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HomeMy WebLinkAboutARB201700052 Plan - Approved 2017-10-23DRAWING INDEX GENERAL T1.01 COVER SHEET CIVIL CO.01 GENERAL NOTES CO.02 EROSION AND SEDIMENT CONTROL NOTES CO.03 SITE OVERVIEW CO.04 SOILS MAP CO.05 KEY PLAN CO.06 OVERALL SITE PLAN C1.01—C1.04A EXISTING SITE CONDITIONS C2.01—C2.04A DEMOLITION AND E&S CONTROL PHASE I PLAN C3.01—C3.04A SITE PLAN C3.05—C3.08A GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN C3.09—C3.12A UTILITY PLAN C4.01—C4.07 UTILITY PROFILES C4.11 SIGHT DISTANCE PROFILES C5.01 EROSION AND SEDIMENT CONTROL DETAILS C5.02—05.06 CONSTRUCTION DETAILS C6.01 SWM NARRATIVE AND CALCULATIONS C6.02 PRE AND POST DEVELOPED DRAINAGE AREA MAPS C6.03 WATER QUALITY NARRATIVE AND CALCULATIONS C6.04 PRE AND POST DEVELOPED LAND COVER MAPS C6.05 RUNOFF REDUCTION MAP C6.06 WATER QUANTITY NARRATIVE AND CALCULATIONS C6.07 FIRE FLOW HYDRAULIC MODEL ARCHITECTURAL A4.00 EXTERIOR AXONS A4.10 EXTERIOR ELEVATIONS A4.11 EXTERIOR ELEVATIONS LANDSCAPE L1.01 TREE CLEARING AND PROTECTION PLAN L1.02 LANDSCAPE LAYOUT PLAN L1.03 LANDSCAPE PLANTING PLAN L1.04 SITE DETAILS 1-1.05 PLANTING DETAILS ELECTRICAL E1.01 ELECTRICAL SITE PLAN PROJECT ZONING DATA ALBEMARLE COUNTY ZONING CLASSIFICATION: R-1 RESIDENTIAL PROPOSED BUILDING MAXIMUM HEIGHT: 33'-9" PROPOSED BUILDING MAXIMUM FOOTPRINT: 6,710 SQ. FT. PROPOSED BUILDING MAXIMUM GROSS SQUARE FOOTAGE: 14,000 SQ. FT 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 CODES VIRGINIA UNIFORM STATEWIDE BUILDING CODE — 2012 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK — 1992 NATIONAL ELECTRICAL CODE — 2011 ADA STANDARDS — 2010 LOCATION MAP SITE d 250 ROAD / G a oe v�G� J 4Q V4 29 CONTACTS OWNER: University of Virginia Foundation OWNER'S REPRESENTATIVE: Christopher D. Schooley Real Estate Project Manager One Boars Head Pointe PH. (434) 982-3777 cds7c@eservices.virginia.edu SCALE: NTS ENGINEER: Dewberry Engineers Inc. Devin M. Keeler, P.E. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 230E60 PH. (804) 290-7957 FAX (804) 290-7928 dkeeler@dewberrv.com SUBMITTAL SET NUMBER ® PRELIMINARY ❑ CONSTRUCTION APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD UNIVERSITY OF VIRGINIA FOUNDATION GOLF FACILITY ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 " = 250' a ,T ;o J j 1 RECEIVED OCT 1 0 201/ COMMUNITY DEVELOPMENT APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB tgpp ,b1ir--,pep. Hmm DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 AUlecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN SEE C0.05 FOR ENLARGEMENT SEAL REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 1 SHEET TITLE �COVER SHEET SHEET NUMBER RWSA GENERAL WATER & SANITARY SEWER NOTES LEGEND 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 RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR 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 TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. 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 DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER. 4, THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED MARCH 2O15. THIS TOPOGRAPHY HAS BEEN VISUALLY CONFIRMED IN THE FIELD BY THE ENGINEER WITHIN THE LAST YEAR. 7, 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION. 11. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 12. 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 LINES EXISTING AND PROPOSED, SHALL NOT HAVE A DEAD-END IN EXCESS OF 5 FEET LENGTH FROW ANY CONNECTION, AND SHALL HAVE A THRUST BLOCK ADJACENT TO THE CAPPED PIPE. IF THERE IS A VALVE IN THE DEAD-END SECTION, IT SHALL BE RODDED TO THE MAIN AND THRUST BLOCKS PUT AT END CAP. 14. ALL WATERLINE, PIPES, TEES, BENDS, VALVES AND FITTINGS SHALL HAVE FLEXIBLE RESTRAINED JOINTS. 15. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 16. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 17. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION. 18, ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 19. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 20. THE GENERAL CIVIL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS, AND GENERAL CIVIL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 21. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 22. CONTRACTOR TO COORDINATE WITH THE VIRGINIA DEPARTMENT OF HISTORIC RESOURCES OR ALBEMARLE COUNTY COMMUNITY DEVELOPMENT TO DISCUSS ARCHAEOLOGICAL RESOURCES PRIOR TO CONSTRUCTION. IF CONTRACTOR ENCOUNTERS ARCHAEOLOGICAL RESOURCES WITHIN THE PROJECT AREA, THEY SHALL STOP WORK IMMEDIATELY IN THE VICINITY OF THE RESOURCE AND CONTACT THE OWNER, VIRGINIA DEPARTMENT OF HISTORIC RESOURCES AND ALBEMARLE COUNTY COMMUNITY DEVELOPMENT PRIOR TO PROCEEDING. 23. CONTRACTOR TO INSTALL KNOX BOX. CONTRACTOR TO COORDINATE WITH OWNER ON LOCATION OF KNOX BOX ON GATE AND ON BUILDING. 24. FINAL APPROVAL IS SUBJECT TO THE CONDITIONS LISTED IN THE SPECIAL USE PERMIT (SP2015-19 UREF) DATED SEPTEMBER 2, 2015. THE SPECIAL USE PERMIT IS FOR THE EXPANSION OF THE BIRDWOOD GOLF COURSE FACILITIES WITHIN CURRENT GOLF COURSE BOUNDARIES. SEE SP-2015.0019 UVA INDOOR GOLF PRACTICE FACILITY CONDITIONS ON THIS SHEET. AS -BUILT PLANS SHALL BE PROVIDED FOLLOWING (CONSTRUCTION. 25. EXISTING WOODED AREAS ON SITE ARE PRIMARILY COMPOSED OF EVERGREEN 26. FIRE HYDRANT FLOW TESTS WERE PERFORMED BY ALBEMARLE COUNTY SERVICE AUTHORITY AT THE EDNANA LOCATION DATED JUNE 3, 2015. FLOW HYDRANT 12579 PRODUCED A PITOT PRESSURE OF 37 PSI AND A TEST FLOW OF 850 GPM. FLOW HYDRANT 12552 PRODUCED A PITOT PRESSURE OF 38 PSI AND A TEST FLOW OF 861 GPM, SEE SHEET C6.07. 27. CONTRACTOR TO PROVIDE A DETAILED POLLUTION PREVENTION PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 28. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2017 TO APRIL 14TH, 2018. IF THE CONTRACTOR 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 ROOST FO IN AY NOT BE IST RE T ROU HO T T E D RAT ON F T E PROJ CT. 29 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. zip PLANT PROTECTION 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (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 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. 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 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. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 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. ACSA GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552- 7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND) A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT AINY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE IPRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING, TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO) OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE (MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED (FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 1 3-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL, ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) PROPOSED LIMITS OF DISTURBANCE PROPOSED LIMITS OF CLEARING -F-LL� -!i jill ASPHALT TO BE DEMOLISHED r HARDSCAPE TO BE DEMOLISHED Nr TREE TO BE DEMOLISHED ® POST/MISCELLANEOUS STRUCTURES TO BE DEMOLISHED X v v X X v v UTILITY/STRUCTURE TO BE DEMOLISHED 620 PROPOSED MAJOR CONTOUR 618 PROPOSED MINOR CONTOUR - - UTILITY EASEMENT UGE PROPOSED ELECTRICAL LINE CTV PROPOSED COMCAST TELEVISION LINE UGT PROPOSED UNDERGROUND TELEPHONE LINE G PROPOSED GAS LINE W PROPOSED WATER LINE SS ---1- PROPOSED SANITARY LINE PROPOSED STORM LINE SD PROPOSED STORM DRAIN sD ® PROPOSED MANHOLE O PROPOSED CLEANOUT PROPOSED SITE LINE/UTILITY POLE F--1 PROPOSED 11.25 BEND PROPOSED 22.5 BEND VIRGINIA UNIFORM CODING SYSTEM PROPOSED 45 BEND Z FOR EROSION AND SEDIMENT CONTROL PRACTICES PROPOSED 90 BEND PROPOSED CAP - ---- - EXISTING UNDERGROUND ELECTRICAL LINE - EXISTING OVERHEAD ELECTRICAL LINE -- - -- ------------- - -- EXISTING GAS LINE EXISTING SANITARY LINE - - - EXISTING STORM LINE EXISTING TELEPHONE - - - - - EXISTING OVERHEAD TELEPHONE Y Y ' EXISTING TREELINE _..__......._...... _ ___._._ ._. EXISTING WATERLINE EXISTING CONTOUR EXISTING POWER POLE .I EXISTING SWITCH EXISTING TRANSFORMER EXISTING SITE LIGHT EXISTING WATER VALVE > ` 1) I ' EXISTING STORM INLET .- -: --------------- s EXISTING MANHOLE i EXISTING FIRE HYDRANT EXISTING WATER MIETER -:.__ . _ - - -- :,._ - EXISTING FENCE 3.01 SAFETY FENCE SA r, El 3.18 OUTLET PROTECTION OP 3.02 CONSTRUCTION ENTRANCE �zm 3.31 TEMPORARY SEEDING 3.05 SILT FENCE SF X X, 3,32 PERMANENT SEEDING PS 3.07 INLET PROTECTION 3.35 MULCHING 3.08 CULVERT INLET PROTECTION CI 3. 38 TREE PROTECTION TP TP 3.09 DIVERSION DIKE 3.39 DUST CONTROL 3.13 SEDIMENT TRAP ST PROPOSED TEE O PROPOSED POST INDICATOR VALVE (PIV) PROPOSED FIRE HYDRANT ASSEMBLY C PROPOSED WATER METER N PROPOSED GATE VALVE PROPOSED BUILDING MOUNTED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED STALITE PROPOSED BIORETENTION PROPOSED RETAINING/SEAT WALL PROPOSED SIGN SP-201 5-0019 UVA INDOORS GOLF PRACTICE FACILITY CONDITIONS 1. DEVELOPMENT OF THE INDOOR GOLF COURSE FACILITY SIHALL BE IN GENERAL ACCORD WITH THE PLAN ENTITLED, "ILLUSTRATIVE SITE PLAN - PARKING OPTION C" PREPARED BY THE UNIVERSITY OF VIRGINIA FOUNDATION DATED AUGUST 21, 2017 AND AS MODIFIED BY STAFF, AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERAL ACCORD, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS SHOWN ON THE PLAN: A. BUILDING LOCATION, ORIENTATION, AND MASS; B. PARKING LOT LOCATION; C. INSTALLATION OF NEW LANDSCAPING FOR SCREENING PURPOSES; D. RETENTION OF TREES SHOWN FOR PRESERVATION; AND E. EARTHEN BERMS ADJACENT TO THE NEW PARKING LOT. MINOR MODIFICATIONS TO THE PLAN THAT DO NOT OTHERWISE CONFLICT WITH THE ELEMENTS LISTED ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE, AS DETERMINED BY THE ZONING ADMINISTRATOR. 2. DESIGN AND DEVELOPMENT OF THE IMPROVEMENTS SHOWN ON THE ILLUSTRATIVE SITE PLAN FOR THE INDOOR GOLF FACILITY SHALL BE SUBJECT TO THE FOLLOWING, AS DETERMINED BY THE PLANNING DIRECTOR OR DESIGNEE: A. PLACEMENT OF THE PARKING LOT WITHIN THE "BOWL" CREATED BY THE EXISTING TERRAIN IN A WAY THAT MINIMIZES GRADING OF THE SLOPE TO TH NORTH OF THE NEW PARKING LOT, WHICH IS TO BE PRESERVED FOR ITS SCREENING EFFECT; B. CONSTRUCTION OF EARTHEN BERMS ADJACENT TO THE PARKING LOT WHICH ARE COMPATIBLE WITH EXISTING TOPOGRAPHIC VARIATION AND WHICH FURTHER REDUCE THE VISIBILITY OF THE PARKING LOT AND PARKED CARS FROM GOLF COURSE DRIVE; C. APPROVED PLANTING PLAN AND PLANTING SCHEDULE WHICH, AT MINIMUM, INCLUDE: C.A. NEW LANDSCAPING MATERIALS PLANTED IN NATURALISTIC OR INFORMAL ARRANGEMENTS WHICH ARE CONSISTENT AND COMPATIBLE WITH THE EXISTING LANDSCAPE IN TERMS OF CHARACTER., DENSITY, AND SPECIES; C. B. A MEADOW OR SIMILAR GRASS LANDSCAPE ALONG GOLF COURSE DRIVE; AND C. C. THE USE OF NATIVE PLANT MATERIALS; AND D. SUBMITTAL OF A CONSERVATION PLAN PREPARED 13)' A CERTIFIED ARBORIST TO PRESERVE TREES IDENTIFIED FOR PRESERVATION, INCLUDING THE TREATMENT OF ALL ASH TREES (SPECIES FRAXINUS) THAT ARE TO BE PRESERVED FOR PROTECTION AGAINST THE EMERALD ASH BORER (AGRILUS PLANIPENNIS), TO BE USED IN CONJUNCTION WITH -THE CONSERVATION CHECKLIST DESCRIBED IN CONDITION 6. IF ALL REASONABLE ALTERNATIVES FOR PRESERVATION HAVE BEEN EXPLORED, AND SUCH TREES CANNOT BE RETAINED DUE TO THE HEALTH OF THE TREE AS DETERMINED BY THE CERTIFIED ARBORIST, REMOVAL MAY OCCUR. 3. INGRESS AND EGRESS ALONG BIRDWOOD DRIVE SHALL 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. 4. ANY NEW CONSTRUCTION AT THE EXISTING GOLF COURSE FACILITY AND SITE OTHER THAN THE SITE IMPROVEMENTS SHOWN ON THE ILLUSTRATIVE SITE PLAN REFERENCED IN CONDITION #1 OR ON THE PRELIMINARY PLAN FOR BIRDWOOD GOLF COURSE APPROVED WITH SP199600053, EXCEPT FOR MINOR CHANGES (SUCH AS ADDITIONAL PRACTICE TEES, MODIFICATIONS OF GREENS AND OTHER CHANGES THAT DO NOT REQUIRE A SITE PLAN), SHALL REQUIRE AN AMENDED SPECIAL USE PERMIT. 5. THE OWNER SHALL CONTINUE TO IMPLEMENT AN INTEGRATED PEST MANAGEMENT/NUTRIENT MANAGEMENT PLAN TO REDUCE ADVERSE WATER QUALITY I M PACTS. 6. PRIOR TO ANY LAND DISTURBING ACTIVITY ON THE SITE, THE CONSERVATION PLAN AND CHECKLIST, THE LANDSCAPE PLAN, AND THE GRADING PLAN SHALL BE APPROVED BY THE COUNTY ENGINEER AND THE DIRECTOR OF PLANNING OR THEIR DESIGNEES. 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 SEAL REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 BATE SEPTEMBER 15, 2017 SHEET TITLE GENERAL NOTES SHEET NUMBER CO201 " , 1i .-I--,�-Z I1,-.. , - MATCHLINE — SEE . _ , _ i r _ -- EE -- SH T BELOW 1 i , I ;,- Ii IIt' , .. ___ , 1 ,, : .' ,. .. : .. .. 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'. , -. _. -. __. .__ . .. ...-.. _ _ r ..1 . r' - _... ., J I 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS � CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville VA 22 902 2 0 ph: c03 7 - 682 4965 ) i STRUCTURAL DMWP&V 720 Moorefield " Park Drive, Suite 301 ph: 804 32310656 fix: 804 272' 3916 MEP LU SMITH 11508 Allecingie Parkway Richmond, 'VA 23235 ph: 804-423-6444 fx: 804-423-6445 11111 REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 SHEET TITLE DEMOLITION AND E&S CONTROL PHASE I PLAN SHEET NUMBER C101 Apt-pe,5vieb Ham t o j-. J t 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 lnunennne AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Alliecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN SEE CO.05 FOR ENLARGEMENT SEAL (I � REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 SHEET TITLE DEMOLITION AND E&S CONTROL PHASEIPLAN SHEET NUMBER 2z02 i , f INSET A ' U 40 rv, : _ 0' 20' 40' < , ; r- SCALE: 1 = 20 i z .,. r O EXISTING SANITARY DEMO X - _ / CLEANOUT A ND PIPING ; TO ;. / DRAIN FIELD. .. < i , m , : m , ; , : ,' ,.: SAW CUT AND DEMO EXISTING- :. , , rn VEMENT ASPHALT. PA : , , r t : ; ,a r , , ; r ♦ , r r s" t , / DEMO EXISTING SANITARY - Q SA AND DEMO EXISTING W CUT . CLEANOUT AND;_, PIPING TO ,,•. :: , _. `'; - r` HALT PAVEM ENT ASP ; _ DRAIN FIELD _,. . a r `SAW CUT -AND DEMO EXISTING , - ASPHALT: PAVEMENT , , - , , , 1 1 r , r + f ..,..... , ,- _ REINSTALL STORMSE WER CLEANOUT , / : , : i r , - , , , , r , r .. SAW,CUT AND; DEMO EXISTING, i ASPHALT PAVEMENT. f : < LLj : r Uj tl�v_ C) " s Uj ` , DEMO EXISTING SANITARY : / Z s DISTRIBUTION BOX : , k 2, n 1 LLJT LLJ: 1. I T , r , t J r r , s , o : , I ` r , 's , t t , r i , r ; j, ,- , r ; „ : DEMO EXISTING .r ` T LEANOU SANITARY .0 ., ,, _ _ PROTECT EXISTING POWER... ' r , _ DRAIN AND PIPINGTO DR . ; UT E 0 AND ILITY POW R LE P f FIELD AND „ OVlERHEAD LINES . TYP , z ` DISTRIBUTION BOX , a -- , r i ' i G TREE TO , -_ t BE DEMOLISHED MOLIS : j j , r + i I , r : Cn : r NTRTro' B� OEXISTIDNGA M ECESSAR Y >; j : " : : . TYP ) : E r , : , u , ' .. ....mac :....:: .: .. ..... .. - `, s REMOVE, PROTECT ;AND PROTECT ADJACENT - - - ` y REINSTALL SIGN `'- AT ALL TIME ; { : : PROTECT EXISTING : :.,. . PROPANE TANK PIPING , : t , AND CONTROLS ' , , A , J , • i } _ J � • l / it J r LIMITS OF DISTURBANCE TYPr. = 3 , d , t i EXISTING ASPHALT PAVEMENT TO BE S U T AND DEMOLISHED SAW CU t : : 3 rt. - , r 1 K ON A ONLY TO N R OCCUR IF r V; ALTERNATE.ISSELFCT ED. ; i x 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 CTRUPTHDAI uinvvrav 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond VA 23235 ph: 804-423-6444 fx: 804-423-6445 REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 SHEET TITLE DEMOLITION AND E&S CONTROL PHASEIPLAN 11111111 SHEET NUMBER 111111 C103 ?? VV_5 f4 N(A 101,01a A-P-PP,OvCb dgW 101e-5114- ArPK6vP,b t4mm 16/?,3/11 lOJ impkw 14mtI �1 �� r z ; f J INSET A „ , , r ` , i r PROPOSED ASPHALT , PAVEMENT ' P�EPo g3i �RS�N�PZoNE r f ` v � 0 % _ , 0 ' 20' 40' , T : r r SCALE: 1 = 2 , i � � ' , i , N r� , ASPHALT REPAIR f , . --,-. , \, (SEE SHEET C5.02 , , v , , m _ , i , l , i r f t , t f p r t r i : , _ ` 3 I ASPHALT,REPAIR , , f . r f (SEE SHE ET C5.02) r , "v _. i. i , f, , I , - a : ' , a, : ' , ; Q SEE SHEET C5.02 , o < , ; � / , i + J I , r' , ' n r i r � i I i \ r 1 j/r J/) r U , t ij , i 1 i r Z . J , r , , r / : _ , Y , i , , , 7 ; r t-. t i - r r , , t , , i 7 } E f T i r r /z r ; r s a t : , l 4 : : c J , T i — , _ 1 ' : r t , s i , r , i , , 1 i no , , r f Z , : ; Cf) : : i. , , ' , .. i J 1 : i , l i j r , i , :r -" r r r rr < -`ASPHALT REPA{� , - i E SHE C . r (SE ET 5 02) , r LIMITS OE" DISTU BANCE ..(TYP) y J ' , , ' , ' t % : y ei < i J , f rt � , rr" 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE ! FACILITY I CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 80 4-423-6445 KEY PLAN r r SEE CO.05 FOR ENLARGEMENT SEAL V"XL V I M. n . E REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION I PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 I SHEET TITLE SITE PLAN SHEET NUMBER C3.03 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN SEAL a.. REVISIONS NUMBER BATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 SHEET TITLE SITE PLAN SHEET NUMBER C104 v „ 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 I KEY PLAN a f. SEE C0.0 n FOR ENLARGEMENT SEAL _ Ma N 46506 sx ALA REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER 1610 DATE SEPTEMBER 15, 2017 SHEET TITLE GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN SHEET NUMBER C105 ! JJILL-L- ATT�ZwebioPS11 ,Crpw,j\1 D tflJ Iv f Z3/ice APPP-dv6b nAim ro jxz/Gq- AFP (ZwQ� AIki 10 1 , 1 i 1 _ i i 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 Mmncp-Apr AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 CTR1IP'_TIIR®1 uivivvr&v 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 SEE CO.05 FOR ENLARGEMENT Lq �a REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION Ild,s;a """`" III I DATE �ISEPTEIVIBER 15, 2017 1,�j SHEET TITLE GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN SHEET NUMBER REVISIONS NUMBER DATE DESCRIPTION DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION Ild,s;a """`" III I DATE �ISEPTEIVIBER 15, 2017 1,�j SHEET TITLE GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN SHEET NUMBER County of Albimma le Coo --so .a ,ixan Ptai Chttkl%t —To 1ae placed on Lan-dscape Plans (1lraudl ook', P:Ir 111-2 II1,11 297 for complete speeltications) t. 'pla 1"c i12=lnsr !farms khall iae allow on ttco rrAL' Trots to be sawed; :l,,ioalts art" clearing (oots de dripline of tr s to bemwed); .1Aa04tiOT1 Untl VAn Of paoi tivc craouaaS; rad6 chasm es rqtair#at tree -wills or w4ll ; .:proposed trenching or tunnotlaas boyo 1 the limitg of a:learita& 2. All trees to be saved Shull be rrta'rlsed vwitla prim or rabbcra at a height ,clearly visible to equipment operatom NO grad +tag ShAlI bo& toll1, ft tro aararl0ns 1W-v been 'TnVectod and approved by a Couruty loveoton 54 TrQc presorvatlon and proteiAtonnicasures shall bo rcvicwcd with the ntracto�, ore sitc, 4, EMi�,1pgigaart Oggratioll. d, tararsaxra,, Heavy faq ipir ent, vhc 1cular trt to old swrage of C"' raction wat °it1l.;; ittclatditl s 4';oil M1411 r1:0. bo pg,IlNI(I within dif dripltnais oftrms to be savet �, y�i l Lr�+sit�.ra aarrti �t� rnr� ter iia#eTi1i�]t1,�r�t�S. Such devises Mall rant aaV cly a# cct trees to be saved, Fires are not permitted vwitWn 1 feat aftlte driplltle. r+f trees tobe saved, T axle niAlcrirals atoll not b?, attaaesl vvltltlln 100.frnt of tk drllallnc of troy s to lac saved, � Trees t lee retaicaed vv�atlrtr �� Foot o� � r.sb`�cl l�alltlira or �,radita�, aaoiiivit7� strait � prote�s�d lay �e�ci. IR�,rcirr� shall lao is prat. at�d �i lrrs#�d end a;irptove?i key to t�ataaty iaspe�tor 'eta' to kadiraS oc, �otasrr�aoti�aaa, , Vkeaa the ground level rrrar rt be raked ws itt the dripline of a tree to be sawd, a tree well wall be provided and d:Q0ngrtjftitata detail abraaitta(l #gar aapprova 1, C 'Areas tlac aroared la v :l must bo loworedulthin t1w drlpl.lve a tree to be saved, a tree wall shall is Provided; anti -a Construction devil sobratwed fbr apprt+val, 11, ' ° Y+elaln nntl `I"-rinn+eli When ttez ohin Is rNWrod vAtlaata the livalts ofokaarin it shall bo done as far away ftmtlac w ralks of tree-s as possible. Tunnelirr undaar ra IuSo troo wall bo conaidtnd as art afton tive whe a It is anticipated that renwaarry tevraching will dmqroy flea° ruts. I� l�e�t�e<tiv� t'o€aoiaa� shall lay ttr � lt�srts a�a'acv�od eltrri�a tl �saa.l ol�aaratp. I Damaged to°ems stadll b tr ateti itsrttaedlately by prunit C tllll tlon car officr rr lw ss a oln ssaatletl lay a spo list, NOTE, IT IS 7'11F, O VYLOP RI$ RliSPO IiB LIT11 TO CONFER WITH THE CONTRACTOR ON TREE, CONSUR;VKI'llON % l( { CO.NT&,kCT PURCHASER SIGNATV" (DATE) dyes ;pagg i of I SEE THE UVAF BIRDWOOD INDOOR GOLF FACILITY PROJECT CONSERVATION TREE CARE PLAN FOR RELATED TREE PROTECTION INFORMATION. 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS c IINK DEWBERRY 14207 POND CHASE PLACE MIDLOTHIAN VA 23113 ph: 804.938.8864 fix: 413.826.3804 TI R DMWPBV 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 LU + SMITH 11508 Alllecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 AFGQM 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 ph: (703) 682-4965 SEAL REVISIONS NUMBER MITE DESCRIPTION PROJECT NUMBER 1601 BATE October 18, 2017 SHEET TITLE TREE CLEARING AND PROTECTION TREE CLEARING AND PROTECTION SCALE 1" = 30'-0" ii SHEET NUMBER Ll .01 AVPK--6VVb filOxio/e/hi- m r r v Vest--' t6( Z3rI--i- !fi ! t' ft rr rI x .P ' + r, f ,r r r ! 1 / r•+ r'�' 1 2 /f > { f f+ a + `+ MODIFIED TEE AKEA-- BY OTHERS \ m r ..n SCALE 1"=30'-0" i QR 31 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED, PLANTING CALCULATIONS AREA OF PARKING AND VEHICULAR CIRCULATION - AREA REQUIRED FOR PLANTING OF TREES/SHRUBS (5%) - AREA OF TREES AND SHRUBS ADJACENT TO PAVED PARKING AND VEHICULAR CIRCULATION - 5 SHADE TREES PER 19 PARKING SPACES TOTAL SITE AREA - AREA REQUIRED FOR TREE CANOPY (10%) TOTAL TREE CANOPY AREA PLANTING SCHEDULE 15,419 SF 771 SF 1,684 SF 96,430 SF 9,643 SF 10,080 SF SYMBOL BOTANICAL NAME COMMON NAME ROOT SIZE QTY SPACING GT Gleditsia triacanthos inermis Thornless Honeylocust B&B JV Juniperus virginiana Eastern Red Cedar B&B NS Nyssa sylvatica Black Gum B&B QB Quercus bicolor Swamp Oak B&B QR Quercus rubra Red Oak B&B 2.5"-3" CAL. 1 AS SHOWN 4-5' HT. 4 AS SHOWN 2.5"-3" CAL. 4 AS SHOWN 2.5"-3" CAL. 13 AS SHOWN 2.5"-3" CAL. 12 AS SHOWN Bioretention Rain garden mix Ernst ERNMIX 180 Drill seed or broadcast at 20lb/acre with cover crop with cover crop of grain rye at 30lbs/acre Lawn Turf type tall fescue From VA Tech Broadcast seed at 6-8lbs/1000sf recommended list Meadow Conservation mix Ernst ERNMIX 156 Drill seed or broadcast at 20lb/acre 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PR0JHCT17TLE UVA GOLF INDOOR PRACTICE FACILITY CONS ULTANTS S� DEWBERRY 14207 POND CHASE PLACE MIDLOTHIAN VA 23113 ph: 804.938.8864 fx: 413.826.3804 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design AECOM� 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 ph: (703) 682-4965 S 1 Fib . Rachel Evans Lloyd Lic. No. 0406001005 EWSIONS RUNNMEER NDATE DESCRIPTION PROJECT NUMBER 1601 DATE October 18, 2017 SHFET TITLE LANDSCAPE PLANTING PLAN S HPFT NUMB M Ll ■03 2'-8" SQUARE LARGE FIELDSTONE VENEER WITH MOI -----PITCH---- JOINTS NO LESS THAN 4" OR GREATEF THAN 1" WIDE, RAKE JOINTS MIN. 1/2" D ° EXCEPT FLUSH ON TOP OF WALL. VENE ° ATTACHED WITH WALL TIES (NOT SHOD CAST ALUMINUM SITE IDENTITY SIGN ° ATTACHED WITH PINS IN PREDRILLED d Q ANCHOR. SIGN ON NORTHERN PIER ON d d #3 TIES AT 16" O.C. MAX (2" CLEAR AT ° FACES) d d' ° d (4) #7 DOWELS EMBED 8" INTO FOOTIN( d � a° SLOPE Q' ... ° SLOPE VENEER 4" MIN. BELOW GRADE 0 n . 5' n d fi -8 d 5" " i J Lu LU a I : d °: TIES 3" CLEAR, BOTTOM Z ° �� A d d I AND SIDES d 4 CV I ttt, O O ° O A O ° ° ° a p MIN. 4" #57 GRAVEL, — - INCREASE THICKNESS AS S . REQUIRED BY 3'-6" X 3'-6" X 1'-0" GEOTECHNICAL FOR LOCAL CONDITIONS (4) #5 X 3'-0" EACH WAY SECTION STONE PIER SCALE 1 /16" =1'-0" V a .d . -x— -xL- - a a d a W 0 .. .. . ,........... .. x d .. STONE PAVING SCALE 1/8" = V-0" 1 2" THICK BLUESTONE PAVERS FLUSH GROUT JOINT; TYP. 3/4" LATEX MORTAR SETTING BED. 1/2" EXPANSION JOINT W/ SMOOTH STEEL DOWEL (1/2" DIA. x 18" LENGTH) @ 24"O.C. PLASTIC SLEEVE AT ONE END). SEALANT TO MATCH PAVER COLOR, CONCRETE SLAB --SEE CIVIL COMPACTED AGGREGATE BASE --SEE CIVIL COMPACT SUBGRADE, )WNER HERN Y. CRUSHED STONE PAVING SCALE 1/8" = V-0" NOTE: MEET STONE FLUSH WITH ADJACENT GRADES. PAVERS SCALE 1/8" = V-0" C;UMHUSED GRANITE D STABILIZER TOP URSE TAL EDGE RESTRAINT /VN ADJACENT - MPACTED AGGREGATE BBASE MPACTED SUBGRADE SAND JOINT, WIDTH VARIES BLUESTONE PAVERS, 36"X36" PLAN SIZE DRAINAGE GEOTEXTILE 1" SAND SETTING BASE COMPACTED AGGREGATE SUBBASE GEOTEXTILE FABRIC COMPACTED SUBGRADE BIKE RACK SCALE 1/8" = V-0" CONCRETE FOOTII ABOVE ADJACENT GI LIGHT POLE BASE SCALE 1/8" = V-0" ')')If POWDER COATED 1-7/8" STEEL TUBING SURFACE MOUNT PLATE CONCRETE SLAB AND BASE -- SEE CIVIL LIGHT FIXTURE, REFER TO DRAWINGS FOR TYPE AND LOCATIONS ANCHORING PER MANUFACTURER'S RECOMMENDATIONS ADJACENT GRADES --SEE CIVIL CONCRETE FOOTING, DIAMETER AND REINFORCING PER MANUFACTURER ELECTRICAL CONDUIT --SEE ELECTRICAL 1414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS DEWBERRY 14207 POND CHASE PLACE MIDLOTHIAN VA 23113 ph: 804.938.8864 fx: 413.826.3$04 I�i DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 LB�IseD si n AEGUM 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 ph: (703) 682-4965 SEAL Rachel Evans Lloyd Lic. 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Ox O p O k O x x pk U> pk 'p O + 'p O aN 'OD x O x •0 x 0} ' p Ok k ,O pk O N OkQ '1y Ok " •Cp 0xdiS + 01 0 x p •O x •0 p ,0x •S p •� 'r.. O k o Ok O k x p •C� Ox a0 Ox a p k o opk ppk Ok Ok 'p •O k O O'px a0•0 Ok "O a0 k x oN 0•u� x+k k � •� O+ p+ x N O} °l ■�10' 20' 0 px SITE LIGHTING PLAN " Ok Y� SCALE: 1=20'-0" Ok x c0+ ,p 0 k •0 Ox ap Ox x PRACTICE p GREEN IXS77NG + EXISTING MAGNOIJA Prepared by: 7RM LIGHTING VIRGINIA CENTRAL �v 400G-2 Southlake Blvd. LIGHTI Richmond, VA 23236 VIRGINIA Tel: 804-379-7777 PROPMED www.lightingvirginia.com TREE NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE Luminaire Schedule 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER MAY AFFECT FIELD RESULTS. Symbol Qty Label Finish/Color Arrangement Lum. Lumens LLF [MANUFAC] Description AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR 4 C White {Ceiling Mounted) SINGLE 1102 1.000 Lexington Lighting Gro A6VOCLED-M-1330K DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. Q 19 WM Bronze SINGLE 719 1.000 EUREKA LIGHTING 11 W 835 lumens Suspense W COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET Q 14 A Bronze SINGLE 2600 1,000 Beacon Products SLD-24NB-27-3K-UNV-2-T5W-UNV-FTS-BZT OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT Type WM - facsimile for Suspense Outdoor Wall Scponce 11W - 835 lumens MH = Mounting Height in Feet APPLICABLE JURISDICTIONAL CODES. IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR Calculation Summary PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. Label CalcType Units Avg Max Min Avg/Min Max/Min 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR 7, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE Area Site Illuminance Fc 0,38 5.1 0.0 N.A. N.A. 13.5 0.0 N.A. N.A. TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, INITIAL LUMNES SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR Building Perimeter illuminance Fc 0.35 13.MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND Parking Drive Aisle Illuminance Fc 0.87 1.7 0.1 8.70 17.00 SPECIFIER RESPONSIBLE FOR THE PROJECT. AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Engineerin :software Since 1984 ,Lightir "'2f $ d vt a s k $ e & $ ? { 5$ 3} a r p0 Y F i � Y 9 R $ I P Ij 4 Y 3 � Y i � 8 R •}.,� q $ $ [ i S t Revisions a $ $ . � ! g8g k k k a e t +••� ¢P $7M( Y $ I 4 I $ g q9g 3 g C P § T � NI I C) im l Ti I �J § ca SSJ k e p w v e N ICI 101;Z gAr . ..... I Lq a W, in"k LTE I I Lei I 10 11, "i't, I LQ Submitted by Lighting Virgin a -Central Catalog Number: A6VOCLEDXX-1340K-C600-MD-XX Type: °xA Job Name: LIGHTING UVA GOLF PRACTICE FACILITY VIRGINIA Notes: LV -CENTRAL-017-23757 Prrwoject Name: Type: I 'DtiM1N4rENS,;6 5 E''-j 40. '1 S a..�*jai SIG o-D P €°A4 — LIE 0 :.::: yFt OUIItip LED 6'Aperture C600 Sent pecular or matte white painted e Iec or with deeply recessed lightly frosted polycarbonate lens. p' /" a 51/- ' < 2'/,i r DikulieI 'Beim a lit U t1- 1 Tgle 0 50 of center Bea,in Candle °ow r �— O I'/-✓ NW Narrow 25' MD Medium 36' i 57/✓ 48, WE WideriI MAX. Ced u � Thickness SCL Specular Clear "Alzak" 8.' SGC Semi-Specular Clear Ceiling Cut Out 5'/z" LED Array LED dcwnlighting is available in 700, 1300, 2000 and 3000lumens. A wide selection of optical assemblies allow distributions patterns to be total ed to fit 0. 4A variety of applications Standard non dimming driver with optional dimming divers with the ability to Interface with 0 10V or T iac lighting cantrol ystems provide additional light level control. ' Benefits • Light engine y ith three step MacAdam Ellipse binning for excellent color consistency. • Standard 80 CRI (minimum) with optional 95 CRI (minimum) fur color -ritical applications. • Hhl ener9Y efficient li htin9 solution with a to 100 lumens perwatt. qq: Driver housed within approved splice compartment and is thermally protected. • All driver include integrated surge protection. Optional 0-10V dimming drivers in two varieties, dovin to IN or 1 % " of lumen output. t s' • Optional Triac dimming driver with dimming to 201 of lumen output ie + Long Life. Minimum L_„of50,000hours. ` 1I •' • a yea' war anty on LED module and driver. Housing Pulyesterpoeider coat painted - eavy gauge -ob] roll steel housing with integrated „_.._::-- } °t flange and stainless steel spring torsion retaining ears. Luminaire is pre -wired and ,.,,,,• grounded to driver housing/junction box with easy access Lain below. Driver/ junction box is listed forthroughbranch aroaitwiring. Integrated forgedaluminum 1.�1��' ,� ... v<i. _.-.. - heat sink promotes rapid heat dissipation, extending LED life. Optional New Construction Frame provides positive location for ease of installation in a variety of ceiling materials Includes integrated bar hanaeis which feature form s i rigid cresssectionsand includejoistp;sitiontabs,integral nails, awJliary nail holes, T-Bar slots and holes for locking to grid using self tapping screws (byathers). M3nufactLired Fro Listed to UL 1598, ETL and CSA Tandcros. ' Non -IC construction Insulation must be kept 3' away bom luminaire. Sudable for Damp Locations Wet Ioration urcer covered rolling. IV Lrfi :tyVK1 !f11 tt P"v r.11ktfrc: EXI'AN?IPLE: ?3.6VQC=i'�:1D1-07271K-C60Q Sf. f _NW V+A4T-lI Wattage 07,17117M. y$f..,<.,,« . ,�& >.s.:.. v wF �3 . �rE' See Chart AbVOCLED 1 -07 = 700 27K = 2700K C600 SCL NW WHT EM Below 2 30K = 3000K SGC MD BILK HCR -20 - 2(M 35K - 3500K WE NCF -30 - 3000 40K - 0000K SDM VERIFY VERIFY VERIFY TDM VOLTAGE FINISH FLANGE ZDM Lumens Wattage* 700 Ck .7,7 700 4k ? oCU k 4 ors 13C0-4k I?5 1 Ise Volts NW-Nairo',a,251 WHT - White EM- Emergency Battery SDM-0-10VDimming toIM 9000'A 2J.2 2-277alolts MD Nl=dium 36, BLK - Black HCR-95 CRI(minimun) TDM- Tdac Dimming Diivsr 2000 41, 21 WE 47ide 48, NCF - New Construction ZDM - 0-10V Dimming to 1% .: 3000 31, 3 .3 Frame 000 4k 31 4+any I -- Vantagereserves theright to change components fins h design details In v, man +,,hi,h d e not site the installed appears xe or ieduce perf rmi ,rid ntended function ( —� -:; s A See Options pages fir• hither,®pUans and finishes, ',; _ -V VANTAGE LIGHTING INC A N T A G E L T G C O M �f JUUl11IllOU Vfle(J (, LU I 1 Submitted by Lighting Virginia- entral Catalog Number: Type: aA r� Job Name: SLD/24NB-27/3K/UNV/2/T5W/UNV/ LIGHTING UVA GOLF PRACTICE FACILITY FTS/BZT VIRGINIA Notes: "Ng>• LV - CEN- SLIDE Cat.# Job Type N SERIES Approvals ARCHITECTURAL AREA LUMINAIRE SPECIFICATIONS Intended Use: Finish: Fhe Leacon Slide luminaire is available with a • IFS polycstcr powder coat electio- -hoice of different LED Wattage configurations statically appli. d a, d hermocured. and optical distributions designed to replace :ILa • II-S frish consists o a five sage fighting up to 40OW MI -I or HPS. pre r atment iegirr , wi.h a polymer pril-ner sealer and top coated vvith a thermoset Construction: super l GIG polyester powder coat • The upper portion consists of a shade in a Tinian. choice of decorative styles, topped by a -1 e 5 he inishme.is ne.1AMA6 U decorative cast aluminurn cap, and to which per`crmai Ice specification which includes the optical assembly is mechanically passing a 3000 noun call spray test for secured. ccrrc. tort ressrar ce and tesis-,s cracking or • The electrical chamber7`itter shall be air loss of adhesion per ASTM D522 and resists I aluminum, decorative fitter designed to sir impacs of tap to 160 inch pour accornmcdate The driver assembly and shall mount to 3" OD x 3-4' hI tenon and be Listings: secured by three stainless steel set screws. • Listed to UL8750 , UL1598 and C''A22 24250.13-14 "or wet locations. Electrical: • D A approved • 1 UOV through 277V, 50 Hz to 6U-Iz (UNV) • Power factor is > 0.90 at full load • All electrical components are rated at 50,000 Warranty: hours at full load and 25'0 ambient Five year limited warranty (for more information conditions per MIL- 217F Notice 2. visit: • One piece optical cartridge system consisting o' an LED en fine LED lam gasket g lamps, agse and sainlass steel bezel. Car rdge is hod together , :r inter 1 al brass standoffs soldered to the board so that it can be field replaced as a one piece optical system. • Silicone gasket ensures a'A✓ecThcr-proof seal s ind each individual LED. ® Fixture electrical compartment shall contain all LED driver components. • A Limae i P'riotoce11 is available for this fixture. • Ra:erl ambient cpera:ing temperature 40'C to 40'C. • Surge protection - 20KA • LL`eshield111 Circuit - protects luminaire f om excessive temperature. The device hall acFva-e at a .,peat is `actory pr set temperature and progressively reduce power cver a III Ite temperature range. A luminaire equipped vvk[ i the device may be reliably operated in any ambient temperature up to 55"C (131'F). Operation shall be smooth and undetectable to the eye. I hernial circuit is designed 'o fail on", allowing the luminaire to revert to full power In the event or an interruption of its power supply, or faulty vviring connection to the di lvers. he device shall be able to co -exist with other 0-10V control devices (occupancy sensors, external dimmers, etc.). Controls/Options: heal able with Fn rgeni for optional se dimming, timed dimming with sin iple delay, or timed dimming based o1 Jme of ighT (see CERTIFICATIONS/LISTINGS s�® f C us low '3000K and warn er OCT, only, PRODUCT IMAGE(S) DIMENSIONS —25 1/2"�' Flat Top / Flat Shac'e rr Flat Top / Sloped 'Shari, 251/2" Flat lop { Curved Shade 0 C Beacon Froducts • 2041 58th Avenue Circle Last Bradenton, FL 34203 • Phone: 800-345-4928 o HUBBELL N Due to our continued efforts to improve our products, product specifications are subject to change without notice. W= Lighting 02075 BEACON PRODUCTS, All Rights Reserved -For more information visit our website:wmv.beaconproducis.com •Printed in USA SLD-SPEC 3/77 MODERN FORMS A WAC LIGYriNG COMPANY Fixture Type: WM Catalog Number: Project: Location: 3,r. 15" 17" 11" I f I 1^ 8„ — I —10"� 10" 4 --12^ — 14" I— 16" WS-W191 1 WS-W 1915 WS-W 1917 'Distance from back plate center to top of fixture 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 for a filament -free design. Couple your passion for living with our passion for lighting. FEATURES • CECTitle 24 compliant forWS-W1917 ETL & cETL listed for wet locations Dark sky friendly Universal driver (120V, 220V, 277V) for WS-W1917 Tvvist lock glass for minimal hardware Integral transformer in canopy Replaceable LED module = 70,000 hour potential life • Color Terl 3000K • Cl90 ORDER NUMBER LED Delivered Model Height Width Watt Voltage Lumens Lumens Finish AL 115 BZ 17 Example: WS-W1915-AL :yJxMfliCKs\i[t•]il Construction: Aluminum with a thick, mouth blown clear glass element. Light Source: High output LED. Dimming: Dims to 10% with an electronic low voltage (ELV) dimmer. Mounting: Mounts directly to junction box. Finish: Brushed Aluminum (AL.), Bronze (BZ). REPLACEMENT GLASS Inner glass Fixture RPL-GLA-1911 WS-W1911 RPL-GLA-1915 WS W1915 RPL-GLA-1917 WS W1417 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 ourproducts at any time as part of the company's continuous improvement program. SEP 2016 Submitted by Lighting Virginia -Central Catalog Number: Type: ^A�+� Job Name: SLD/24NB-27/3K/UNV/2/T5W/UNV/ LIGHTING UVA GOLF PRACTICE FACILITY FTS/BZT A VIRGINIA �mxeNotes: LV - CENTRAL-017-24044 ORDERING INFORMATION ORDERING EXAMPLE: SLD/36N SLD • I 11• S�LD_Slde 24NB-27 27W,LED 3K 3000K UNV 120-27 array 4K 4000K 24NB-55 55W,LED 5K 5000K array 36NB-80 BOW, LED 1 , array 48NB-110 11 OW, T1 type I LED array T2 type 11 T3 type III T4 type IV T4BLC type IV, backlight control T5R type V, rectangular medium T50M type V, square T5W type V, round wide 2-FOR # ETO 31K/UNWT4/CTS/BB OF POSTS ' it 1• 1 1 1 CTS curved shade BBT basic black textured PEC-120 button,120V STS sloped shade BMT black matte textured PEC-208 button, 208V FTS flat shade WHT white textured PEC-240 button, 240V MOT metallic bronze textured PEC-277 button, 277V BZT bronze textured DBT dark bronze textured GYS gray smooth DPS dark platinum smooth 1 1 1 1 GNT green textured GENT-XX2 energeni MST metallic silver textured MTT metallic titanium textured DWI old world iron RAL to mute pr Lit N'gltBU cloy ees 1Po0fyLnr Raft1.1n1 Awl obir ,i .Uatlo '.11L a Wbsn - ,,,. -r g Lnergen spot ry Il e ro � e selling mae,L,n nple tiLlJl 0 ). gee L :ergo - d cl,ure a,C'nsbuct'ons for aeW,y table and npt'-„s PHOTOMETRICS Type II Type III Type IV SLD 48NB-110 5K T2 SLD-48NB-110-5K-T3 SLD-48NB-110-5K-T4 80, E Type V Square Medium SLD-48NB-110-5K-T5QM Sd 60' 20' 0' 40 -1; 20 Ji /\J R Type V Rectangular SLD-48NB-111 80' 60' 20' 0' 40 40 20' 20' 11 \ �' 60' 11 f 80' 5 Type V Round Wide SLD-48NB-110-5K-T5W 80' 60' 20' 0' 40 20' o' 20 / 80, 4° / .. -- Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 •Phone: 800 345 4928 HUBBELL EIF Due to our continued efforts to improve our products, product specifications are subject to change without notice. r,ua®eu Lighting N ., 02015 BEACON PRODUCTS, All Rights Reserved • For im e information visit our website: www.beaconproducts.com Printed in USA SLIDE SPEC 3/77 by Li h Submitted tinting Vir iniaC - entral Catalog Number: Type: Job Name: SLD/24NB-27/3K/UNV/2/T5W/UNV/ A LIGHTING IGOLF PRACTICE FACILITY FTS/BZT VIRGINIA mR� Notes: PERFORMANCE DATA I III r 2,833 105 I 111 , 1 Irl r I I 1 I T2 T3 24 350mA 27W T4 T5QM T5R T5W 1 0 1 1 1 2805 104 1 0 1 2408 89 1 0 1 2,805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 3,086 114 1 0 1 3055 113 1 0 1 2623 97 1 0 1 3,085 114 2 0 0 3055 113 2 0 0 2623 97 1 0 0 3,142 115 2 0 2 3111 115 2 0 2 2670 99 2 0 2 3,044 113 2 0 1 3014 112 2 0 1 2600 96 2 0 1 24 700mA 55W T2 5666 102 2 0 2 5610 101 2 0 2 481G 86 1 0 2 T3 5610 101 1 0 2 5554 100 1 0 2 4784 86 1 0 2 T4 6171 111 1 0 2 6110 109 1 0 2 5245 94 1 0 2 T5QM 6171 ill 3 0 1 6110 109 3 0 1 5245 94 2 0 1 T5R 6283 113 3 0 3 6221 111 3 0 3 5341 96 3 0 3 T5W 6087 109 3 0 1 6027 108 3 0 1 5201 93 3 0 1 36 700MA 80Vy T2 8505 101 2 0 3 8415 100 2 0 3 7224 87 2 0 2 T3 8415 100 2 0 2 8331 99 2 0 2 7175 86 2 0 2 T4 9256 110 1 0 3 9164 109 1 0 3 7868 94 1 0 3 T50M 9257 110 3 0 1 9164 109 3 0 1 7868 94 3 0 1 T5R 9425 112 3 0 3 9331 ill 3 0 3 8011 96 3 0 3 T5W 9131 109 3 0 2 9040 108 3 0 2 7801 93 3 0 2 48 700mA 110W T2 11332 102 3 0 3 11220 101 3 0 3 9633 87 2 0 3 T3 11220 101 2 0 3 11108 100 2 0 3 9567 86 2 0 3 T4 12342 111 2 0 3 12219 110 2 0 3 10491 95 2 0 3 T5QM 12342 111 3 0 2 12219 111 3 0 2 10491 95 3 0 2 T5R 12567 113 4 0 4 12441 112 4 0 4 10682 96 3 0 3 T5W 12175 110 4 0 2 12053 109 4 0 2 10402 94 4 0 2 'Lumen values are tram photometric tests pedormed in accordance vaith IESNA LM-79-08. Data is considered lobe representative of the configurations shown. Actual performance may diner ass result of end -user environment and application. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE NUMBER DRIVE OF CURRENT INPUT VOLTAGE SYSTEM POWER CURRENT # OF LEDS DRIVERS ( mA w(Amps)) (V) IIIIINIIIIIII aIculated TEMP. 0 25,000 50,000 60,000 100,000 (HOURS) 11 I© 1 111 1 Projected per IESNATM-21-11 Data references the trArapoiated performance projections for the base model in a 4(i ambient, based on 10,000 hours of LED testing per IESNA LM-80-O8. AMBIENT TEMPERATURE I LUMEN MULTIPLIER �� 11 ®® li Use these factors to determine relative lumen output for average ambient lemperan es from 0-40°C (32-1041F). Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 + Phone: 800-345-4928 ® HUBBELL 0 N Due to our continued efforts to improve our products, product specifications are subject to change without notice. W= Lighting 0 2015 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SLIDE 3/17 Submitted by Lighting Virginia- entral Catalog Number: Type: ��� Job Name: RNS-1 5-40-11 -DE-PCXX-OPEN TOP POLE LIGHTING IGOLF PRACTICE FACILITY G VIRGINIA Notes: h.`tRN d _... LV - CENTRAL-017-23757 l4' 12 FT POLE TO BE DIRECT EMBEDDED Pole Shaft The pole shall be a one section design fabricated from standard 11 gauge (0.1196") or 7 gauge (0.1793") steel. Each section shall be fabricated from high strength low alloy steel conforming to ASTM A-500 grade B, with minimum yield strength of 42,000 psi. Each ale will have p a e a full-length longitudinal weld and will be cylindrical in cross-section. Base Plate The base plate is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds ASTM A-36 with a minimum yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate has slotted bolt holes. Hand Hole A reinforced hand hole, having a nominal 2.5" x 5" opening, will be installed 18" above the base plate on all poles. A hand hole cover and attaching hardware is included with each hand hole assembly. A ground lug will be welded either on the hand hole frame or on the inside of the pole opposite the hand hole depending on the design. Anchor Bolts Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva- nized flat washers. Anchor bolts shall be galvanized a minimum of 4" on the threaded end in accordance with ASTM A-153. Anchor bolts will ship with the poles unless otherwise specified. Pole Top Each pole will be provided with either a removable pole cap or 2-3/8" O.D. x 4" tenon top (other sizes available). Welding All welds shall be of the highest quality and performed by American Welding Society certified welders conforming to the latest ver- sion of the American Welding Society specification AWS Di.i. Finish F POLE TO BE PAINTED TO MATCH AAL STANDARD FINISHES All poles, mounting brackets and platforms are furnished with a coating of either red oxide/zinc primer, factory painted, powder coated or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish coatings are available by request. Note ,3iiC.17Q! i7C�it %2ftC?il�: 7ti? Dr'L?!t:!;. t`^ Cr27!h7F:. F'''Eaa",r I ,`Cn r , p ccr:rsu t =acf+pry n ,or, co;,s ruction. T Anchor Bolt ' - Bolt Circle i Projection -1----- WidthI- r a Slotted Holes - Base Plate Base Detail y Phone: t 886F 8117 924-7049 ii 474-7200 Fax: i {f American Lne Pole reserves the right to change any portion of this publication whhout notice in order ai to promote product improvement and allow for inaterial availability. Excellence ) Illumination Engineering Software Since 1984 r--' MPQ Arolyndt, kle. ' 8 $j$j C @gj@gj I l 1 i _ d $p 3 I I s¢x R ° { 1 E I ! 1 l x t If e i p l 3 8 I a 5g{{ p 8 3 t j i a 1 � a jje x S F I .. Revisions I ° l l l t a" i B 3 $ � t l s u l i 1 l i I t i 3 Y I � s 3 I R ' ; 3 l I � i { f +�/ B *f l r l I 'T�l i _i l a�••II r � T! ' i�, •,i,� g • ¢1¢ �4 - q l f ^ 4i3 e p�er•r•�' }��+[1 j� e 1 i @gg R I ,,��++�r 1i1 i,d.i 4— ¢ Et n: Oct 12, 2017 1 ndex Pnop1 Submitted On: Oct 12, 2017 Submitted On: Oct 12, 2017 bmitted On: Sep 7, 2017 [1119MEM