 x 4' H tenon and he Llaprlps: Seabed by them ststainless steel steal se! srxwn. • Cartified to UL8750. UL150 and CSA22„2f2b[J.13-t4 oar Wet locapPns • 117M though 2TM,, 5011 let ED lta IUI41A . Povaar Rotor K 2 0-90 at IUI Kett • Ore pill= optical CAP 1 live SWI DORIS Tvrg of fir LED v,gla®, LID Irnpat, oP,cs. gasket Fwa Grnied warren Year ly (for rndre iRfanretxxl and starless, Bled bealr vbn: nmrurtu+dn,•r,a, M s-,w�,m ,...,k.,g,yppty}. • Cartridge r hrld IOgeter With mterrdl braes standoffs Soldered to the hoard sa I hal i1 can as Add moored as s fore piece coral .system. • Dfrrvrairg sifters ass standard, bul must coruact leddp' to request '"dry, leads for Purpose of "Croal didrtrm® cornlruI5 • Fbdue electrexl rorftpart ent shel doreaan all LED drwa c per ants • A Bi4ton Photocell to "I tar this fixiae. • fimett =own opera" temperature -3D"O to 4MC. • Surge prolactxm • 20kA • LlkamakirA Circuit - protects lurltinwre tan eirceaire temperaLm The denim Shelf ectmate at 8 SPOCIII, fadcry-Dra88t aanp.,01-. and prograish vlY reduce pavver aver a firna lomporatum range. Gonlrobid0{rtlow • Av ta.laalo wilh E iL Wrt kx cytlulal dimming, tlmod dimming wdn s mole delay. or trued cfmmrnLU based an Iona pot tight (see a • h addtrart that Side car W s000ded vnth Blle9tirm tweless medlar ttyu am IW redllGlidR Y7 enr9y and roan ananGn Goal Whiff opbmizm dell ITtaality 21) -1w ordering inlpinalron car vied for moe details Imps�4t-roaeuixaraxn!saEtesmn' C(ERTIFICATIONSIU STINGS Aft c`w�us -�a: r, •mr GGr, cm, PRODUCT IMAGE(S) DaIEIIMONS Iear to Gr•Rl;irgrrl - �vz a+ar t� Beacon Products • 2041 58M Avenue Circle East Bradenton, Fl- 34203 * Phone. 500-3-15-4928 a-•a--aAf'*f'l�R Diu In cur contlnd!n efforts Id ImMIJAM our p^oeucts prawLl cplrcill Gam and suo{ect la ehanga vrlhar rye- - �.,,ar`"aa e o w, r t4�rGox vrrootx-as +ul leaned RnoMea • r� m!! I,m�maum wa w" wa�ex r.xerxre - n.w n tax sLD-mac .rur� zed, to �a l,:ar ;v,< - PRODUCT DATA SHEET - SLIDCAN E. SERIES AIRCHMECWWA. AREA WIWI HIRE SPEWICATIONS Mwded lhm t91Aielh The Beacon Side ILrnirlall e M available wit a • IFS patfidw pleader-mel eoctD- chotos or d lr" LED welter configurations etl3t'c�Nappliedendthenrgd;rad- and Dp0re1 ftributiunt; designed to reclaim HID • IFS Ttr M tnt> I al lellve auge Ighti1g uP to40OW MF'I Dr HI 3. P"0.80. e. rooneln v4el a PDVW fy,max war and pep r %Wh athermioset Curldri allum super 1-0110 poNauter powder owl fetish. • Tina upper pardon c,oralsts o1 a Shade n a • The III nxiots the AAMA 2ED4 etIWCe ddeaeratw e[yir};, l0000d by a Dedanrar" moc1rGNlon which knGWa3 dtaccal a Coal MLrnertum cap, armu to wlecto Ping a 3r70O M. 8adt Spray waft tar aM OPAeW Cmm*la rntiI~,ndoy+ a•aared. rAm7aan re5ettzirce and,[?86t5 craclurnll or Ices rid adheslon per A.STM D622 arts rossis • The rtiagrrd dsnlaalatter shall ioe an tnrlar mptaclaartIptot50ncri-tltluredg. ataatiarm,riaccendMathandesignedId aroulapa M the &hw amW* wad !4-4 nnuot to 2' M x 4' H teen and on l sell new secured bythree stainless dent ad aveWs. • Cor1'"fiad to 1,11,8760. 1.11-1598 and C-SA22.2ra2"s0.1344 tar wnt lo,.a;Ions ILA PP-1 • 1 GOV trfxd.1171h 277V,, 50'Hz to 60 Hz (UNvi • P- !actor . a C-90 at lul road YYArrerlr • Ore Prins oott'atl cart,". system rsdssring of m LED nogme, L£O lamps, olxfa. gasket Fve year limited wnrrnnty ({or rrndle Infwraud- anti starless steal bnzoi visit-'m5ntcr3rpnrnrN rrno.�ssaNr•. sn-nc+vmnnnrvl.. • Cerhidge is had together with inCarml bias•t sfarwoas a oldared to the hoard an that n care txe field moaned as a are place OP1 all sW", • Ginn-" drivers ere sTsndard, but nisi contact Ioatvy to rWje! l vokrrig leach for purpose of "(3171 l tlmtnsng conirds • Fi#tae eliacill GannrJe]t-1 shad contain Wd LED driver conPorentr, • A Su han Phd ell In rraln.ble for this PodLA4. • Rated anitHexi tagxit4ting trdrlperate0"C 10 ao-C • Surge protection - 70KA • LJreehirldnl Cknat pnntac'.s xmrelare Surd wocessne tampamtin ttThe deylce stroll acts -tit ai a st-tic, tritory-preset ioanwat:rra, and prol►ttash'xny reduce power over a finite t8'nD&Utute range, CeMraid0p8o1rt • A�.7ilac]fe With tJrargen arc Gpilorrd sal r&rnnning. III famnring with dmidle delay a tined dlmmn0 basest on 108 of lI (sae l • in el"ape, tie Slide ce r De Up nixed v M 1i11/Bymn' wmlvw MrI"$ System, for w3ucuan In anorgy and rrairrtex,anrp cost wlie uptrnrnV lagt[ qualdy 2417. Sae O'uen q olic'unalror or ASO for moe delaile rr�vaxame}.-rrffisxNar.crereea+nmralflemo CERT1 RCATIOMSI LISTINGS A C US TYPE S 51S5A UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL Apprnlrels DWENSiONS a L d elf y, lIr errrlrl _ $itic'm 30a Beacon Products • 2041 58th Avenue Clrcie East Bratkennan, FL 34203 • Pbunu. 800-345-41323 'l Dun to our Gurtsi l+d ermrM to rrnI.. ulr lomdude, tiaauct tpecdcarkne are suttect ID rdrarga tMMul mite. - V - - ��J o Pd'? f£M, )NPRX o:'IS NI NUI& Rese�• R -i - l Maa..lOrea awlMujpwOlrtm • P11" n USA SLD SPEC IUaE 2e, 2018 71 3t AM TYPE S4 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL ORDERING INFORMATION ORDERING EXAMPLE:SLDf36L-80P5K7I4IUNV/CTSIBBT SLD 2qL-55 3K7 ;4; UNsw� ® ! Y SLO Slide 241 27W, LFD array 3K1 3OWK, 70 CRI LW 120-277V CTS curved shade 08 Daxk bronze textured 24L-55 551111, LED array 47 4OWK, 70 CA PEG,120 litrtmn, 120V STS sloped shade 9L Black male textured 3M-M BOW, LFO array SK7 5000K, 70 CRI PEC-20B haft. MIN' FTS flat shade PS Mbvtjm silver 481. 110 110% LEO array PEG-240 bullet, 240V Will Write texured PEC-277 Dutton 2rN GYS Gray smooth FA type t M Bronze textured 2 type 11 HOT 4sic back textured 3 hype tit GOO-XX- energeni GC GUStom War MLr1 4 type N SWP'^' McSync Wireless 4W type IV, wipe Pre -Commission 6R type V, racbrqular 5ITM to V, sclare medium 5W type V. round wide Acceeaodes and Sa *des i0ndered Separete4y) ibmi0owLORN 141190 sOae tpwny Lar R sea We o,nlarplwwlmLIkMMkca SNA1S8• Sit�lmc loaded ani SB flesh ter ve (Windom based only) ' ldNaidrdAl'K06,Rdle�amrriyoleRfrAVr+elFe4afalrl OEM-p4y:d..6�rr6u�16rdMxrs.,d SVYTAB• SbS,mcWalton TaI Y�a�llebralWyp Mks and opeaaL '"NMIhhgwbdI.wre4eeamow aanoopow SWBRG SileSrmcWrolenBridge Node • ld.JlleelpmaaaM al d- Neat eM -�• •--•-•`-"=,•"-- W---ahA, brtatr aAat OAYdlrrone saealnd WllrYn4'mlM7ry`141Sar^ ..lent Spoon rx�atx S+resyT¢I.rfenae '-ar"+fersal'M7rt3it'aaw'atd U,ofiy' wurA•nt8rGo reft'o CAWaliW tia'k+t•1 POW IIa,aA6ify} Mai .reane'y farM1 rin•pa Nlrlalrs inn Srtt.Sylw Ueares.'�a are &Idge raotla . II ee-nced, an ao4il.VaR1 at ape Woe utn bR ardent PHOTOMETRIC"$ Type n Type III Type IV SLD-48L-110.5K7-2 8LD-48L-110-5K7.3 SW-48L-110-5K7-4 W W W r WfP W r N,W ar W r WW W W fir W W W W M' W a W W R. W W av Air W W I Type V Square Medium Type V liectarvI Type V Ro id Wide SLD-48L-110-5if7.50M SLD-48L-110-5K7-5R SLO 48L 11D-5K7-5W v 1s a a Ilear n WW WW 411, �. , 4tr 1t' sr = W fir W W � = W W' W W M w an ,e Boman Prlsduet9. 2041 581M Avenue Clyde East Bredeltlon, FL 34203 • PI1dlfle: 800-345-4928 Dun W o r continued eft ea din a our oduclis, product r'�•. �,-.-. Pero'+ p Prod sP�dicaitons ar0 surliest [p change without name. C 7rj17 �JtLlel maDl>LrS, Alf Rpao ReaOrMd • Fv mert,I'Nrmlanan Vag aLi aanW@ r•rrr.aocarpradu,cW,mrrr * lklmad b lRA SLip(; SPED UCNE 2fL 201 a t 1 3'- AM - PRODUCT DATA SHEET - TYPE S51S5A UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL ORDERING INFORMATION ORDERING EXAMPLE SLDn6L-BOI5K714NNVICTSIBBT SLD SU Slide 24L-27 27W. LED armory 3K7 3000K, 70 CRI DNV 120-277V I CTS curved shade O8 Dark bronze lecure t 241 55W, LED array 4K7 4000K.10 00 PEG-120 button, 120V STS sloped shade 81. BIwk riving textured 38L-80 BOW, LED array SK7 5000K, 70 EN PECr2A8 tXlltgn, mil ir5 1131 shade PS Platinum silver 40L-110 110tN, LE0 array 1'1`'1"r�4'i laltmn, 24DY WH Mile 1ex41rcd PE IN7 2rN GYS Gray smooch FR type I _ IBZT Bronze textured 2 type 11 HOT Basic back textured 3 type In GENT-XX' anergeni CC custom War 1RALrI 4 type N SWPM SiteSynr. Wireless 4W type N. wide Pfe-corumissiun SR type V. rergudar 50M type V, sware medium 5W hype V, roung wide A:CO3in6ea and .SWOD9a i0rditred separately) SWIISB• SitaSymc loaded an USB Fiasco hive Windom based only) to,atrlc oo. Lena spat BO dW'•ta,. roercAa Lb' R a$tn nra W1bd da4AAaam. Framdre� AL. ikh- zany Eat d eerAv eb suuti w ®ant ®ale 0Ee-Say. s. yarQa: nrtda■e a d SWTAR' SlWync Windom TaW nealrh- fir 9ailMa IdnIC anti apna0. W,. ux,+r..a:firer. rH .a+aurrr away 0011" SWORD' Sd1aS9mC Wireless Bridge Norio ' Smrrh youp mA Sae a 0 e road tea--•..r•,_ •- ,..,,.s:.,rnn' .e•-.-.....e ear aenaa seek pact. a¢ Water -StuSav tcadmx arcemaryMMr SNTA& later ae.a axdt-SeSlrrc Luenee, •Wher ordering w+M S,*Syec, poi of the fatidoitiA in18, o npsraneax,0 be chewedAhd prtI is m erg malix sxparmen- Farh opxrt amrtarts Ira SaASrrc I-d- Dr and BrI* Wale . a ripa aedd-i enaw tide rm Gel orde ed. PHOTOMETRICS Type II SLD-4RL-11D-5K7-2 Type V Square Medium SLO-48L-110-5K7-50L4 w .. �r Or 4p W ap W fir I W W �W Type la Typo DF SLO-46L-110-50-5 SLD-4BL-110-99-4 ea' fir r 311p - W M W a Type V Rectangular Type V Round Wide SLD-48L-110-50-5R SL.O-48L-110-51(7-5W rW W w 9 W W A Be econ Products • 204158th Amue Cli-de East Bradenton, FL 34M • Phone: BOO-345-4928 1i' i GCdIt La EJE& swDdp oductsModuct dcetns ea eb to cisIpe maoed notice.=" r'rghlfi i '" a-•�'• K-. ">c*.a'•zr 02017 Ka1M PRD0tIC15, • Freed irUSA SLIDE SPEC JUNE 26, 2CIe 1131 AM TYPE S4 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL PERFORMANCE DATA 2 3 4 24 350M 27W 4W sou+ 5R 5W Z715 98 1 0 1 2798 101 1 0 1 25T5 93 1 0 1 2713 98 1 0 1 1 2797 101 1 0 1, 257`3 93 1 0 1 2748 99 0 0 1 1 2833 102 D 0 1 2606 94 0 0 t 2594 93 1 0 1 1 2664 96 1 0 1 ' 2451 88 1 0 1 2861 103 L o a 2950 106 2 0 0 2714 98 2 0 0 2833 102 2 0 2 2920 lob 2 0 2 2687 97 2 1 0 1 2 2823 162 2 0 1 2911 105 2 0 1 2678 97 2 0 1 24 1OI}mA 55W 2 St731 91 1 0 1 5187 94 1 0 1 4772 87 1 0 2 3 5029 91 1 q 2 5184 94 1 0 21 4709 87 1 0 2 5093 93 1 0 2 52W 95 1 0 2 4W 4788 87 1 0 2 49% 90 1 0 2 4542 83 1 0 2 5QM 5302 96 2 0 1 5466 99 3 0 1 5029 91 2 0 1 5R 5250 95 3 0 3 5413 98 3 0 3 49M 91 3 0 3 5W 5232 95 3 0 1 5-994 W 3 0 1 4963 90 3 0 1 35 7DDrM BOW 2 7547 91 1 0 2 T780 94 1 0 2 7158 86 1 0 2 3 7643 91 1 0 2 7776 94 1 0 2 7154 86 1 0 2 4 7640 922 1 0 2 7876 95 1 0 2 7246 87 1 0 2 4W 7193 87 1 0 2 7405 89 1 0 2 B812 82 1 0 2 50M 7954 96 3 0 1 8200 99 3 0 1 7544 91 3 0 1 5R 7876 95 3 0 3 8119 3 0 3 7470 90 3 0 3 5W 7849 3 0 2 8L}92 97 3 0 2 7444 90 3 0 2 48 70MA 110W 2 10062 91 2 0 2 1G373 94 2 0 2 9543 86 2 0 2 3 10057 91 1 0 2 10.'168 94 1 0 2 9539 86 1 0 2 4 10186 W 1 0 2 10501 95 1 0 3 9661 87 1 0 2 4W 96n 86 1 0 2 9873 99 2 0 2 9083 32 1 0 2 50M 10" 96 3 0 2 109M 99 3 0 2 10068 91 3 0 2 5R 10502 95 3 0 3 10826 96 3 0 3 9960 90 3 0 3 5W 10485 94 4 0 2 i 0789 97 4 0 2 9926 ti4) A 0 2 'lllaen VMUA as ARM Been Mic Mph pub wa Irk Kaxodrde tope law Le-79-el. Dad 6 Sweated l fie neutt xuab a at Ire earteeYrst'" StICMYI. AEara patamatta mar alas as a MA AI anALlaer ardinx and and alvonaun. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE P+o)ectm Pa eSftA blh2t.t I Data rda-ale extrapolated pedvaimme pntecbwm br Ur One medal n a 40'a amtiM teeed to 10,000 t%ra (ItE) lactaq Par In" LM•94-ea. 0°C 32"f 1.02 10•C 51 1 Al 20•C 61 1-00 25aC 77°f 1.00 30•C 86"F 0.98 40"C 104'F 0.98 UK sax oactors to ataratior mime" IrxndA olkpat an amine arribald IplgersWma fern lHQ`C fat-104'Fh Beacon Products ► 2041 50th AvenA Cisco East Wadenton, FL 34203 ! Phone: BM-345.4928 H�iea Fl®;1 A t rl }•. ] N Due to our corltlnuStl eIII to Impan or Products, Product specificalI are siAect to change without notice. � ,. I.40h%7410 r" '! U^ 2n17 fes_bDOli Pl'UL1u'iS. All R4A1Hs raezruw: •'led more rvbr:rrdan vest fie waWrM RrlrrbNt 4�1 - Buried In USA SLOE DUNE 2B. 2a1.0 1131 At e - PRODUCT DATA SHEET - TYPE S51S5A UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL PERFORMANCE DATA 2 3 17 4 24 35DMA 27W 4W 501.11 5R 5W 2715 09mal1 279 I101 1 1 O 1 1 1 2575 93 , 0 1 2713 98 1 0 1 1 2797 101 1 1 0 1 2573 93 1 0 1 2748 99 0 0 1 1 2833 102 D 1 01 1 2606 94 0 0 1 2584 rli 1 0 1 1 2064 96 1 0 1 1 2451 88 1 0 1 2861 103 2 0 01 2950 106 2 0 O 2714 98 2 0 0 2833 102 2 0 2 2820 105 2 0 2 2687 97 2 0 2 2823 102 2 0 1 2911 105 2 0 1 1 2678 97 2 0 1 24 70DITA 55W 2 5031 91 1 0 1 5197 94 1 0 1 1 4772 87 1 0 2 3 5029 91 1 0 2 5184 94 1 0 2 4759 87 1 0 2 4 5093 93 1 0 2 5250 95 1 O z 4831 88 1 0 2 4W 47M 87 1 0 2 4IMS 90 1 0 12 4542 83 1 0 2 _ 50M 5302 96 2 0 1 5466 99 3 0 1 5029 91 2 0 1 5250 95 3 0 31 5d13 08 3 0 3 51h 5232 95 3 0 1 1 5394 98 1 3 0 1 490 90 3 0 1 36 740mA 80W 2 7547 91 1 0 21 T780 94 1 0 2 7158 86 1 0 2 3 75Q 91 1 0 2 7776 94 1 0 2 7154 86 1 0 2 4 7640 92 1 0 2 7876 95 1 0 2 7246 87 1 0 2 4W 7183 87 1 0 2 7406 89 1 0 2 6812 82 1 0 2 50M 7954 96 3 0 1 8200 99 3 0 1 7544 91 3 0 1 5N 7876 95 3 0 3 8119 98 3 0 3 7470 9II 3 0 3 5W 1849 95 3 0 2 W92 �}/ 3 0 2 744a 91 3 0 2 48 70M A Will! 2 low 91 2 0 2 10373 94 2 0 12 95A3 8b 2 0 2 3 1D057 91 1 0 2 10368 94 1 0 1 2 1 9539 86 1 0 2 4 10186 92 1 0 2 10501 95 1 0 3 96G1 87 1 0 2 9577 86 1 0 2 9873 89 2 0 9003 82 1 0 2 50M 1f6D5 96 3 0 2 1093:1 993 0 2 10058 91 3 0 2 5F 1 C7502 955 3 0 3 Tom 98 3 tl 3 9960 90 3 0 3 5W 11 165 94 4 0 2 10789 W 4 C( 2 9926 90 4 0 2 'Lwnm Palle t ya Alps PalrerlMle lies prlrmAd Ix apArdRE 10IBM IM.79,01 Data s =4'atrep to 7o nmrarra ul" to Ve maepne4ara..SWA,. A;'44t aC+WrmMtd man I}ep as a," or artl-uar eno tarrant aced melcalon ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE PrAA,oa pit B gel tru-21.11 Oam rpen t the extreAMmd iarrunlrroe pUaeeae Ia am bear meal in a 4e'C ambeft basso m 10.000, loge dtID ledaeg par iP9Ul1M-60�fM. D"C 32'f 1.02 I DIC 601 1-01 2D°C 681f 1.00 25*C 7T1f 1.00 3D°C R°F 0.98 40•C 104•F 0.913 Uea 9ase ferias m deMmne raaase lumen atep4l Iw ars.aa a,arrbieal lanaarierm xom g-4o°c �2-tg4•R. ©aaecan rmauc®• Burr ooue Raeerl e,nae tweet aatlirrRxxL rL -ivtua • r,Rrntl: ow•s•c•raeo _ „� BEACON Dire in our continued epode b Improve air podwit, product specelaa rls are, sntaject to change ewahen "Ca ��• - 0 2017 MCON PI OXIICIS. Aar Abe eaeer'wa - For rope irftT v;in vw our websst urrrw.awcaarpoatlne>addp • Mnled In IISA SLIDE .NUKE 20. 201 e i t.31 AM lSeib 41 12, eeviiiorr Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� I- O V ZZ_ O oC Z O Zo- Z Cn �QZ - %' U- LIJ O v ILL- C) 0 W Z �Z LI J Z� CONSULTANT SCALE Z LI J Z CLLJ G LLJ I..1� O SZ_ G 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 REVISIONS No. DATE BY Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. - PRODUCT DATA SHEET - - PRODUCT DATA SHEET - - PRODUCT DATA SHEET - LTA-501 "NOTE - SPORTS SIGHTING BY OTH ORR Dewberry E BJ C L� 0 SUSPENSE - model: WS-W19 LED Outdoor I TYPE W1 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL 10 mi MODERN FORMS A WAC uGNn� cCJ1vlP Fixture Type: Catalog Number: Location: 3"• 5'y4". 3n 1 s 17" NS W191 t W%W191 s 1 ws-wi9171 PRODUCT DESCRIPTION Giving the proverbial nod to tradition, it takes a powerful LED to pull off this look in a dark sky design. This contemporary lantern showcases a mouth blown clear glass element and is equipped with state of the art LEDs fora filament -free design. Couple your passion for living with our passion for lighting. FEATURES SPECIFICATIONS ETL& cETL listed for wet locations Construction: Aluminum with a thick, mouth blown clear glass element. Dark sky friendly Universal driver (I 20V 220V, 277V) forWS-W1 917 Light Source: High output LED. Twist lock glass for minimal hardware Dimming: Dims to 10%with an electronic low voltage (ELV) dimmer. Integral transformer in canopy • Replaceable LED module Mounting: Mounts directly to junction box. • 70,000 hour potential life Finish: Brushed Aluminum (AL), Bronze (BZ). • ColorTemp:3000K CRI:90 ORDER NUMBER REPLACEMENT GLASS LED Delivered Innerglass Fixture Model Height Width Watt Voltage Lumens Lumens Finish RPL-GLA-1911 WS-1#1911 11 11 8" llW 120V 860 590 RPL-GLA-1915 WS-W1915 Fws--w, 9 75 15° 10" 11W 120V 860 625 AL BrushedAluminum EIZBronze RPL-GLA-1917 WS-W1917 17 17° 14" 11W Universal" 1050 835 Example: WS-W1915-AL waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design of our products at anytime as part of the company's continuous improvement program. OCT 2076 "NOTE - SPORTS LIGHTING BY OTHERS. 25.00 in (635 mm) 26.00 in (660 mm) 24.00 in (610 mm) musco - PRODUCT DATA SHEET - Luminaire Data Weight (luminaire) 45 lb (20 kg) UL listing number E338094 UL listed for USA / Canada UL1598 CSA-C22.2 No.250.0 CE Declaration LVD, EMC, RoHS Ingress protection, luminaire IP65 Material and finish Aluminum, powder -coat painted Wind speed rating (aiming only) 150 mi/h (67 m/s) UL, IEC ambient temperature 50DC (122DF) rating, luminaire Photometric Characteristics Projected lumen maintenance per IESTM-21-11 L90 (13.5k) >81,000 h L80 (13.5k) >81,000 h L70 (13.5k) >81,000 h CIE correlated color temperature 5700 K Color rendering index (CRI) 75 typ, 70 min Lumens' 136,000 Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminaire. U.S. and foreign patent(s) issued and pending • 02019 Musco Sports Lighting, LLC • TLC-LED-1200 570OK 75 CRI • M-2943-en04-3 1 HID Light Source - Precast Concrete Base 5 Easy Pieces"' ito the ground and �s an integrated 675E' • Set pole on base in 24 hours • Tapered upper section for slip -fit steel pole • Access holes for wire entry • Epoxy coated ends prevent water intrusion • Lifting hole accepts load -rated steel rod provided by Musco Integrated Lightning Ground System • Complies with NFPA 780, UL 96A, and EN 62305 standards when installed per Musco installation instructions • UL Listed, Class II Lightning Protection, file number E337467 • Tested up to 100 kA by independent laboratory • Steel pole interfaces with integrated grounding system by means of the pole grounding connector • 210 AWG (cross -sectional area of 67.4 mm2) grounding electrode conductor • Concrete -encased grounding electrode, 20 ft (6.1 m) total length,'/2 in (12.7 mm) diameter Technical Specifications Base dimensions vary. For measurements refer to project specific Foundation and Pole Assembly drawing. Construction • Spun concrete construction • Prestressed vertical strands and steel coil spiral for radial reinforcement throughout base • Minimum design strength is 9500 Ib/in2 (65.5 MPa) at 28 days • Meets ASTM C1804 design requirements Quality Assurance Tests • 28-day compressive strength • Bending moment capacity • Grounding system continuity (02012, 2017 Musco Sports Lighting, LLC U.S. patents issued. M-1523-en04-5 Driver Data Typical Wiring Electrical Data Surges Rated wattage' protection Per driver Per luminaire 1170 W 1170 W Controller (if present) ; Disconnect Fuse - - --- Number of luminaires per driver 1 L1 �—T� Driver - Luminaire Starting (inrush) current <40 A, 256 µs L2* Fuse Fuse rating 15 A UL, IEC ambient temperature rating, 500C (1220F) * electrical components enclosure If L2 (corn) is neutral then not switched or fused. t Not present if indoor installation. Ingress protection, electrical IP54 components enclosure Efficiency 95% Dimming mode optional Range, energy consumption 14 -100% Range, light output 19 - 100% Max operating current per ; 26 A Gay A 6.60 A 6.31 A 6.05 A 514 A 4.18 A 3.82 A 3.63 A 3.50 A 3.031, luminaire- Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation in 250C ambient temperature environment. 2) Operating current includes allowance for 0.90 minimum power factor, operating temperature, and LED light source manufacturing tolerances. Notes 1. Use thermal magnetic HID -rated or D-curve circuit breakers. 2. See Musco Control System Summary for circuit information. LUMINAIRES SHALL BE ALUMINUM AND POWDERCOATED GRAY CONCRETE BASES SHALL BE PRECAST CONCRETE (STANDARD GRAY) AND POLES SHALL BE GALVANIZED. musco 2 U.S. and foreign patents) issued and pending • 02019 Musco Sports Lighting, LLC • TLC-LED-1200 570OK 75 CRI • M-2943-en04-3 TLC for LEDs Total Light Control' Superior light control and long term reliability • Alignment 8 Thermal Management F� LED Optic ® Housing Internal Environment Lens • Permanently sealed to keep optics away from harmful environmental elements • Vented and filtered to adapt to environment • Impact -resist; glass for strer HID Light Source - Precast Concrete Base Heat Sink • Unique convective air cooling design • High thermal conductivity, corrosion resistant construction • Machined mounting surface for maximum heat transfer of the diode assembly • Maintains low LED junction temperature during high wattage operation r:52818Muuo Sports Lighting, LLC ll5.antl foreign patentrsl issued a"d pendlry. TLCLED1200 M-3933-09-1 "NOTE - SPORTS LIGHTING BY OTHERS Tapered upper section for sliI steel pole Wiling hole Grounding electrode Dondtxsor Compacted dirt fill top 2 ft (0.6 mY Concrete backlill' Pole grounding cipnnecloi Steel reinforcemera K"hoie Conduit adapter plate Wire am$ hole lrrtepmW grounding electrode • ,Ivi:lud pier fourgWion ShtrBft Nurlftlion a-dior WWI Wft vary Il7er allerfule ki.ndttiun design. 5 Easy Pieces" (02012, 2017 Musco Sports Lighting, LLC - U.S. patents issued. M-1523-en04-5 TLC-LED-1 200 Knuckle Assembly and Connection Plate • Factory aimed to within 0.2 degree accuracy • Maintains alignment in up to 150 mph winds • Internal wiring protected from elements • Completes integration of lighting to structural and electrical 1 components .�� Diode Assembly 11 Custom high -power diode package • Metal core printed circuit board Optics aHigh -temperature rated materials for long life W Multiple beam spreads to meet custom project requirements and provide maximum light control Light Control Visor • Multiple visor lengths and reflector options allow for precise light control • Directs more light onto the field • Dramatically reduces glare and spill • Enhances on -field playability We Make li. Happen Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J 0 0 Z Z �- Z O oC w Q Z 0 Z z0_ O Z0 LU> > < LLJ Lu I— > ~ O U— w °C cr Q O U O " � � z I- Cn 0 cc WZ >Z W Z� CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 SCALE EVISIONS No. DATE BY Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. LTA-502 Dewberry' E FBI C 0 TYPE Psi UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL Sensor Control Programmable- SCP TYPE FEATURES • CA Title 24 Solution • 20KV/10KA Surge Protection • Motion Sensing up to 40' mounting height • Hand Held Remote Adjustment • Daylight Photo Control • For Round or Square Straight Poles • 0-10V Control Signal • AAL Poles include wire and mounting holes SPECIFICATIONS SCP SCP-HV3/SCP-HV4 • Length: 5 3/4" 1136 mm Length: 11 / mm • Width: 3° 176 mm • Width: 3"" / m 76 mm N N • Height: 4" / 102 mm • Height: 4' / 102 mm 4 w --I — • Weight 1.5 lbs. / 0.7 kg — w —I Weight 4 lbs. /1.8 kg • EPA:0.EPRatin O • 0.2 IP Rating: 66 • IP Rating: 66 Nate: An SCP provides a single control signal that may control multiple fixtures. Note that individual fixtures typically are onlyable to accept a single control signal. ORDERING INFORMATION 1 2 3 1 Model Pole Color Remote 1. MODEL 3. COLOR ' REMOTE Standard daylight photo -control with motion W H Arctic White Handheld commissioning tool is required to sensing coverage up to 40' sensor height. BL Black separately configure or adjust any number of SCP 120-277VAC BLT Malte Black sensors. SCP-HV3 347VAC DB Dark Bronze SCPREMOTE Commission Tool SCP-HV4 480VAC DGNDark Green TT Titanium W DB Weathered Bronze 2. POLE MDBBronze Metallic The SCP may be ordered as an accessory to VBU Verde Blue a configured pole or in the case of a stand CRT Cotten alone unit, the pole contour must be MAL MalteA/uminum communicated to the factory. MG Medium Grey R3 fits a 3"/ 76.2 mm round pole AG N Antique Green R4 fits a 4"/ 101.6 mm round pole LG Light Grey R5 fits a 5'/ 127 mm round pole RAL Premium Color S fits a square pole CUSTOM * * Contactfactory NOTES: 1 Bezel color shall be in black unless otherwise indicated 2 Bezel color shall be in white 3 Bezel color shall be in grey ARCHITECTURAL AREA LIGHTING 16555 East Gale Ave. I City of Industry I CA 91745 JOB arealig l PE CaP 626.968.5666 1 F 626.369.2695 1 www.aal.net 1TMO S Copyright © 2015 1 - PRODUCT DATA SHEET - TYPE CONTRO UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL c L �� = W 9 i d �, -I—+ J E - 8 Ln CO LJ Cl E�d-g' d a 9 n = to E - PRODUCT DATA SHEET - TYPE Psi UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL Sensor Control Programmable - SCP I TYPE ELECTRICAL CHARACTERISTICS CCNt1GURAfl011 Une TAClCyciftl toed SwPPwM01on &WGIUle "I'"" VA690epel b1*M eetelTw�Per W SCP 120.277 50160 0-80OW @120VAC IOKA 120KV fails open 101"000 0-10V -40°C to +75°C 0.30OW @230VAC (50hz) 5Q000 0-120OW D 277VAC 1 200,000 SCP-4113 347 50/60 0-80OW 0 347VAC 50,000 SCP-HV4 480 50160 0.30OW 0 480VAC 200,000 SENSOR DETECTION RANGE SENSOR PLACEMENT nsion n is tm top of Sol HOLE PATTERN 0 1/2' (3:) 3/4" ' ) 1 1" ;+1 t yr r Note: Coverage area is 2 112 times the sensor mounting height. California Title 24 section 130.2 does not specify a coverage area. AAL recommends discretion per your application requirements. POLE SHADOW PRDfIIE DW TM SW SAPS SGPIIMl1 R r 1A•i t e- 4an� r-?S°R.961 • 4• wite%1 I P (ri" Ak PoWs ftym wuw lw3find n oppos�iontoo thewigh rng i stribution in order to prevent overlapping sensor and fixture coverage. ARCHITECTURAL AREA LIGHTING 16555 East Gale Ave. I City of Industry I CA 91745rNOTE aar�31�9 ' P 626.968.5666 1 F 626.369.2695 1 www.aal.net Copyright © 2015 - PRODUCT DATA SHEET - 5 EE ig occ i E E o Q.q le =eE E EA .� WIRING DIAGRAM Diagram shown with multiple fixtures being controlled. See ELECTRICAL CHARACTERISTICS to ensure controlled load does not exceed sensor maximum. TYPE CONTRO UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL iJ n Iv I = toe m W i 'S - �� ,5.m E HE23.2 t i �2 d ��N$.€.mom; EO! U 1 I t E Z...E1 mfrEd�s, Z?� I mo a y. i I U O ps - PRODUCT DATA SHEET - E TYPE Psi UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL Sensor Control Programmable— SCP I TYPE ELECTRICAL CHARACTERISTICS HOUSING ELECTRICAL FINISH • Housing shall be aluminum SCP shall have an integral surge SCP finish shall consist of a five stage construction and sealed with once protection device with a current rating of pretreatment regimen with a polymer piece continuous gaskets. 10,000 Amps using the industry standard primer sealer, oven dry off, and lop coated • All internal and external hardware 8/20uSec wave and surge rating of 372J. with a thermoset super TGIC polyester shall be stainless steel. • Integral surge protection device shall powder coat finish be both serviceable and wired in series • SCP finish shall meet the AAMA 605.2 to prevent transmission of power to the performance specification which includes OPTICAL electronics or controlled lighting fixtures passing a 300D hour salt spray test for • Sensor lens shall be flame retardant, at end of life. corrosion resistance UV and impact resistant recyclable • Sensor not intended for use with • AWT, VBL and ATG housing finish shall polycarbonate. additional photo -control, wireless control have a sensor bezel color of white, MAL • Sensor uses passive infrared (PIR) or dimming systems. housing finish shall have a sensor bezel sensing technology that reacts to o Factory default settings shall be: color of grey and all other housing finishes changes in infrared energy (moving shall have a sensor bezel color of black. body heat) within the coverage area. - High mode: 10V Careful consideration must be given -Low mode: 1V to sensor placement. Avoid placing - Ramp -up rate: disabled CERTIFICATION the sensor where obstructions may Y - Fade -down rate: disabled All electrical components shall be U.L. block the sensor's line of sight. - Photocell: Off recognized - Sensitivity: Full - Time Delay: Fade to low: 5 minutes -Time Delay: Fade to off: 1 hour WARRANTY / TERMS AND CONDITIONS OF SALE SERVICING www.hubbeillighting.com/resources/warranty • SCP shall be accessible via four 1/4-20 stainless steel set screws for service and or inspection of wiring connections, surge protection device and or sensor ARCHITECTURAL AREA LIGHTING 16555 East Gale Ave. I City of Industry I CA 91745 r I;n9P 626.968.5666 1 F 626.369.2695 1 www.aal.net Copyright © 2015 - PRODUCT DATA SHEET - 13 I TYPE CONTROL UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 COUNTY SUBMITTAL • 2 F_ 23 g 'E 3 s • jj • , iI CL any 's$ CID g a _ E '. • X d� s � L O BETA 736 'i CL CL 9 Q m El _ - V 9 l • • I ! g i s E �yAo •��d .8M CID FA Zu — E q .11 • ri = 92 C W gg 92 x EE F '�°9' S .o CAW] S p a a a X a 1 m g s m€ a J S a a i - PRODUCT DATA SHEET - Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �0 V Z Z Z O DC w Li ! z 0 zo_ O Z W> Z � Q LIJ > - ` T ` � W f) LLI ~ > n 0 LLJW U)Ir °C Q O U O " � � z I- V/ V! WZ > Z _ W Z� Z) CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 SCALE 3EVISIONS No. I DATE I BY I Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING CONTROL PRODUCT DATA SHEETS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. LTA-503