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HomeMy WebLinkAboutSDP201700028 Plan - Approved Major Amendment, Final Site Plan 2017-10-31DRAWING INDEX (26 SHEETS GENERAL T1.01 COVER SHEET CIVIL CO.01 GENERAL NOTES CO.03 SITE OVERVIEW CO.04 SOILS MAP C1.01—C1.02 EXISTING SITE CONDITIONS C2.01 DEMOLITION PLAN C3.01 SITE PLAN C3.02—C3.03 GRADING AND DRAINAGE PLAN C3.04 UTILITY PLAN C4.01—C4.03 UTILITY PROFILES C5.02—05.06 CONSTRUCTION DETAILS C6.08 FIRE FLOW HYDRAULIC MODEL LANDSCAPE 1-1.01 LANDSCAPE PLANTING PLAN 1-1.02 PLANTING DETAILS ELECTRICAL E1.01 ELECTRICAL SITE PLAN PROJECT ZONING DATA ALBEMARLE COUNTY ZONING CLASSIFICATION: HIGHWAY COMMERCIAL — HC PROPOSED BUILDING MAXIMUM HEIGHT: 33'-9" PROPOSED BUILDING MAXIMUM FOOTPRINT: 9,166 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 ZONING OVERLAY DISTRICTS — AIRPORT IMPACT AREA AND STEEP SLOPES — 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 SCALE: NTS SITE 250 t �� ROAD 9 0 o "� 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 MANAGED ENGINEER: Dewberry Engineers Inc. Devin M. Keeler, P.E. 4805 Lake Brook Drive Slulte Glen Allen, Virginia 23060 PH. (804) 290-7957 FAX (804) 290-7928 dkeeler@dewberry.com SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION PLANNING/ZONING 12 APPROVAL ❑ REVISION ENGINEER ❑ BIDDING ❑ RECORD INSPECTIONS �8 200 0 14 A Him I [1- 119 PROJECT TITLE UASH FATBOARSUVA SQUASH FACILITY HEAD AT BOAR'S HEAD ADDITION TO MSC '11 • ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 " = 250' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING 4 ENGINEER YSMP REVISION #: INSPECTIONS �8 09/111/17 ARB 2 DEPARTMENT OF FIRE RESCUE ACSA REVISION ALBEMARLE COUNTY SERVICE AUTHORITY/ 08/09/17 VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT NIA DD PROGRESS SET PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS civil Dewberry 4805 LAKE (BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND;, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consulltants, INC. 10010th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 SEAL ++ y , +y p i.TR oA i A VI M. ER �. N _ 46506 REVISIONS NUMBER DATE' DESCRIPTION 4 09/25/17 YSMP REVISION #: 3 09/111/17 YSMP REVISION 2 08/31/17 ACSA REVISION 1 08/09/17 REVISION #1 07/211/17 DD PROGRESS SET 05/05/17 100% Documents PROJECT NUMBER 1613 - DD, PROGRESS DATE SEPTEMBER 11, 2017 SHEET TITLE COVER SHEET SHEET NUMBER T1.01 GENERAL NOTES 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. EXISTING CONDITIONS MAPPING: A. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED APRIL 2017. 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM -0698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION. 9. 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. 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. 11. ALL LINES EXISTING AND PROPOSED, SHALL NOT HAVE A DEAD-END IN EXCESS OF 5 FEET LENGTH FROM 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. 12, ALL WATERLINE, PIPES, TEES, BENDS, VALVES AND FITTINGS SHALL HAVE FLEXIBLE RESTRAINED JOINTS. 13. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 14. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 15. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION, 16, ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 17, CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WIITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 18. 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. 19. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 20. FINAL APPROVAL IS SUBJECT TO THE CONDITIONS LISTED IN THE ZMA200400015 DATED DECEMBER 6, 2004, AND SUBJECT TO THE ASSOCIATED PROFFERS AND EXHIBITS CONTAINED THEREIN. AS -BUILT PLANS SHALL BE PROVIDED FOLLOWING CONSTRUCTION. 21. EXISTING WOODED AREAS ON SITE ARE PRIMARILY COMPOSED OF EVERGREEN. 22. FIRE HYDRANT FLOW TESTS WERE PERFORMED BY ALBEMARLE COUNTY SERVICE AUTHORITY AT THE EDNAM LOCATION DATED JUNE 3, 2015. FLOW HYDRANT 12579 PRODUCED A PITOT PRESSURE OF 37 PSI AND A TEST FLJ.OW OF 850 GPM. FLOW HYDRANT 12552 PRODUCED A PITOT PRESSURE OF 38 PSI AND A TEST FLOW OF 861 GPM. 23. CONTRACTOR TO PROVIDE A DETAILED POLLUTION PREVENTION PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 24, 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 ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE DURATION OF THE PROJECT. 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 INSTALUATION OF NEW, OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. RWSA GENERAL WATER & SANITARY SEWER NOTES 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 EX'1STING 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 -CCN 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 UTIL'.ITY 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 ANDY 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 PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY, 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING 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 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 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/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 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/1DOSF. 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 17-2078) LEGEND --- --- -- --- UGE - -- ----- EXISTING UNDERGROUND ELECTRICAL LINE ......CHE rE __.____ EXISTING EXISTING OVERHEAD ELECTRICAL LINE - ------ G__._..___._ EXISTING GAS LINE ---- --- - -- ----- EXISTING SANITARY LINE ------ ` D EXISTING STORM LINE -- ----- --- -- U T --- EXISTING TELEPHONE ---------- - ---- 0H ---- EXISTING OVERHEAD TELEPHONE DIVERSION DIKE EXISTING TREELWE ,,,;,, EXISTING WATERLINE -- -- - - - 6"18 -- -- -- -- - EXISTING CONTOUR .) EXISTING POWER POLE TEMPORARY SEEDING EXISTING ELECTRICAL GENERATOR 4`• EXISTING SITE LIGHT 3.35 MULCHING EXISTING WATER VALVE rE.,� I 'Y 'r a ` QS Q) v-_� I_ C :M EXISTING STORM INLET L� 8. j (E Q % _! EXISTING MANHOLE TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. DATE EXISTING FIRE HYDRANT 3a (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SEPTEMBER 1 1 , 2017 EXISTING WATER METER __v ____--- -l_ _-------_-----.. EXISTING FENCE A EXISTING SIGN EXISTING TREE }t";j EXISTING SANITARY CLEANOUT EXISTING STEEP SLOPES DOORWAY ACCESS VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.01 SAFETY FENCE REVISIONS 1. 3.02 CONSTRUCTION ENTRANCE NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF VNORK. NUMBER DATIE DESCRIPTION 4 09/25/17 VSMP REVISION # 3.05 SILT FENCE SF -- X 3.07 INLET PROTECTION IP NECESSARY. 3.09 DIVERSION DIKE DD 07/21/17 DD PROGRESS SET 3.13 SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 3.31 TEMPORARY SEEDING (TS) 3.32 PERMANENT SEEDING PS 3.35 MULCHING 3.39 DUST CONTROL ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PROPOSED LIMITS OF DISTURBANCE HARDSCAPE TO BE DEMOLISHED TREE TO BE DEMOLISHED 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 SS - 0 PROPOSED SANITARY LINE PROPOSED STORM LINE u SD PROPOSED STORMSEWER STRUCTURE ® PROPOSED SANITARY SEWER STRUCTURE 0 PROPOSED CLEANOUT PROPOSED 11.25 BEND PROPOSED 22.5 BEND PROPOSED 45 BEND �l PROPOSED 90 BEND PROPOSED CAP PROPOSED TEE O PROPOSED POST INDICATOR VALVE (PIV) �o PROPOSED FIRE HYDRANT ASSEMBLY ® PROPOSED WATER METER H PROPOSED GATE VALVE PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED LIGHT POLE PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED BIORETENTION t t PROPOSED GRAVEL HARDSCAPE PROPOSED RETAINING/SEAT WALL - - PROPOSED ROAD CENTERLINE PROPOSED CURB & GUTTER CG -6 PROPOSED CG -6 CG -6 CG -6R TRANSITION FROM CG -6 TO CG -6R ACSA GENERAL WATER AND SEWER CONDITIONS PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD ADDITION TO MSC PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS CMI Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consultants, INC. 10010th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 SHEET TITLE GENERAL NOTES SHEET NUMBER C0.01 REVISIONS 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 VNORK. NUMBER DATIE DESCRIPTION 4 09/25/17 VSMP REVISION # 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, 3 09/111/17 VSMP REVISION ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS Oft INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS 2 08/31/17 ACSA REVISION NECESSARY. 1 08/09/17 REVISION#1 07/21/17 DD PROGRESS SET 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS 05/05/17 100% Documents 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 CMVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLIPNES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PROJECT NUMBER 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1 613 - DD PROGRESS 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. DATE 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). SEPTEMBER 1 1 , 2017 SHEET TITLE GENERAL NOTES SHEET NUMBER C0.01 /1 i� f .,..r'' / ( -,f I l - �,.�`-�-� ___ �a `" f / I L} ' l „r.y-„..,- _,� ".�-� -r I J { `_'1 -, �, 4 j I I I i t - - C _..__.._.__.____ �.-.--_._ '7 _` ��^ ..__....- -----___`. --_--_J -_-_.._--_._---.----- / le , i a �t'it1 CSL ( t j I - r -...,1 _ j Z' —_ I ( fS 1` 9 r'r • , 1, , }; ) ` Ism �'? i i � �� i y`\ � i i ---- _-_ \ / I 1`.__ ', I f'` --. `- .a VT �� H ? r _ _._ -"_ c __-_._---- -` __- \ / 11 I _j/ - -- _/_' / / 1 / _ _ - f < J �J 3 ' , O' 1 414 WEST FRANKLIN STREET tz - Y 1lo r / / / - -- f/ -_ ,, _' - _"' --- - _ ,. �. -. _ 7 1 1 t"�_: 'r - . ___ 1 /� a's __, _ ` r ,,.. _ _L1 '--._ i _ __ _p ..._ _ -�„ ,' _ _ f ;,.,jJ ' ` C'��Ny :7 'v , �.�1'_ _ / r. �,.,�,, S /' `�\ L a l:` J y L z _ t'1 illi / N 'moi \ 1-S.�,a-.r '� ,I T - P.__-^-._-._-" �1 __ Lt' 4 Y �� � 1 4405 � i � � � 06 i !,/r ,� J y / ,,,.._•,_,-;::dew ;'' _ ,-.-_ _ r r - $\j t t'� ,/ 'y - -r�ra� 1 � PROJECT TITLE UVA SQUASH FACILITY f-_ _ I'llI '111 >; _ -rv�/,,.r~r-, c,,�4 d / r!r f--1 Y f . °5 ` 11y. _, ``,l,ncTop'! ,; ` -, ?j _ -_ 6� _ _ :_=;�-� � ,,r r' 11 r h � i ,,_ - / .- __C - -- �/j 1.., ==_ _ ;z� "r`ry�___""_____1____________­ ! °l �_A / '/' - , J' ,, ` �`� 1 ~ �_, -' I„ / fAT �S _ , / rr - '---,...... � _l' : r Jj i 'l „.._r._ .� 1 -_ _ � ? 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EX ING STEEPP� SLdPES�( TYP /, Jli�,f <f� y' �,y / 4 ) ; % r. `; ' I \ I yX� �'I CONSULTANTS / civil Dewberry 4805 LAKE BROOK DRIVE { 1,4 . "r r I 1 ��� RIM 3 .I 7 ,i , 'r ��r' SUITE 200 6 „PI ���N;41'1( s�vl l/ l / ;�1 ,� 5j- l I l cry / / ' r ,1,<(; 16 I V �N �5� [; f 16" + %' ' r �'' '' ' / S' 15" P �N I l% o GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: $04-290-7928 fi ,' �Ar/ '\ / / ii`` i ` r U I I 5 6 I� fly :�,�,1 TMP 59D2-1-15 w 40 0 1 C> 0'A'UNIVERSITY landscape AECOM Charlottesville OF VIRGINIA HOST PROPERTIES, INC. = D.B. 2933, PG. 80, 85 (PLAT) BOARS HEAD SPORTS CLUB w ,;; D.B. 2056, PG. 87 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 z D.B. 1122, PG. 487 _ 'r, IIV IN=53 4716869104636 ph: 703-682-4965 .2 v GPIN: I? P�l},,C V OU = 1.1 ZONING: HIGHWAY COMMERCIAL Q jjI/,';,�..✓,.'(t�y r / /ml IU71(rht I. structural D,M,W,P&V . ' x I LCN r, / c % t,� :� 1025 BOULDERS PARKWAY SUITE 310 LO l o' 1 �I Lr) N iJi 1 Yy '/ �' [`' RICHMOND VIRGINIA 23225 h:804-323-0656 l ` fx: 804-272-3916 / / / ' ✓ j i /<`�jl mep 2RW Consultants INC. P� -r` ` 'I I 10010th STREET, NE SUITE 202 A /`� ' \ I CHARLOTTESVILLE, VA 22902 ph: 434-2916-2116 fx: 434-917-1862 / f I FF=549.71 �/, f �F j� f ,' STORM - — — — — — — — — — — — — — — H STORM — — — — — — — — — — fir— — — — — ; — — — _ 8„ P RIM=545.2 ' E\ INV. IN-537.-�—lye-- �S NV. OUT=5 O� O 1 O C' �G, , %' / I- / �P J 1► 1 �jl 41 McARTHUR SQUA.3H CENTER 5610 \ ( ( I \ \ \ \C MH �, I �6" 'r ' f G\ /q� I RIM --55.0' T INV. IN=5 7' r \ \ / ( \'��r`, �. ,rte..- ✓ r ✓ \ X \ \ INV. OU =542. ' SEAL MH -1 SS \ \ ` \ 30'" NYLOPLAST BAS ir�,hUlj O / / \ ' ; �� '✓'�\ \� RlMz 555 INV. IN=546.' ELEC. Id�V. IN=546. RIM=567.75' INV: IN=561':6' INV. OUT -561.6 ,�. +a �► T= I I METER INV.ER r.r 30" NYLOPLAST BASIN s . N _ 41506 RIM=565.24' j MH -11 SIAMESE INV. OUT=559.2' r INYJ. 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OUT=542.3' 15" HDPE \ \ — , 15" HDPE — _ �_ — _ ,� 15 HDPE — — �� — — — — — — - - M PROJECT NUMBER 1613 - DD PROGRESS ' - -, ' r �� - 561.39' _-- / TM f / / / /^ --- .� 30" NYLO BASIN IN+1. IN=555 / / ss�v� — _� NI RSI OF�VIR INIA FOU DATI N f„ / f- ) �,...- - - / / ' / IN' S5�•6 DATE D 4662, PG. 74,/577 (P ) X -/ ,�� /, - - �.. : -- f/ \ / _- INV. IN=558.x' - / . 293, P . 80, 85 (PLA) 7 \ X'�X -- __ _/ - - -- -� --- ----- X\ i -�+N� OUT=558.5' - 4' SEPTEMBER 11, 2017 �D,B D. 27 2, G. U5 X // - I -- D. . 1 55,G. 71 / ( o „ 7 0, G. 72 / / \ 42 6 E 59.80 / -- i > \ s \ \ �\ _ ( ( �' / ' It D.6. --45Y, OV85 (PLA) 60 '� \ \ / // \ / SHEET TITLE EXISTING c / BIRDWOO4 OLF OURSE" J % P N / ss soy > 544rOt A RES / / / I �,/ / / GPR� P � '-'- --� � ` � / l � 1 � ,/� r / % \ ) '� s ' \ 1`?' \ SITE CONDITIONS + , - JJ SHEET NUMBER 0 C1 001 Iv� sGI fYf v] +s v J + x x x x x x TMP 59D2 -4-B- s x x x x I + q <C2�--:--RWALL x �'I FRANKLIN• RICHMOND, VA 23220 i 7— ph: 804-344-4405 ++ 6d' �_ I \ — — fx: 804-344-4406 +® _ \ PROJECT TITLE +s \ ATA SQUASH FACILITY �� \ /+ BOAR'S HEAD + s� \ ADDITION TO MSC \ I I II \ s CP6\I I I ®I ( \ PROJECT ADDRESS ® ®® i I / — \ CHARLOTTESVILLE, �o ®%® + I I I% — o _ 40 VIRGINIA 22903 ® / / \ \ /0 ' I' II ' IIII s I1I lI I/ / S \i CI A1L/ /E / : �1- = G- I, U ' /( /1 - SCONSULTANTS + w civil L' Dewberry + + 4805 LAKE B R O O K � D R I V� E SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 + � fix: 804-290-7928 m 6dl landscape + IV N AECOM Charlottesville RAL 455 SECOND STREET SE SUITE 100 '0 1177 x ;i' CHARLOTTESVILLE, VA 2 3 2 2 5 tet ph: 703-682-4965 + L.a structural ,;D,M,W,P & V+ 1025 BOULDERS PARKWAY SUITE 310 - RICHMOND, VIRGINIA, 23225 ph: 804.323-0656 x. 804272-3916 mep N 2RW Consultants INC, CD SUITE 202BOARS HEAD SPORTS CLUB ► 10010th STREET, NE CHARLOTTESVILLE, VA 22902 ph: 434-290-2116 x X X x X X x X X (; C l/1', fx, 434-977-1862 A��f, x 30" NYLOPLAST BASIN RIM=567.75 INV. IN=561.6' INV. OUT=561.6' + + + 'CPE + + SEAL Ix + 0 . . . .N 46-506 m rn L Ypl LO REVISIONS 42 4 1 5 NUMBER DATE DESCRIPTION 4 09/25/17 YSMPREVISION#2 + 3 09/11/17 YSMP REVISION HDPE 2 08/311117 ACSA REVISION 1 08/019/17 REVISION #1 coMcasr 07/21/17 UD PROGRESS SETYLOPLAST N'��05/015111 100% Documents567_9f,�_+ 575 + x PROJECT NUMBER 1613 - DD PROGRESS I \ `s, DATE+ �+ SEPTEMBER 11 2017 + EXISTING SITE + + CONDITIONS + + s ++ � IC I' / � / � "�-l' ---' \ � , / � � / / � / s + � / � � � SHEET NUMBER C1.02 IIJ, It ------ IU I9' IIIIIIIIII414 IET WEST FRANKLIN STRE _IA' VA 23220 IIIRICHMOND, II3AW 804-344-4405 IIph: CUT­,AND,�`D/EMO' EXISTIN ------- IIfx: ITAT 804-344-4406 -v- IIF21MENT/ PROJECT TITLE . ........... IUVA I SQUASH FACILITY AT BOAR'S HEAD IIADDITION IIIO' TO MSC I20' 40' _j ISCALE: IIII71 1 20' PROJECT ADDRESS REOOVE':"EYIST�N IIIREMOVE EXIS IIV TING EGE I- ,�S ARY WALL CHARLOTTESVILLE, VIRGINIA 22903 IIIRETAINING IIIIREMOVE EXISTING VEGETATION III IIII-ECT CONSULTANTS EXI�STING STEEr PRO- PROTECT EXISTING YARD DROP SLOPES! civil I(TYP) IINLET STORM STRUCTURE IIDewberry II4805 LAKE BROOK DRIVE L) IItPROTECT EXISTING 18" HDPE SUITE 200 itIIISTORM SEWER GLENN ALLEN, VA 23060 II- - ------------ A -7957 PROTECT EXISTING 15" PVC III) fx: 804-290-7928 SANITARY SEWER tPROTECT EXISTING IUNDERGROUND ELECTRIC III455 landscape AECOM Charlottesville 1,117 ILINE ItiP EXISTING UNIVEF SECOND STREET SE 100 IPROTECT ISUITE IBOAR" tLA SANITARY STRUCTURE !IF 1) SPOR L . G. So, (P LAT 5 6, P G 8 CHARLOTTESVILLE, I2' ROT EXISTING/ 1,8 . VA 23225 jr,� IECT PROTECT EXISTING 41� r IN -Lj PVC, SANITAR Y/ SANITARY LINE GPI� 4' ph: 703 -682-4965 IIPROTECT EXISTING SANITARY STRUCTURE, +j, H L IIIPLUG ZONING: structura OUTLET UNTIL NEW SEWER IS IIlIIIf7fj D,M,W,P &V T ICONSTRUCTED, TESTED, AND ACCEPTED Lp IIDEMO I EXISTING 1025 BOULDERS PARKWAY SUITE 310 III LINO IRICHMOND, ISANITARY VIRGINIA, 23225 LINE IIIVEGETATION 804-323-0656 III)j, IDEMO EXISTING SANITARY LINE ph: IlIi Ifx: ISAW CUT, DEMO EXISTING I44 EXISTING EXISTING 804-272-3916 IIPROTECT -F DEMO VEGETATION -6 CURB AND IICG IImep IT REMOVE, PROTECT, PROTECT EXISTING I GUTTER 8" 2RW Consultants, INC. ISTORE, AND RELOCATE LIGHT POLE 100 10th STREET, NE EXISTING IIIIVALVES ID,EMP SUITE 202 EXISTING tCONCRETEI REMOVE, PROTECT, PAVEMENT' CHARLOTTESVILLE, VA 22902 ISTORE AND RELOCATE PROTECT EXISTING tt IIIIIGENERATOR. STORM STRUCTURE DI -7 ph: 434-296-2116 DEMO IIIII-_,,CONCRETE PAD fx: 434-977-1862 --------- IIIIIDEMO I- 24,','_JiDRE -STORM -SEWER_LIN� I FT ? 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PRIOR TO THE ACSA ACTIVATING WATER/SEWER SERVICE THE EXISTING ' I'=,t-�r__ .___-- WATER MAIN ALONG BERWICK ROAD MUST BE UPGRADED TO ACHIEVE `. �'' %J { ` { . 414 WEST FRANKLIN STREET REQUIRED FIRE FLOW. SHEET C6.08 DEPICTS THE EXTENT OF THE �f, %' _r f-{ >. % -'"; — r,J _ ,_.,-.f r r 1_ I Y e t RICHMOND, REPLACEMENT. THE DESIGN OF THE REPLACEMENT WILL BE APPROVED �. - rel ' -L - C f - 80 4-344-4405 ON THE "UVA GOLF FACILITY" PLAN. THE UPGRADE MUST BE APPROVED =�%` r. t r' fs%%� �`l r ,f .._1 fir'" o- r -"f J �� �- ti . .., Y,r` j j �- -- 7 _r- j I j- — —' j , fx: 804-344-4406 . !r f ; CONSTRUCTED, TESTED AND ACCEPTED, PRIOR TO THE ESTABLISHMENT e- f - r ` > r' OF WATER/SEWER SERVICE. IF THE "UVA GOLF FACILITY PLAN IS NOT % ! r �r --;_-_-, ___._ i PROJECT TITLEF' - � , APPROVED, A SEPARATE SUBMISSION IS REQUIRED FOR THE DESIGN`" j ;, J`-' , J APPROVAL TO UPGRADE THE 6" WATER MAIN ALONG BERWICK ROAD, AS 1 e i UVA SQUASH FACILITY J r % �' J % ,� DEPICTED ON SHEET C6.08. >��`' � i,I'� � ,�, i' = r r ✓ a �'' _ _ ,- } r a a (? ,� r �'• i 1 1 ,` ; P �� AT BOAR'S AD y s J , C t ,f 1, ' {!% - _, . _. - r' 1 f ;(� y l � . ♦ `7 � of - 1 ADDITION TO MSC 10 Mi'J 1 , ` i 1 s= 1 I 1 r. r.._.J -. _,_ J . / J' / _ ✓ti n- f . .-_J.._' I �C� r r' _,r:_.✓ ,..r r _1°,_r' ,J ✓' i PROJECT ADDRESS CHARLOTTESVIL L E ftl c' v " VIRGINIA 22903 7,,+�, j I ;' j20 G 40 J l j „ SCALE: 1 = 20 I t �,,,, r' 1. , I I 1 `, ,�; „ CONSULTANTS I ` J civil PRIVATE SANITARY SEWER f 1 Dewberry '' `. PLUG OUTLET TO REMAIN UNTIL 4805 LAKE BROOK DRIVE V j , R1, i Tr }11 ' C I l f i SEWER IS CONSTRUCTED, TESTED, &ACCEPTED SUITE 200 �, r � ri I. II �raZ 1 C ' j I GLENN ALLEN VA 23060 2,'-" ph: 804-290-7957 " j li ` fx: 804-290-7928 PROPOSED 2" GAS LINE TO CONNECT .,�; -� ! i I TO EXISTING GAS LINE. CONTRACTOR SHALL FIELD VERIFY SIZE AND landscape a ' r` ( :F 1 I }I P 5 1 } 2 _ AECOM Charlottesville <} j 4 ,% 1 LOCATION OF EXISTING GAS LINE PRIOR 0 CONSTRUCTION. TI Hi ,rr,? I I r ("IF j 1 ,C; I ! �, rI } iz 455 SECOND STREET SE - r� r' ri r r f / t I, BOA S 'IF,�D t' } � t r;r r;`> ' J'�.L) J ) 1, P u ! ._, ( SUITE 100 ✓ ,'r` N , I CAPPED FOR FUTURE , . I ,RIS , 1 ul B, 2056,CHARLOTTESVILLE, VA 23225 it j ! 7' . ' CONNECTION — r r, � , �� tf � / p h:703-682-4965 i � s j l r'' ✓ ( I J) % III � ' ,,, ii 1 c I 1 ;,,. c�i 1 8"x8"x6" TEE r GPIN- 4 04 6 ' ; I- S� ? 6 GATE VALVE, FH �c�lti!I a{,, r1Ic:1.„' ,, , _ structural , 5 i DMWP&V t ASSEMBLY 1025 BOULDERS PARKWAY a f / ,,Q f' )' I - i '('j t' RELOCATE EXISTING ELECTRICAL SUITE 310 fj` / I r' `� i � I - � , ” TRANSFORMER, CONNECT TO EXISTING RICHMOND VIRGINIA 23225 3211 ELECTRIC WITH PROPOSED HANDHOLE �' ' RELOCATE 6' GATE VALVE, BEGIN ph: 804-323 0656 + } ' (' 6" GATE VALVE. END ACSA WATERLINE, PRIVATE FIRELINE fx: 804-272-3916 BEGIN PRIVATE FIRELINE 4" SIAMESE FIRE DEPT. CONNECTION AND RELOCATE 4" SIAMESE FIRE mep 2RW Consultants INC. F' 4 POST -INDICATOR VALVE DEPT. CONNECTION AND 4 10010th STREET, NE ;; 3 :' I _ ' ' 1 2 WATER SERVICE & POST -INDICATOR VALVE SUITE 202 1 ` f; Co + = r WATER METER VALVE RELOCATE 2" WATER SERVICE CHARLOTTESVILLE, VA 22902 {' I,% "WET" &WATER METER VALVE ph: 434-296-2116 ;,'` � r,✓ r ' X � F 6" FIRELINE , . _ fx: 434-977-1862 f J' _ r % (n C 1 ' � 4 DRY FIRELINE , ✓� O 0 - _ r n DOMESTIC }, `''• i ,,. {t ;� 0 PRIVATE, 8" WATERLINE SANITARY SEWER LINE, 8„x8"x6" TEE 8„x8%4” TEES ELEC. - - ! ,f �- 4 DIP WATERLINE 1 METER PROPOSED 20' N I + NEW 'T INTERIOR ACSA WATER ESMo i o cc SANITARY LATERAL I .O SQUASH ''v'I f�,l1l i'.`'I lrJi�' -.-{-1 U,l.':r z...l %,i I'`!Ir_R ,. f � � TO BE COMPLETED r 5 ' 1 .0 l BY PROPOSED PLUMBER FACILITY'' 4 �} i LIMITS OF m J o DISTURBANCE �� `1 I CLEAN OUT j� ® -- - -�. ,_, / l > 1 z J `�'�,ALTi�I 10+00 6" GATE VALVE, FH j PROPOSED 2" GAS LINE TO CONNECT 1 SEAL O ASSEMBLY TO EXISTING GAS LINE. CONTRACTOR�� SHALL FIELD VERIFY SIZE ANDikA ' PROPOSED 2 LOCATION OF EXISTING GAS LINE 3 40, M. ER m I Co GAS LINE PRIOR TO CONSTRUCTION.N w ,r SIAMISF 46506 IS ,_ = 1'f I 7 1 -- T J J _ - - - - � U 0 0 I �l1jAL REVISIONS TR.__c -._------_____-- __ _.-- __-__-__-_-_ ---- ._ — -- -------_-_-.- ----___-------__ ____.._-________ __.._---_.___,---_._.___ _..____._..__---____-- ( i _____ _.._.. _____.-_._ ______,____-____. __ -- - 9 NUMBER O&TE DESCRIPTION I , i I jj I Willi ✓ i ? 11 ! i I I ! ! ;-. r I �.i I 4 OW25/17 YSMP REVISION #2 j1l ::.... t I BIOftETENTION :' 1 PROP. 201 I I l - - - - - - - - _ - 14' f 1 ` -- r -- --1 -- --- - - - --- % i % i� `,, ,_ i I i -- ---I - -T ---- 1 - - - - { ; j ., 1`- -< ' - --- - -'. - ... - -- -- f 09x11/17 YSMP REVISION 2 08#31/17 ACSAREVISION J _ STORMWAT{ER 1 - - _ - ( (� i ! iI ' (- 1 l 1 r%I ;... = f ! 1 08#09/17 REVISION #1 I m'r MANAGEMENT ` ' J, t. / r,l ),l J1 r i, CC. ,' r —� L J' , �� � � . , _,.,�, -,, _ 1 I ,.,i, -- zj - - _. = I r �., .,v.. i ----_ ' 1 � ___ ---- ---- 't ---_ ___---- -____ ,,,, ___ _.__ _._-- , ,:; __ '----- --__ j � .,,. 1 ,•;,,, ---_ I,.,,., - ����{ i 1 -; 071'21117 DD PROGRESS SET 05 #05h7 100�'oDocuments EASEMENT w W --- w _ _ UGiv _- _�,} r;" ; j_J_ --- D_ t _ . - , „� �r 1 C'1 'i n _ _-_. J. ,,;, �, r:, v''J , _ 1, 1 11 oo 10 ocL: J_ , x 1 0° BEND 8 8X6 EE - -- -- _. - -- -- '-- -- -- -- --- --- - - - - - - - - - --- - -_ _ --- --- ---- --- - -- - -. - - - - ---- — ---- - - -- - - - y i - i- v - ---- - I� I FII I ' ' - - -- -- f -- -- -- -- __ jj , ROLE P CT NUMBER , ._ -__ ._-- 4_ ._ _ -- _ r : - DRESS 1613 DID PR UP _ r r- \!i'�r`la l,1 f` I' i:,y ,, .,, ''} l-�i •111 �li:`�e if 1 I r •..+I'li„�'t� �t r!\) � ` _�. -- --" n�� �--- (' t�` _ ^ a�r�. e�� Y J� ';.. � r, X. REDUCER REMOVE E _ 1 _ - `-_----.-..-� � I art= -- - — --- - - - ----- ��ry Nps - e ' i �✓_1 si - _-__ r ._ _—_ — .. _ - - - r '(, - ; r V f J f /; 1 DATE r 1:, ; . >„ ., 0� , , ..— )c. 16,! / , I " art( CONNECT ,PR - - OPC�SEO `8 °' -- -WATER-WA,} t` .,, gin.- -�. - -� SEPTEMBER 11, 2017 F t; 0U. E,1 � ) 3 � ,, 1 , '/ : -T , ., J't-EXISTING '`` IND 8 EX - - 1 WATER LINE ,, G. J2 5r v. ! F _ °tit) ' SANITARY SEWER STRUCTURE SCHEDULE SHEET TITLE G. 37 Ill JT t r 59 ,Cal-}' ', P'?. 3 {`'s+1 - _ PROPOSED -LIGHT PO EM j l E, P CO `4 ;� - - -----• ZE/TY INV. OUT STR. TOP STRUICTURE NAME STRUCTURE TYPE PIPE SI PE INV IN UTILITY PLAN -t " WINSTON SERIES WIN ' i'IRD"A } ,I) CT)T-1 o? , ,4,.% sJ _ ----- : - - � :} „` - C01 CLEAN OUT 535.23 548.35 - i yY __-1=FG-R3-SMS-150PS-M�BLK.-DARK r ; 6 PVC SKIES FULL CUTOFF (TYP.) Z10 MANHOLE 534.17 533.97 S47.69 .1 - - 6" PVC SHEET NUMBER _- ~. - - -. Z11 MANHOLE 531.64 531.44 544.26 - -- - -. _. — ------ _ _-- .- — -- (J ` 6" PVC J EX. Z MANHOLE 530.64 524.71 542.87 NOTE: __ - i `' 1. SEE SHEET C5.03 FOR STRUCTURE DETAILS. 4" 2"R d 414 WEST FRANKLIN STREET ° 6„RICHMOND, VA 23220 .4 -344-4405 804 a. ° G ° 97„ a. :a ° fx: 804-344-4406 PROTECT TITLE I a4. 4 'do ..a A ° d n UVA SQUASH FACILITY AT BOAR'S HEAD 6 -- 2'- 0 ADDITION TO MSC THE BOTTOM OF THE CURB AND GUTTER 5" TOP SOIL IN CONCRETE SIDEWALK AND THIS AREA MAY BE MAY BE CONSTRUCTED PARALLEL TO THE UNPAVED AREAS BASE COURSE SLOPE OF SUBBASE COURSES PROVIDED CONCRETE AT THE OPTION OF THE CONTRACTOR A MINIMUM DEPTH OF 7" MAINTAINED. PROJECT ADDRESS 6" #57 VDOT 'T¶ '%d CHARLOTTESVILLE, NOTES: STONE BASE ° � ° 1 ETECTABLE VIRGINIA 22903 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Q MARKING TAPE °d 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. =ACKFILL (B.F.) D d 1- ° 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF 3: I11 WIDEN TRENCH oz_ ° 4 AS NEDED \\\ J / \ CURB) BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. _ m ABOVEEPIPE 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. ° /i// CONSULTANTS #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBICN VDOT #9 BEDDING o civil YARD OF CONCRETE OR APPROVED EQUAL BY UVA. BROWN SAND UNDER CONCRETE SHALL ° i Dewberry HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. d 4805 LAKE BROOK DRIVE 5. FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND liF SUITE 200 GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO GLENN ALLEN, VA 23060 THE DEPTH OF THE PAVEMENT. p h' 804-290-7957 6. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS D 6" MIN. fx: 804-290-7928 AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. D+2'-o" landscape MAX. AECOM Charlottesville UNDERGROUND ELECTRIC 455 SECOND STREET SE 6" CURB &GUTTER CG-6 ( SUITE 100 DIRECT BURY CONDUIT CHARLOTTESVILLE, VA 23225 N.T.S. BEDDING DETAIL ph: 703-682-4965 N.T.S. structural D,M,W,P & V 1025 BOULDERS PARKWAY PROVIDE 12" #4 BARS SEE NOTE 2 BELOW SUITE 310 4" EX. GROUND AT 12" 1' MIN. 1' MIN. DEX RICHMOND, VIRGINIA, 23225 2 R TYPICAL 6"CIN STING ph: 804-323-0656 CONCRETE. 6" fx: 804-272-3916 „ _ GREASE SLEEVE a , . t UNKNOWN \ a 0 ° ,a ° THICKNESS OF SHALL PROVIDED a BE PR ED me p „ /\ a, 6 a a. IN NEW CONCRETE .. ° � � / L �. 2RW Consultants, INC. i\\ 1 1 PATCH. ° a °° ` ' 10010th STREET, NE SUITE 202 CONCRETE� , UNKNOWN) 21A SUBBASE (10" CHARLOTTESVILLE, VA 22902(THICKNESS -296-2116ph:434 a B 7 SAW T DEPTH FOR 0 NEAT EDGE „ fx: 434-977-1862 i\\ , a.. ,, ROADWAYS/6 DEPTH NOTES: // ° a a PRE-MOLDED FOR PARKING AREAS 1. CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH UNIVERSITY _ii. ,r_-,X a_3C? : :vC c>�. ._at-. c 7 ,`�� _ C'r:h.. c t"vt_ Cs lu,. � � '.�-�, .�-°,- r,_',,, - yy ', ` 3 t" j t . �� ; � « s ' y F F tr- -al -L.'to-, -::.r:::::::::.... . ::::::.......-.::::. JOINT FILLER .. AND SERVICE ROADS) OFFICE OF THE ARCHITECT PRIOR TO CONSTRUCTION. \- . .! �l ,?'s`-i�:� ,yt .... .s`L'O...r-.i'`Y .'<1 r-.( ,i ii 7t eC.711 1 2. SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS, PER DEQ 6" 2'-0" GRADED CRUSHED FILTER FABRIC TO SURROUND GUIDELINES: 6" #57 VDOT TRENCH SIDES SHALL BE STONE BACKFILL, SIDES OF GRAVEL DIAPHRAGM BIORETENTION CELL -CLAY CONTENT SHALL BE LESS THAN 10% -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE BETWEEN STONE BASE SHEETED AS REQ'D TO KEEP VDOT 21A TRENCH WIDTH TO A MIN. •�°8 o e # CONCRETE 6"X18" LEVEL •° PRETREATMENT CELL SPREADER 10% AND 20% NOTES: 8gm 2L : 1W 2' GRASS STRIP -SAND CONTENT SHALL BE BETWEEN 80% AND 90% 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. COMPACTED VDOT #10 ° �° °�� ;° ° • BURIED PIPE (PLANT WITH SOD) -ORGANIC MATTER : 3% - 5% 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. STONE/ GRAVEL DUST. -TOPSOIL CONTENT 8% - 12% , -MULCH: 2 - 3 IN. OF AGED, SHREDDED HARDWOOD BARK MULCH MODIFIED 6" CURB &GUTTER (CG-6R) CONCRETE PAVEMENT ASPHALT WITH BASE 24" -SOIL pH RANGE: 6.0 TO 7.0 NOTES: FILTER FABRIC TO 12" PONDING DEPTH -MIXED MEDIA MUST BE PROVIDED BY VENDOR N.T.S. 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT +PIPE O.D. OR 3 FT, EXISTING PAVEMENT, INCLUDING URROUND SIDES OF 10" WIDE FILTER 3" MULCH LAYER -P-INDEX: 5 - 15 mg/kg FOR MEHLICH I, 18 - 40 mg/kg SUB-BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES PRETREATMENT CELL O O O .` o o - �0 ; <;:,, FABRIC STRIP ABOVE FOR MEHLICH III AND RECONSTRUCTED AS SHOWN. PEA GRAVEL AND:; 36' BIORETENTION SOIL MEDIA -CEC: SHALL BE ABOVE 5 2, REPLACE ASPHALT PAVEMENT WITH 3" BM-25.0 + 1.5" SM-9.5A + 10" 21-8 FOR ROADS OR 1 1/2" SM-9.5A CENTERED ABOVE 3" -INFILTRATION RATE: 1-2 IN/HR + 6" 21-B FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL PERMEABLE UNDERDRAIN (1 PEA GRAVEL 3. SWALE SHALL BE STABILIZED WITH JUTE MATTING WHILE GRASS VDOT A-3 CONCRETE NOT BE LESS THAN 1.5 X C. GEOTEXTILE LINER ALONG BOTTOM OF ID ON EITHER SIDE) c 12" #57 STONE COVER IS ESTABLISHED. 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND PRETREATMENT CELL RIPRAP SHALL BE LIGHT FILTER FABRIC TO SURROUND SIDES OF 6" SCH. 40 PVC PERFORATED UNDERDRAIN PIPE (SEE DETAIL) 4, 5. SWALE MAINTENANCE TO BE PROVIDED BY UNIVERSITY LANDSCAPE DEPARTMENT AND UTILITY SYSTEM DISTRIBUTION DEPARTMENT. NON-WOVEN, FLOW RATE > 110 1 -6 FACE OF CUR 20" R 2 1 2" / 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. SEAL U BROWN IN COLOR WITH ROUNDED EDGES FROM SHENANDOAH ASPHALT BIORETENTION ��------ .- 4' OBSERVATION WELL/CLEAN OUT VARIES CLEAN OUT CAP 12" SUMP BELOW UNDER DRAIN THROUGHOUT ENTIRE FOOTPRINT 6. GEOTEXTILE FABRIC: GAL/MIN/SF CONTRACTOR SHALL COMPLY WITH BIORETENTION CONSTRUCTION 4 1 '1 5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES PAVEMENT REPAIR DETAIL t WITH CAST IRON AND FRAME. TEE TO PERFORATED NOTES ON THE DEQ BIOFILTER CHECKLIST, FOUND IN 1 1 » a r 7 N.T.S. • - M. ��.�ER PIPE FOR OBSERVATION WELL, TEE TO SOLID PIPE FOR CLEAN OUT 7. STORMWATER CALCULATIONS. BIORETENTION MAINTENANCE REQUIREMENTS FOUND ON SHEET C6.03. a 4 4 a ° - , « n: ✓ <f �� .,,, ". N 46506 41 BIORETENTION #1 SECTION: 2 G N.T.S. 6" 3'-0" 1-1/2" SM-9.5A 3" BM-25.0 NAL REVISIONS 6" #57 VDOT 6" 21-A AGGREGATE NUMBER DATE DESCRIPTION CONTINUE STONE BASE STONE BASE 4 09/2!5/11 YSMPREVISION #2 NOTES: FROM ADJACENT PAVEMENT COMPACTED SUBGRADE TO 95% MAX. ► 3 09/1'1/17 VSMP REVISION 1. CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH SECTION UNDER CURB DRY DENSITY STD. PROCTOR PER ASTM 2 08/3{1/17 ACSA REVISION UNIVERSITY OFFICE OF THE ARCHITECT PRIOR TO ROLL-TOP CURB D-698, METHOD D. (12" MIN. BELOW REVISION #1 1 07/2/177 DD PROGRESS SET CONSTRUCTION. 2. SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS, PER DEQ SUBGRADE) 05/05/17 100% Documents STORM PIPE BIORETENTION FILTER FABRIC PRETREATMENT CELL TO SURROUND-SILT CELL GUIDELINES: -CLAY CONTENT SHALL BE LESS THAN 10% AND CLAY (SOIL FINES) CONTENT SHALL BE N.T.S. PARKING AND SERVICE ROAD 2L : 1W SIDES OF 2' GRASS STRIP BETWEEN 10% AND 20% (PLANT WITH SOD) -SAND CONTENT SHALL BE BETWEEN 80% AND 90% GRAVEL PAVEMENT SECTION DIAPHRAGM -ORGANIC MATTER : 3% - 5% CONCRETE SHALL INCLUDE AIR ENTRAINMENT, -TOPSOIL CONTENT 8% - 12% -MULCH: 2 - 3 IN. OF AGED, SHREDDED HARDWOOD BROWN SAND AND SOLOMAN COLORS INC. 5" MIN. THICK CONC. #306 COLORFLO LIQUID COLOR (CANVAS) AT N.T.S. / BARK MULCH WALK 3500 PSI MIN. l 17 A RATE OF 6.4 LBS LIQUID COLOR PER FILTER FABRIC TO " - 12 PONDING DEPTH -SOIL pH RANGE: 6.0 TO 7.0 28 DAY STRENGTH CUBIC YARD OF CONCRETE OR APPROVED PROTECT NUMBER SURROUND SIDES OF OO 10' WIDE FILTER Oo O �� 3 MULCH LAYER -MIXED MEDIA MUST BE PROVIDED BY VENDOR -P-INDEX: 5 - 15 mg/kg FOR MEHLICH I, 18 - 40 EQUAL BY UVA, BROWN SAND UNDER 6X6-W2.9XW2.9 1613 - DD PROGRESS PRETREATMENT CELL o FABRIC STRIP ABOVE ::; : _o,;.::::'>:; :: ;':' mg/kg FOR MEHLICH III WWF CONCRETE SHALL HAVE CONSISTENT COLOR PEA GRAVEL AND 4;;-: ':; :.' .....'':... 24" BIORETENTION SOIL MEDIA -CEC: SHALL BE ABOVE 5 W2.9XW2.9 2 BELOW TOP THROUGHOUT PROJECT. MATCH EXISTING DATE CENTERED ABOVE SURFACE PERMEABLE 3" PEA GRAVEL -INFILTRATION RATE: 1-2 IN/HR ADJACENT WALKS. 6 21-B AGGREGATE GEOTEXTILE LINER OF UNDERDRAIN (1"-2"4 ON EITHER SIDE) &--S:, 12" #57 STONE 3. SWALE SHALL BE STABILIZED WITH JUTE MATTING WHILE GRASS SEPTEMBER 11, 2017 ALONG BOTTOM PRETREATMENT CELL - FILTER FABRIC TO 6' SCH. 40 PVC PERFORATED UNDERDRAIN 4. COVER IS ESTABLISHED. SWALE MAINTENANCE TO BE PROVIDED BY UNIVERSITY VARIES COMPACTED SUBGRADE TO 98% MAX. SHEET TITLE RIPRAP SHALL BE LIGHT SURROUND SIDES OF PIPE (SEE DETAIL) LANDSCAPE DEPARTMENT AND UTILITY SYSTEM DISTRIBUTION FINISH GRADE DRY DENSITY STD, PROCTOR PER ASTM BROWN IN COLOR WITH BIORETENTION 12" SUMP BELOW UNDER DEPARTMENT. D-698. (12" MIN. BELOW SUBGRADE) CONSTRUCTION ROUNDED EDGES FROM / I-'_ -�-{ 4" OBSERVATION WELL CLEAN OUT VARIES DRAIN THROUGHOUT 5. GEOTEXTILE FABRIC: NON-WOVEN, FLOW RATE > 110 I I=III=III • . ' '.-.-'.'-, '-=' �, I I=I I I=I I SHENANDOAH ASPHALT WITH CAST IRON CLEAN OUT CAP ENTIRE FOOTPRINT GAL/MIN/SF I I=I I ° �a °°°° ° °°° o °°°° ° I=i DETAILS AND FRAME. TEE TO PERFORATED WELL, TEE 6. CONTRACTOR SHALL COMPLY WITH BIORETENTION CONSTRUCTION NOTES ON THE DEQ BIOFILTER CHECKLIST,=III =III-III = ° °° I i _ ° °° I III=I I-I I III- -III I III=I ( TYPICAL GRAVEL SECTION PIPE FOR OBSERVATION TO SOLID PIPE FOR CLEAN OUT FOUND IN STORMWATER CALCULATIONS. III=III=111=_1 II(( I I (=I = 7. BIORETENTION MAINTENANCE REQUIREMENTS FOUND ON SHEET 6" MIN. COMPACTED AGGREGATE BASE, N.T.S. C6.03. BIORETENTION #2 SECTION: LEVEL 1 VDOT 21A ON COMPACTED SUBGRADE. SHEET NUMBER SIDEWALK N.T.S. N.T.S. C5nO2 PRECAST MANH01 RISER GROUT JOINT GASKET (SEE SPECS) A O O r-AnTnnV Ar)MI ICr% )TES: 1 JOINTS FOR ALL I,NHOLES, YARD INLETS, AND 'ECAST STRUCTURES SHALL BE )NSTRUCTED ACCORDING TO IIS DETAIL. GROUT JOINT FIELD APPLIED BITUMASTIC OVER GROUT MANHOLE JOINT DETAIL N.T.S. NOTES: 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" .14O 7/8" A 41' 5" 24" 5> MINIMUM TOP 4-1"0 BOLT HOLES SECTION A -A STORM FRAME & COVER N.T.S. APPLY 2 BEADS OF POLYURETHANE ELECTROMETRIC SEALANT/ADHESIVE (SIKAFLEX-11 OR EQUAL) AROUND ENTIRE CIRCUMFERENCE OF RISER RINGS. THERE SHALL BE A MINIMUM OVERLAP OF 2". HEAVY DUTY MODIFIED FRAME & COVER HS -20 RATED WITH 24" CLEAR OPENING 2" STAINLESS STEEL THREADED ROAD AT 4 LOCATIONS. FIELD CUT RODS 1" ABOVE TOP OF NUT" ROUGH EDGES SHALL BE GROUND SMOOTH 00 NUT, STAINLESS STEELf WASHERS, AND NEOPRENE WASHER:""",,o FIELD APPLY w BITUMASTIC ON OUTSIDE OF RISER o RINGS. OVERLAP PRECAST MANHOLE BY 6" MINIMUM SEAL JOINT (TYP), SEE SPECS AH SE FC AI\ TOP OF CONCR BASE UNDER HARDSCAPE CONCRETE SLAE BRASS COVER FINISHED GRADE FINISHED HARDSCAPE----, (SEE SITE PLAN) IN HARDSCAPE AREAS CONCRETE SHALL BE FLUSH WITH TOP OF CONCRETE SLAB NO. 57 STONE SANITARY COVER PRECAST REINFORCED CONCRETE SECTIONS --------- --- WITH "0" RING SEALS a" I 4 I A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED d , 4 :a FLEXIBLE BOOT j;0uRp`0up0(0 ,.. ' .. 4. , .•. '.. CONNECTION (TTP) ° bQ U 9 °�s�HV9°HOo°�°o° �OOo 0 00 00 00 00 CONCRETE FOOTING MIN. 6" BEDDING DIAMETER= 4'-8"+ (2 x WALL THICKNESS) WITH N0,68 STONE SECTION B -B HALF- SECTION A -A PRE -CAST CONCRETE STORM SEWER MANHOLE DETAIL (WITH FRAME AND COVER REMOVED) N.T.S. 9/16" 3/4" LETTER SIZE LIMITS OF CONCRETE AT BOTTOM OF BASE IN LANDSCAPE AND ASPHALT AREAS CONCRETE VISIBLE AT SURFACE ;OVER DETAIL FOR DIMENSIONS AND LETTERING IN LANDSCAPE AND ASPHALT AREAS CONCRETE SHALL BE 4" FLUSH WITH FINAL GRADE 7 " MIN.H" MAX. 1/4" 70" SWEEP WYE OR SANITARY WYE & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER NOTES : 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) 2. DEPTH OF SERVICE SHALL BE HELD TO A MINIMUM BUT SHALL PROVIDE FOR CONNECTION TO SERVICE MAIN 3. ALL COVERS SHALL BE HS -20 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 BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. /4" }T� 9/16" I \-2" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL N.T.S. 7 1/2" 2 „ COVER DETAIL BOTTOM VIEW OF COVER Y, " H8 / NOTES: 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 2.) 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. 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 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 FEET. 6.) CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME UNEXCAVATED FOR REVIEW BY UVA DURING VACUUM TEST. HALF- PLAN VIEW ®1 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA NOTE: 12" OF ADJUSTING RINGS MAX. HUB END ON OJrLET END -SECTIONS `.l PICOT END- ON INLET ENG -SECTION tX - _ U, J I4PLAN ADJUSTING RINGS REQ'D WHEN RUBBER COATED STEEL - - !A CONCRETE To BE 1. 400Q PSI MINIMUM NECESSARY TO MATCH GRADE. WIN. 2 09/11/17 BOLTS REQ'D TO SECURE ADJUSTMENT STEPS CAST IN PLACE RINGS TO MH (TO PREVENT IJIAMETER ti3F , I - 3'-0" MIN HORIZONTAL MOVEMENT). BOLTS TO GO ` THRU RINGS AND FRAME. ° CONCRETE SECTIONS DO NOT GROUT FRAME 12" MIN � E PRECAST RISER RINGS. DO NOT USE BRICKS. MAX MINIMUM ELEVATION ° HIGH STRENGTH EPDXY ANCHOR' SYSTEM DIFFERENCE ACROSS M. H. 5" 4'-0" 5; 2'-0" d PRECAST 21" 9A"2'-11' 2-I1, 61_01 .3,31. SHALL BE 0.20 FEET. MANHOLE 24 d n o PLACE 4 3Q" 3' C" 4'-r"i' 1'-7 Cv'-1 a ;:-fl" •4 n VARIES I ,3.. r_ i.. .4,-s0' " I 3/4 DIAMETER OF 2'-10 8'-1�" G' -t7" COATED STEPS 36" 1,-;i" 5'-3" 2'-10 CONTRIBUTING- a , CAST -IN - 2'-11" 8'-2" 6,_6„ A SEWER.A 8,_2," BEVEL 45° 4p", 2+.0", 6._0:�. _�._9,i 4'-0" n n A FILLETED INVERT FOR A SMOOTH ° 8'-2' 7'-61' PRECAST REINFORCED CONCRETE SECTIONS --------- --- WITH "0" RING SEALS a" I 4 I A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED d , 4 :a FLEXIBLE BOOT j;0uRp`0up0(0 ,.. ' .. 4. , .•. '.. CONNECTION (TTP) ° bQ U 9 °�s�HV9°HOo°�°o° �OOo 0 00 00 00 00 CONCRETE FOOTING MIN. 6" BEDDING DIAMETER= 4'-8"+ (2 x WALL THICKNESS) WITH N0,68 STONE SECTION B -B HALF- SECTION A -A PRE -CAST CONCRETE STORM SEWER MANHOLE DETAIL (WITH FRAME AND COVER REMOVED) N.T.S. 9/16" 3/4" LETTER SIZE LIMITS OF CONCRETE AT BOTTOM OF BASE IN LANDSCAPE AND ASPHALT AREAS CONCRETE VISIBLE AT SURFACE ;OVER DETAIL FOR DIMENSIONS AND LETTERING IN LANDSCAPE AND ASPHALT AREAS CONCRETE SHALL BE 4" FLUSH WITH FINAL GRADE 7 " MIN.H" MAX. 1/4" 70" SWEEP WYE OR SANITARY WYE & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER NOTES : 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) 2. DEPTH OF SERVICE SHALL BE HELD TO A MINIMUM BUT SHALL PROVIDE FOR CONNECTION TO SERVICE MAIN 3. ALL COVERS SHALL BE HS -20 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 BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. /4" }T� 9/16" I \-2" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL N.T.S. 7 1/2" 2 „ COVER DETAIL BOTTOM VIEW OF COVER Y, " H8 / NOTES: 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 2.) 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. 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 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 FEET. 6.) CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME UNEXCAVATED FOR REVIEW BY UVA DURING VACUUM TEST. HALF- PLAN VIEW ®1 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA TD -25 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 SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 co (4) 1 " (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS (RECESSED FLUSH) 1 F [25 MMI S W C\ \_(2) CORED �- PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7 �'--� [667mm] ) [178mm] 1 1/2" 26" DIA [660mm] [3$mm] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm f [606mm] 28 7/16" DIA ( 5/8" ] [722mm] [16mm] 23" DIA [584mm] 36" DIA 25" DIA [914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION TYPICAL MANHOLE FRAME & COVER N.T.S TD -29 FIG S -1-D END -SECTION 12" - .q ALTERNATE END -SECTION 12" - 60" PIPE HUB END ON OJrLET END -SECTIONS `.l PICOT END- ON INLET ENG -SECTION tX - _ U, J I4PLAN CONCRETE TO BE 4000 PSI MfMSMUM RUBBER COATED STEEL - - !A CONCRETE To BE 1. 400Q PSI MINIMUM d 09/11/17 PLAN STEPS CAST IN PLACE 4 IJIAMETER ti3F , I - 3'-0" MIN PRECAST REINFORCED REVISION #1 ` 07/21/17 ° CONCRETE SECTIONS 05/05/17 12" MIN � E "0" RING SEALS 4_16" MAX MINIMUM ELEVATION ° PIPE MAMETER A B C D E DIFFERENCE ACROSS M. H. 5" 4'-0" 5; 9.° 4".11." 2+e6-' FROM INLET TO OUTLET 21" 9A"2'-11' 2-I1, 61_01 .3,31. SHALL BE 0.20 FEET. 24 17" 1O ,. 4'_C'„ 2,_p" 6"_t" 4'_6'" DEPTH OF FLOW CONCRETE 4 3Q" 3' C" 4'-r"i' 1'-7 Cv'-1 a ;:-fl" VARIES CHANNEL TO BE FILLETS ,3.. r_ i.. .4,-s0' " ° 3/4 DIAMETER OF 2'-10 8'-1�" G' -t7" 36" 1,-;i" 5'-3" 2'-10 CONTRIBUTING- 42" 1'-9" 5'-3" 2'-11" 8'-2" 6,_6„ SEWER.A 8,_2," 4p", 2+.0", 6._0:�. _�._9,i 4&" .,"_0", 6�_0•. 2'_2�. A FILLETED INVERT FOR A SMOOTH ° 8'-2' 7'-61' TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE 3•_3'" $"-3�� 8._4"� PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. NOTESFEE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. _. - TYPI CAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN SALT TREATED FINISHED GROUND -� MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 co (4) 1 " (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS (RECESSED FLUSH) 1 F [25 MMI S W C\ \_(2) CORED �- PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7 �'--� [667mm] ) [178mm] 1 1/2" 26" DIA [660mm] [3$mm] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm f [606mm] 28 7/16" DIA ( 5/8" ] [722mm] [16mm] 23" DIA [584mm] 36" DIA 25" DIA [914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION TYPICAL MANHOLE FRAME & COVER N.T.S TD -29 FIG S -1-D END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE HUB END ON OJrLET END -SECTIONS `.l PICOT END- ON INLET ENG -SECTION tX - _ U, J I4PLAN CONCRETE TO BE 4000 PSI MfMSMUM 13Ug� EN6 -qN GGUTLEl END -SECTIONS �BP;GIJT END Otr IkLET ENO -SECTION Y, I:. ,-, . - - .-. _ - - T _ � - .,� - - - !A CONCRETE To BE 1. 400Q PSI MINIMUM 3 09/11/17 PLAN 2 r - B TFT-^-=-- _ BAER pRSTEEL L©�; _, FABRICI IJIAMETER ti3F , I - j' 1 -S- - - - REINFORCE},rENt' - DiAMt'fEP�j OF'�FiP£ f -- y REVISION #1 ` 07/21/17 { 05/05/17 D PAY � E PAY LINE � SECTION X-X� END VIEW I.,NE END VIEW SECTION X -X END SECTION DIMENSIONS PIPE IDtMETER A B C G E 11." 4.. 4'-7" 21,E 8"" 2.-11" 51_2". p"_1" 3.611 24" 1LI" 3,_7". 2_R�. t.7"� 1C . 4�_0," 2'-A " 7��_1r „" 4".6," 3p" 7°-.U" 4'-6" Y_7 T'"a" ENA SECTION DIMENSIONS PIPE MAMETER A B C D E 121" 4,. 2',0" 21<Y• 4.00F. 9.° 4".11." 2+e6-' 21" 9A"2'-11' 2-I1, 61_01 .3,31. 24 17" 1O ,. 4'_C'„ 2,_p" 6"_t" 4'_6'" 3Q" 3' C" 4'-r"i' 1'-7 Cv'-1 a ;:-fl" aa"' r -,r ,., 4,,.,aF,,, 2:_,I .. �,_1:.. $"_6., ,3.. r_ i.. .4,-s0' " 2'-10 8'-1�" G' -t7" 36" 1,-;i" 5'-3" 2'-10 42" 1'-9" 5'-3" 2'-11" 8'-2" 6,_6„ 42" 1•_q, 5"_3,. 2'-tY.' 8,_2," 4p", 2+.0", 6._0:�. _�._9,i 4&" .,"_0", 6�_0•. 2'_2�. 9"7un 71_01" 8'-2' 7'-61' 3•_3'" $"-3�� 8._4"� 54." 2�_6.. 5�_Q., LENGTH OF PIPE -- _ - _- -PAY LINE --•_. NOTESFEE -- -. -- E _. - LENGTHS SHOWN ON PLANS. ARE 9ASED ON END -SECTION DESIGN 8Ft,}Wa�ON THE LE T. IF' THE. r'UNTRAc ri7rT .ELECTS TO usE.(HE ALrERNATE DESFGN SHOWN ON CULVERT DGCEG BY THE DIFFETHE RENCE TINS01MENSWILL BNRED�L_ "I . - 1. .. . SLOPE DETAIL SPC:FIAn}N RFFEREC.CE FLARED END SECTION ROAD ROAD ANU BRIDGE STANDARDS - �Qz 12" - 64" CONCRETE PIPE CULVERTS REVISION DATE swEEr a or i VIRGNVA DEPARTMENT OF TRAN5FOR.TAMN 102 07 EMB SPRIT C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD ADDITION TO MSC PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS civil Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consultants, INC. 10010th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 SEAL REVISIONS NUMBER DATE DESCRIPTION 4 09/25/17 VSMP REVISION # 3 09/11/17 VSMP REVISION 2 08/31/17 ACSA REVISION 1 08/09/17 REVISION #1 07/21/17 DO PROGRESS SET 05/05/17 100% Documents PROJECT NUMBER 1613 - DD PROGRESS DATE SEPTEMBER 11, 2017 SHEET TITLE CONSTRUCTION DETAILS NTS SHEET NUMBER FIG. S-3 TD- 32 C5.03 hartzenesignball'i 3" DIA. BY 5" DEEP planning architecture dDRILL 1" COMPRESSION x 3/4" MALE PIPE COUPLING HOLE INTO CONCRETE OR APPROVED EQUAL AND SET HANDRAIL POSTS l' d `A A IN HIGH STRENGTH EPDXY DOWELING SYSTEM (TYP.) RAILING (SEE DETAIL 1) 414 WEST FRANKLINSTREET ° O ° a a. RICHMOND,1 1" TYPE "K" - .- ° CHEEK WALL 804-344-4405 SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY DUAL RESIDENTIAL. 9" fx: 804-344-4406 RESIDENTIAL SERVICES OR AND IRRIGATION SERVICES. CL1"x1"x1" TEE VARIES VALVE BOX n -"- ❑ e � J STAIR RAILING NOTES: STAIR SLAB 1. ALL JOINTS SHALL RECEIVE 44" MIN' (SEE DETAIL 1 FOR N �° • PROJECT TITLE UVA SQUASH FACILITY TO METER BOX (SEE FIG. W -6A CONTINUOUS WELDS AND THICKNESS AND ed THRU W -7E). -►I ' a �� WELDS SHALL BE ROUNDED • X�i��/x /> AT BOAR'S HEAD ° u ° NOTE: s° MIN. r"• 17.5" -{ (22.5" FOR COMPOUND METER) 6" MIN. 4 REINFORCING) • SMOOTH. d' ° °' ! ; • 2' C' 2. CONTRACTOR SHALL SUBMIT ADDITION TO MSC NO SWEATED FITTINGS 2-1 d ° d TYP`- SHOP DRAWINGS TO ENGINEER #4 DOWEL AT 12" O.C. ° FOR REVIEW PRIOR TO FABRICATION. DUAL SERVICE R a`o �_ ' ° ° ° d ° °d WITH 9U° HOOK AND CLASS _ "B" 6 4 CONT. e -ICV 3. RAILINGS SHALL BE PRIMED () PROJECT ADDRESS 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER ":'o a VARIES 2' COPPER » WATER MAIN M.J. FITTING 2 CORP. STOP (� 6D,. B LAP INTO STAIR SLAB ° 8 AND PAINTED TO BE DETAIL 2 CHARLESTON GREEN. CHARLOTTESVILLE, VIRGINIA 22903 4" DIP 4" PLUG THREADED FOR CLOSED #3 TIE AT 12" O.C. ° U ° 2" COMPRESSION FITTING ° a. ° FOR USE ON DETACHED SINGLE FAMILY ° SEE HANDRAIL SECTION DETAIL RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. RESTRAINED JOINT FITTINGS ' CONSULTANTS a (22.5" FOR COMPOUND METER) °' 1'-0 18' MIN. e �'-17.5 .-{ 1>> 2 clyli SINGLE SERVICE HANDRAIL SHALL BE 1-1/4" Dewberry NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. NOTES: a 37" MIN. DIA. SCH. 40 STEEL PIPE 4805 LAKE BROOK DRIVE CAST IRON LID . GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. - (ACTUAL O.D.-1.625") SUITE 200 GLENN ALLEN, VA 23060 FINISHED GRADE 1'-0" _ i - - _ - - - . - 1� ;,i I I� i I i ii� iT� I 1- !- (- • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. 12' MIN. WINGNUT LOCKING ASSEMBLY TYP p h: 804-290-7957 to" -15" I� IS TREAD fx: 804-290-7928 LOCKWING Illll METER BALL - I I Box REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. � LENGTH o CHEEK WALL BEYOND. EXPOSED SURFACES OF landscape VALVE III. �INOUTLET) - I=1 • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS BYPASS 1 » 1 -0' END OF HANDRAIL 42 CHEEK WALL SHALL RECEIVE AECOM Charlottesville 36" MIN. COPPERSETTER I�IIII -i PROTECTION FOR BOLTS. » PIPE TO BE FLAT 1 RADIUS SMOOTH -RUBBED FINISH. 455 SECOND STREET SE 1/8 BEND COUPLING Ss I,_II II � I� • USE Zsoo P.S.I. CONCRETE. SUITE 100 NOTES: POST SHALL BE SOLID CHARLOTTESVILLE, VA 23225 - METER 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 1-1/2" SQ. BAR h 703-682-4965 p ' CORPORATION STOP BRICK AS 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". °.. » 4 6 RISERS 7/16 °�' d O structural NECESSARY MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". ° TVP. D,M,W,P & V 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED ,. 1025 BOULDERS PARKWAY TYPICAL SERVICE LATERAL INSTALL WATER PROOFING COMPOUND. 1 /2" EXPANSION JOIN a d SUITE 310 (5/8" 8c 1" METERS) MATERIAL, TVP. ° •....° e RICHMOND, VIRGINIA, 23225 LARGE METER SERVICE LINE TYPICAL METER VAULT (2" METER) ° ° ' pn:so4-323-0656 fx: 804-272-3916 NTS I --F-13 • ` ° #4 NOSE BA ° FIG. W -6A NTS NTS e TVP. � °a... '.6 a° ... � mep FIG. W -6C FIG. W -7C ° ° 6" ' 2RW Consultants, INC. TD -10 TD -12 TD -16 d °' e a d 10010th STREET, NE • 4" #57 VDOT STONE BASE SUITE 202 SIDEWALK, TVP.;EEMa. 9 d CHARLOTTESVILLE, VA 22902) NOTES: 1.) ANCHORS SHALL BE INSTALLED ON GRAVITY ANCHiOR EXTENDS INTO SIDE OF DITCH CIVIL) • 3" CLEAR #4 AT 12" O.C. ph: 434-296-2116 SEWERS WITH SLOPES ABOVE 20%. ° ° ° fx: 434-977-1862 2.) FOR STORM SEWER APPLICATIONS, d d CONTRACTOR SHALL UTILIZE BELL AND SPIGOT REINFORCED CONCRETE PIPE. DITCH LINE 12" MIN. ° TM VARIES PIPE Q a D ETAI L 1 SJQ 3000 PSI CONCRETEe PLAN SITE STAIR s MANHOLE WALL e N.T.S. 48x48" CLASS 5 SPACING SPACING SPACING 5.00' BOX CULVERT „ 8 THICK WALL (TYP) @ 0.5% 5.78' ---FLOW. . Y2"xc4" ADHESIVE BOLT, SWM -DR .:... SELF-LOCKING HEX. NUT, A A PIPE FLAT WASHER. 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS N Y4 3/4" Y4" RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE $�� 1Y2 SWM DRAINAGE STRUCTURE. ^ o z FIRST ANCHOR N0. 1 V Y2%1Y4" 1 3 -- � 2. DEBRIS RACK MAY BE FABRICATED FROM WELDED ABOVE IA GRADE SPACING p MANHOLE.DINT F exp ` MANHOLE BOLT I� I HOLE 3/8" DIAMETER STAINLESS STEEL BARS OR 1/2" THICK HIGH DENSITY POLYETHYLENE.' �,t',p►tT1i©A 20% TO 35% NOT OVER 36' 35% To 50% NOT OVER 24'/Nc 50% OR GREATER NOT OVER 16' "' WALL 12" MIN; o z Y4" 3. DEBRIS RACK TO BE HINGED AS SHOWN OR METAL CONTRACTOR MAY SUBSTITUTE A COMPARABLE ; ...;,. '. "' DESIGN AS APPROVED BY THE ENGINEER. WEIR WALL ;^'. ;; . ;.. ;.'.': :;.'. PLATE R TOP=541.57 SLOA e. F )4 4 L EVARIABLE �I M k ER PROFILE a 12" MIN, MAY BE FOR CONDITIONS. 1Y" 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. '10 N. 46546 +i '" �,� SIDE VIEW OF BOLT WELDED ON TO METAL PLATE DEBRIS RACK HOLDER AND ALL HARDWARE IS Q�0' sstNAL.��� SIDE VIEW FRONT VIEW TO BE GALVANIZED. PLAN VIEW - DETAIL FOR DEBRIS RACK HOLDER REVISIONS ANCHOR DETAIL FOR STEEP NUMBER BATIE DESCRIPTION SLOPE G RAV I TY SEWERS 4 09/25/11 VSMP REVISION # ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 3 09/111/17 VSMP REVISION N.T.S. z ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2 08/311/17 ACSA REVISION z ❑ ❑ ❑ 1:11:11:1 ❑ CO � ❑ ❑ ❑ ❑ ❑ ❑ 1 08/019/17 REVISION #1 07/2'1/17 DD PROGRESS SET 8" THICK SLAB TYIP ( ) FINISHED GRADE00 ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ 05/015/11 100% Documents ❑ ❑ ❑ ❑ FINISHED GRADE TOP VIEW � � E 1:11:10 � F�j❑ iEl 0 El El 24 X2" ORIFICE X TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY•ORIFICE 0,50' s,. TOP OF WEIR INV = 539.80 o TOP TO BE HINGED TO ALLOW (SEE HOLDER DETAIL ABOVE) ACCESS TO WATER QUALITY .5,.. 541.57 Q ORIFICE (SEE NOTE 3) S14 2.75 48x48" CLASS -� <' .., 24"x3.7" ORIFICE 10 -YR WSEL .r °<' INV - 537.82 � GROUND LINE P+. PROJECT NUMBER TO STR. 2.25' BOX CULVERT 4.-53' = 541.54 �. ` `. ti ❑ 1613 - DD PROGRESS 15 RCP @ O.5 J -'-_-- e < ,'u- STAINLESS STEEL z ❑ ❑ DATE 2 -YR WSEL - FLOW z 3/8" DIA. BARS = 539.79 , ..:. ;. ,.; , '<~ o ❑ ❑ ❑ `; 5 , 2�a" SQUARE OR ❑❑❑❑3" DIA. HOLES SEPTEMBER 11 2017 ' 5.78 MAX. 1:11:111 ❑ ❑ (SEE NOTE 2) SHEET TITLE SLOPE GROUT @ 1.00 INV. OUT = 537.15 5.50' ❑ ❑ ❑ ❑ CONSTRUCTION 1'-0" MIN. VDOT SWM -DR DEBRIS RACK SECTION A SECTION B I�. 1'-OY2" MIN. I FRONT VIEW HIGH DENSITY POLYETHYLENE -"j DETAILS SIDE VIEW DETAIL FOR DEBRIS RACK METAL POST INDICATOR VALVE (FOR WATER QUALITY ORIFICE) SHEET 2 OF 5 N.T.S. SPECIFICATION SHEET NUMBER STORMWATER OUTLET CONTROL WEIR DETAIL - STRUCTURE S13 REFERENCE STORMWATER MANAGEMENT (SWM) DETAILS DEBRIIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) REV. 3/03 / C5n04 VIRGINIA DEPARTMENT OF TRANSPORTATION 116.05 I , ISI LIU FINISHED GRADE; tECTFrI METER I I • WEST FRANKLIN • � 1 • , , p . 0, , , , , 0 804-344-4406 0 0 • d en v r ---., x GAS' MEM UNPAVED SURFACE PAVED SURFACE LOAM AND SEED 131TIJMI AS SPECIFIED, PAVEMENT � ,' PATCH AlAN ' �, y�, ' � '.� .� r- MUSTABLE VALVE BOX W1 COWER. AND ROUND BASE GINGHAM � TAYLOR FiG. NC?. 405 ASPHALT 1.5 TIMES EXISTING I�"A1fEM1=NT' V t INL L'" WEAR COURSE AND 4" BINDER COURSE � TACK AND SEAL � TACK D SEAL / � PROTECT TITLE - --_ �r --� `-- VDOT # 21A (2 - PIECE);OR APPROVE COVER MARKED EQUAL �7J'1 " .oma..--s�.._ ..,...,,....a...�; - �--^—.�,.^^.��.=.=.1� ...v., ^�,,,,••. ,. ,. .� \ .. �� ��� z F,.�,_ f ,«� UVA SQUASH ILII AT BOAR'S HEAD COMMON FILL -\. x \4 , F ; j� \ - ,; EXISTING PAVEMENT ADDITION ON TO MSC �ti *4t�'x1.G.."r^a`• _ 91_011 k si r MIN. "��y 24 MIN,- ,4 ,��, ��.\ 1 � �w \� ,, ,.,\ \. ' - f� ROCK FREE SOIL OR VDOT STONE SUB -BASE PROJECTADDRESS FIDE AGGREGATE, GRADE IRS SEE NOTE ::'- VALVE CHARLOTTESVILLE, IDGEW VENT PIPE VIRGINIA 22903 \ � crrrc�s � �--� auc# sc ;; # BEL.Ui i.c�UTSIDE r TYP COMPACTED I L�mr0• UNDISTURBED EARTH DIA OF PIPE SEE NOTE 4 -___ !� VDOT #21A �1 CONSULTANTS crs - _ civil ' RE and STEEL RIPE C�4S Ir�4ALN ,.: `. :; Dewberry ,: rr air VATOMW err -- (� f BEDDING AND 4$05 LAKE BROOK DRIVE SUITE 200 4 _ PIPI=, {. INITIAL BACKFILL COMPACTED ROCK FREE OR VDOT GLENN ALL EN, VA 23060 ph: 804-290-7957 I` SOIL FINE AGGREGATE, GRADE, F fx: 804-290-7928 F I =—= e _--- SEE NOTE 3 landscape BEDDING and INITIAL BACKFILL AECOM Charlottesville 455 W NOTES: SECOND STREET SE 1. MAINTAIN VERTICAL TRENCH WALLS FROM BOTTOM OF TRENCH TO 240 ABOVE OR ROCK FINES SOIL. EG VDOT FINE AGGREGATE, GRADE F SUITE 100 CROWN OF PIPE. SEE NOTE 5 CHARLOTTESVILLE, VA 23225 !K}TE VHf1T MN0Ft07HW0PW* A kIREATLFJIBrR =,arar �rt(ahr Agt Irii111tE9 4R tib, �' �S 2. FOR EXCAVATIONS OVER 5 FT. DEEP, SLOPE TRENCH. WALLS AS REQUIRED AND/!OR NOTES: ph: 703-6$2-4965 PROVIDE, OTHER SAFETY MEASURES IN ACCORDANCE WITH OSHA GUIDELINES. NOTE: I. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL structural 3, ALL SACKFILL SHALL BE PLACED IN B" LIFTS COMPACTED TO 95% MAXIMUM DENSITY 1. IN REMOTE ,AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE FINISHED GRADE. 2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED BACKFILL D, M,W, P & V PER ASTM D696. 2. BRICK COURSES SHALL BE LOCATED RADIALLY AROUND CIRCUMFERENCE OF VALVE BOX BASE. AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. RE -COMPACT SURFACE 1025 BOULDERS PARKWAY Service replalm ? relief I>�ve $' connection witch I"0 ' 4. BEEDDING MAY BE: OMITTED WHERE: A FIRM. EVEN TRENCH BOTTOM EXIST, 3. DEPICTED BURIED VALVE INSTALLATION IS TYPICAL FOR ALL BURIED VALVE TYPES. OF BACKFILL PRIOR TO INSTALLATION OF PATCH, SUITE 310 repisocr me � the dn+•nk at Irttert>al ntar failure, A �xrsrwn tm� r•tlnt vest be , For +� s the vent my be dke* cornIctedl to a protected vent cad►. Verb c std be bug pmot and sW not permit rein or am b e+rwer the 5. LOCALLY AVAILABLE 'ROCK DUST" MAX BE SUBSTITUTED FOR VDOT FINE AGGREGATE 4. NUMBER OF BRICK; COURSES REQUIRED IS DEPENDENT ON LINE SIZE AND VALVE TYPE, . LOCALLY AVAILABLE "ROCK DUST" MAY BE SUBSTITUTED FOR VDOT EINE AGGREGATE WITH PRIOR APPROVAL OF PUBLIC UTILITIES -GAS. RICHMOND, VIRGINIA, 23225 p h:804-323-0656 vent ties. The discharige paint of regulator or relief valve vents. shall not be placed under wWaws, verdile#a duds, or an socarce +� NTH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. 5. LOCALLY AVAILABLE "ROCK DUST" MAY BE SUBSTITUTED FOR VDOT FIDE AGGREGATE fx: $04-272-3916 Igntar n. The dt� pc shalt he a minimum of 3 teat: ham+ or a any poi wt �rq is ms�y create undue WITH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. I�rd% mep 2RW Consultants, INC. City of Charlotke�sville, Virginia IE�COITIfTl+�l1lf IIIIC111T1UiCI Clearances for ]DRAWING Outside Gas Meter Installations CitSr of Charlottesville, Virginia I'Ip�e Tt'�FIG17 aI1C� �acllrl� -"" Typical DRAWING City of Charlottesville, Virginia Btail�€i Valve Installation -- Typical DRAWING City of Chari's>tttasville, Virginia PermarlelR# Pavemlant �£ alI' DRAWING p 10010th STREET NE SUITE 202 ' Dt�rartrrtdrlt of Public Wc�tics � °�'� D+a�rfartmertt of Pubic Warisa No � Soria �'(� Department of Pubic Works NO � SCOW�,� Dt�parfrrtent of Public Works GP 1 CHARLOTTESVILLE, VA 22902 NO to Soria .0 ph: 434-296-2116 fx: 434-977-1862 o �., PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i- STEEL VENT TO HIGHWAY DEPARTMENT APPROVAL. M TFINISHED i GRADE � I 24" IN 24' MIN �� 42 " NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES-, e' 8„ INITIAL BACKFILL r 8' 8" L Q ,�,- �_�, �_ _ VILLE THREADS WHICH IS THE LOCAL STANDARD. MIN MIN. MIN. IN, � „ Pavement -- I _ ADJUSTABLE VALVE LENGTH OF BRANCH VARIES BOX W/ LID #68 STONE 11 6' MIN (2T0,) 2' To 10' * STABLE SOIL ROCK i MIN CARRIER PIPE CASING ";MIN z Z 18'-22" SCRAPE THE BOTTOM OF THE TRENCH. STEEL 1® 7 CU. FT. VALVE BOX REMOVE ALL STONES TO INSURE #68 STONE THE PIPE DOESN'T REST ON ROCK AND _• t ]� -- t1! z cv N 6" GATE 42"MIN �: a THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. SEAL LT C) TYP - --- 5' �— i TYP �, VE 8„ X 6" FOUNDATION IN POOR SOIL UNDER—CUT CONDITION - L CASING INSULATOR TEE ° � 1 TYP M.J. GATE -'�""` "`" INSULATOR SPACING Irl �[PatrlerPiPe� _ _ _ _ _ VALVE 2500 P.S.I. CONCRETE , : •. ., a °' s BASE AND THRUST °� � ' � ° �'' °'; .,. '' BLOCK AGAINST UNDISTURBED STABLE TNI TIAL BACKFILL JMI 1 M. ER 1 ' N 46506 4r 0 ,r — END SEAT. Pipe Size I d Pipe Size I tl S, BY PIPELINE SEAL AND INSULATOR, INC.; -, 1" � 10 fL 3" or 5 Ii. URAPPROVE:DEQUAL 11/4"-27 12 ft. 47-6" 9It- SOIL' STEEL PILE ' RESTRAINED JOINT FITTINGS 4' MI U N STABLE 8 s» 8„s„ SOIL MIN MIN. MIN SSMODEL fip314" NAi,E CL TYPICAL EACH END '" 12 �-18 fL 8' laige►r 12 ft. WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION __ MIN. �_= - -- #68 STONE or WATER LINE TO POURING CONCRETE, A STEEL PILE SHALL _ ...:.; �: ;>:::=y GRANULAR FILL AS = __ REVISIONS I4 1 BE USED AS ADDITIONAL SUPPORT. —APPROVED BY ACSA -' ry /lXliir NUMBER DATIE DESCRIPTION 4 09/25/17 YSMP REVISION #2 !Q STABLE SOIL OR ROCKS G STABLE' SOIL OR ROCK -1 13 09/111/17 YSMP REVISION _ 12 08/31/17 ACSA REVISION NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. ORA MINIMUM OF 6 BEYOND THE NOTE 1 08/09/17 REVISION #1 G) C EDGE OF PAVEMENT WHICHEVER IS GREATER. DRAWING GG 3.2 FOR MINIMUM STEEiLC INGSIZZEANDWAL.LLTHICKNESS. 2500 P. S.I. CONCRETE �' a 2'x 2' BEARING AREA. 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. THRUST BLOCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 07/2!1/17 DD PROGRESS SET 05105/17 100% Documents 2, REFERENCE Q 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 24" OF THE WATER LINES. a. ( INCLUDING DITCHES ) 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED a 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. ABOVE THE INITIAL BACKFILL. a 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. a a IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE IN THE TRENCH. j PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. PROJECT NUMBER DUCTILE IRON WATER 1613 - DD PROGRESS TYPICAL GATE VALVE TYPICAL FIRE HYDRANT ASSEMBLY DETAIL DATE PIPE INSTALLATION 8c BEDDING NTS FIG. W-5 N.T.S. FIG. W-4 NTS SEPTEMBER 11, 2017 FIG. W- 2 TD -9 TD -8 TD -2 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 05.05 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 51 5/ 10 ------------- SEWER 0 WATER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM )K SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 ll TD -1 NOTE: RESTRAINED JOINT FITTINGS. Side View < 42" Minimum Certification of 95% compaction required P4 10 Ia Galvanized Steel Beam, W12 x 14 (min. size) 3' min, penetration into undisturbed soil , or as approved by the ACSA. 4' MINIMUM VIUM 45* TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-313 TD -5 x FOR ALL BENDS 45 Vmin 'T > 45' MIN N IN T SECTION 1 -1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. /lop' BEDDING AS M REQUIRED M I 4t>/' SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CU. YD. (FEET) CU, YD, - - - - - - - - BEND Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G Ft. Ft. Sq. Ft. Cu. Yds. No. Lin. Ft. No. I Lin. Ft. No. I Lin. Ft. No. -1h. �Ft No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* - - - --------- - - - - - - - - L H T L H T - I 90 2.50 2.50 3.01 0.24 - 2500 P.S.I. CONCRETE THRUST BLOCK - - 4" & 6" 45 22 1/2 2,00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 - 11 1/4 1.50 2.00 2.50 0.10 - - - - - - - - - - - - OF TRENCH 11-6-- 24" MIN. 11-0.1 90 3.66 3,16 3.21 0.48 JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 6 • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF 8" 45 2,66 2.66 2.77 0.26 0 CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. T-15" 0 THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 5'-71- 11 1/4 1.66 2.16 2.67 0.13 T-61- 4 11-01, DI -38 90 4.83 3.83 3.42 0.83 14 6'-7" to 6'-101- 3 - 5'-7-1 10" & 12,, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 121 22 1/2 2.33 2.58 2.86 0.24 6'-7" to 61-101-1 3 5'-711 3 3� - -?:; 11 1/4 1.83 2.33 2.84 0.18 11-011 251 251 K3'54 141 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 VALVE O NTS FIG. W-3 TD -3 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) 24" MIN UNDISTURBED EARTH PLAN 477� MEGA -LUG A-3 CONCRETE 4' MIN _MEGA -LUG • WATER MAIN 24" TRENCH 24" MIN WIDTH MIN 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 FINISHED GRADE T--..-. I T FT-.- 1-1 T=- I T I =--T FT= TRENCH 4 REDUCER 4 2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL 19' MIN. 4 - PROFILE VIEW C TD -7 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 112- UNDISTURBED SOIL EDGE .4 24!' MIN. 2' OF TRENCH- 4 3'8' 3' - - - - - - - - 10' MIN, Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G Ft. Ft. Sq. Ft. Cu. Yds. No. Lin. Ft. No. I Lin. Ft. No. I Lin. Ft. No. -1h. �Ft No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* - - - --------- - - - - - - - - 5' MIN. '14 REDUCER MIN. PROPOSALS WILL BE 4 - I - 1 1 51-711 3 31-2-1 - 2500 P.S.I. CONCRETE THRUST BLOCK - - 6 T - O.. 4 FOR ESTIMATING PURPOSES AND THE ACTUAL Y' MI N. 1.83 2.59 5 l'-6'- - - - - - - - - - - - - - - - - - --- - 3 1 5'-711 UNDISTURBED SOIL - EDGE - 4 - - - - - - - - - - - - - - - - - OF TRENCH 11-6-- 24" MIN. 11-0.1 NOTES: PLAN VIEW OF DEPTH. • NOT TO SCALE 2.75 • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 6 • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA, 6-7-1 • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. Y-15" 0 CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. T-15" 0 THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS 5 FIG. W -3D 10 C TD -7 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 112- 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN, 10' MIN, Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G Ft. Ft. Sq. Ft. Cu. Yds. No. Lin. Ft. No. I Lin. Ft. No. I Lin. Ft. No. -1h. �Ft No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* 4' 5' MIN. 12' MIN, 6' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, B DOOR HINGES F - - - - - - 71- I I 1 LIFT HANDLE ---------------- TYPICAL ------------ TYPICAL METER VAULT N,T.S, FIG, W -7A TD -14 SIDE VIEW .75' DIAMETER DRILLED OLE FOR TOUCH READ NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 361 ALUMINUM ACCESS HATCH DI-3A,3B,3C FYPAtJCInN AnINT INLET EXPANSION KEYED JOINT CONST. BARS JOINTAR NT 1 B 00 B' 42" y C HARDWARE � N .. AIRS FWEEP + EE;HOLE. SEE NOTE 8 SECTION A -A L L KEYED CONST, JOINT 2'-10" WARPED t lx-B.ie GUTTER APPROACH kGUTTER S A 09/111117 BARS G- \V11 N ----1---'0 nllNt A A BARS F -BARS E �­*3" DIAMETER 6-13 BARS E WEEP HOLE FRONT ELEVATIONBARS I BARS FI- 8111 -l'-8"- 18" 13 (GUTTER REMOVED) 3'-0" 5X'/4" BENT PLATE SECTION B -B • TYPE A NOSE DETAJI,.SHALL BE USED WITH CG -3 & CG -7 STANDARDS --Oz '.. le R G L2/2CN 22A X'" IZVI TYPE B NOSE DET LJ BE USED WITH CG -2 STANDARDS. TYPE A TYPE B X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH Y2" X 4" STUD SHEAR WELDED TO SENT PLATE AT 2'C -C. NOSE DETAILS APPR.PAVEMENT DI -3A L DI -38 L DI -3C Ir L WARPED PAVEMENTLow -- 77 FLOW I f.L-ow 11a I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER i BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 PECMATION STANDARD CURB DROP INLET SRUERENM 12" 3011 PIPE: MAXIMUM DEPTH (H) 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES TYPE L L AREA OF SLOT 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 89/25/11 VSMP REVISION REINFORCING STEEL 09/111117 THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "HII DIMENSION SHOWN ON THE STANDARDS 08/31/17 TO ABUTTING CONCRETE TO PREVENT 1 Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G Ft. Ft. Sq. Ft. Cu. Yds. No. Lin. Ft. No. I Lin. Ft. No. I Lin. Ft. No. -1h. �Ft No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* WEIGHT Lbs. DI -3A 2'-6" 1.15 2.26 - - - I - 1 1 51-711 3 31-2-1 - - - - 6 T - O.. 22 FOR ESTIMATING PURPOSES AND THE ACTUAL 4' 1.83 2.59 5 l'-6'- 2 6'-7" to 6'-101- 3 1 5'-711 3 3'-211 4 T-611 3 11-6-- 4 11-0.1 64 OF DEPTH. 6' 2.75 3.02 5 3'-6" 6 6'-7" to W-10" 3 6-7-1 3 3'-2.1 4 Y-15" 3 T-15" 4 T-01. Ili 8. 3.67 3.46 5 5 '-6" 10 6'-7" to 61-1011 3 5'-71- 3 3 '-2" 4 5 '-6-- 3 T-61- 4 11-01, DI -38 10, - 4.58 3.90 5 7 1-611 14 6'-7" to 6'-101- 3 - 5'-7-1 3 -- 3'-21- 4 71 -611 3 1 '-6" 4 1. 0 204 121 5.50 4.34 5 9'-6" 18 6'-7" to 61-101-1 3 5'-711 3 3� - -?:; 4 9'-6" 3 V-6" 4 11-011 251 251 K3'54 141 6.42 4.78 5 ll' -6" 22 6'-7" to 6'-10" 3 51-711 3 1 1 3 -2 4 ll' -61, 3 11-61, 4 T-011 298 298 161 7.33 5.22 5 13'-6" 26 6'-7" to W-10" 3 51-7-1 3 1 31-2" 4 131-61- 3 1'-6" 4 45 345 �8.25 5.66 5 15'-6" 30 to 6' -1011 3 51 -7" 3 3 '-2" 4 1V-6" 3 T-6" 4 11-01, 391 20' 1 9.17 6.09 5 171-61' 34 6-7" to -6'-10"- 3 5'-7' '- 3 31-21' 4 17'-611 3 T-6.1 4 T -O" 438 6' 2.75 3.011 10 li-q.. 4 6'-7" to W-10" 5 1 5'-711 3 3'-21- 8 T-91- 6 V.611 2 11-01, 111 8' 3.67 3.45 10 1 214' 8 6'-7" to 6'-10" 5 5'-7" 3 31-2-1 8 2--91- 6 T-6-1 2 158 10, 4.58 3,819 10 1 Y-91' 12 6'-7" to 6'-101- -F'-7" 5 6-71- 3- Y-21- 8 8 3--g" -9" 6 6 V-15" 2 11-01, 205 to 6'-10" 5 5 5'-7" 5' 7 8 6 252 DI -3C 14' 6.42 4.77 20 6'-7" t - 5 5. 7 5--7-- 6 - 29 16' 7.33 5.211 10 61-911 24 6'-7" to W-10" 5 5.-7.' 5 -7" g8 6 E6 11-6-1 345 1 8.2 5.65 10 7'-91' 28 6'-7" to W-110" 5 5 5-7-1 1 3 1 3'-2" 8 39 0' 9.17 , 6.0f9 10 81-91' 32 6-7" to W-10" 5 5 5 -7" _7" 1 3 1 8 6 439 NOTES 11. DEPTH OF INLET (H) T(0 BE SHOWN ON PLANS. 7. * 4 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 89/25/11 VSMP REVISION 1211 C -C TO BE PLACED IN ALL AREAS ADJACENT 09/111117 THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "HII DIMENSION SHOWN ON THE STANDARDS 08/31/17 TO ABUTTING CONCRETE TO PREVENT 1 CURB AND GUTTER. AND SPECIFIED ON THE: PLANS WILL BE SETTLEMENT. 08 PROGRESS SET MEASURED FROM THE I!INVERT OF THE OUTFALL 100% Documents 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 311 DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-211 WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS )ARE APPROXIMATE ONLY DRAW SUBBASE MATERIAL. WEEP HOLT 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 I 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 TWE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN A=ORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FUIRNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +1611 AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 211. INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. SIE DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INV/ERT OF THE OUTFALL ALL OPENINGS BY 211. 19. ALL REINFORCING BARS TO BE #5. 4. PIPE IS HIGHER THAN 1THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE il. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 41-011 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. TWE 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 STRUCITURE. 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 DET AILS 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 SMFICATO RffERENM STANDARD CURB DROP INLET 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD 11111ADDITION TO MSC PROJECT ADDRESS CHARLOTTESVILLE 1 IVIRGINIA 22903 CONSULTANTS civil Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 MOP 2RW Consultants, INC. 10010th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 SEAL kk &A "T I 'VIN M. - ER op �PN A N 46-506 I6.0 Ili, 'Zol le"s, I 3sh- .' 's;AfAL REVISIONS NUMBER DATE DESCRIPTION 4 89/25/11 VSMP REVISION 3 09/111117 VSMP REVISION 2 08/31/17 ACSA REVISION 1 08/09117 REVISION #1 07/211/17 08 PROGRESS SET 05/05/17 100% Documents PROJECT NUMBER 1613 - DD PROGRESS SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 05.06 GOLF FACILITY FIRE FLOW HYDRAULIC MODEL I ATTACHMENT A - ACSA HYDRANT FLOW TEST REPORT, JUNE 37 2015 I ATTACHMENT B - HYDRANT TEST CALCULATED FLOW VERSUS 11 Dewberry MEMORANDUM Date: Friday, September 15, 2017 Subject: UVA Golf Facility Fire Flow Hydraulic Model Albemarle County Service Authority (ACSA) requested a fire flow evaluation to verify that the waterline extension to the UVA Squash Facility will meet the minimum fire flow requirements of 1500 gpm at 20 psi. The model was based on one hydrant flow test conducted by ACSA on June 3, 2015 (see attached). Where data was not available, conservative assumptions were made including: • Existing and proposed waterline materiel assumed to be ductile iron (C=130) • Elevations were assigned using project topographical survey • WaterCAD model was based upon proposed alignment System demand was estimated from meter data for the existing squash and existing golf club facility. A max day demand factor of 2 was used. As previously mentioned, one hydrant was flow nested (see attached) for residual pressure and available flow. Based on the residual pressures, a simulated flow versus pressure curve was developed and input into the model. An elevation of 567 feet was assumed at hydrant 10143. An instantaneous fire flow analysis was performed assuming a minimum of 20 psi was required. The curve below displays the modeled available fire flow at any given pressure assuming that J-34 is at elevation 545 feet. Available Fire Flow Dewberry Attachments: 1. Attachment A — ACSA Hydrant Flow Tesit Report, June 3, 2015 2. Attachment B — Hydrant Test CalculatedFlow Versus Pressure Curve 3. Attachment C — WaterCAD Model Map cc: Amy Bird IvIernora.ndum 11 of 2 MEMORANDUM Meinorandum 1 2 of 2 R ® C ierYl<Ce A�rIE �j Hyd ra nt` flow 100 I l k.�y'r�tylrsg#C.xt1Ks0+€rrr� � `="a-" �' Test Ort : .. FIRE HYDRANT FIRE FLOW TEST 90 09/25/17 Location Ednam 80 I i _ - Time 11:00 70 - Q 60 Pressure Hydrant :10143 REVISION #1 50 07/21/17 Residual Pressure (psi) 64 Flow Hydrant #1 12579 Pitot Pressure #1 (psi) 37 Test Flow 1 v 4ot 1 _. _ �� _ r600 411 a- 0 atzo PSI 30 .. ... i AW WA Q20 Calculation (gpm) 1953 20 (Value of zero Indicates insufficient pressurie drop for calculation) 10 j. Non -AW WA configured test based upon customer request For method of calculating pitot flow with a diffuser: see eq. 13, Walski and lutes article 1990 Journal Management and Operations AW WA 0 500 1000 1500 2000 Signature of Tester: Diameter Flow (gpm) inches -J-34 Dewberry Attachments: 1. Attachment A — ACSA Hydrant Flow Tesit Report, June 3, 2015 2. Attachment B — Hydrant Test CalculatedFlow Versus Pressure Curve 3. Attachment C — WaterCAD Model Map cc: Amy Bird IvIernora.ndum 11 of 2 MEMORANDUM Meinorandum 1 2 of 2 R ® C ierYl<Ce A�rIE �j Hyd ra nt` flow bate of Report 6/5/2015 l k.�y'r�tylrsg#C.xt1Ks0+€rrr� � `="a-" �' Test Ort : .. FIRE HYDRANT FIRE FLOW TEST c rcnsf�u+i+r?�wrcrb��samtc r�arrtr'{a.`~sr,,re.ttsu:: :, .. 09/25/17 Location Ednam 06/03/15 Date and Time of Test 6/3/20115 11:00:00 AM Time 11:00 Minutes of Flow 2 08/31/17 Pipe Size (Inches) 10 1 Pressure Hydrant :10143 REVISION #1 Static Pressure (psi) 76 07/21/17 Residual Pressure (psi) 64 Flow Hydrant #1 12579 Pitot Pressure #1 (psi) 37 Test Flow 1 850 Flow Hydrant #2 Pitot Pressure #2 (psi) Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 0 Total Estimated Flow (gpm) 850 Estimated Consumption (gal) 1700 AW WA Q20 Calculation (gpm) 1953 (Value of zero Indicates insufficient pressurie drop for calculation) Comments Non -AW WA configured test based upon customer request For method of calculating pitot flow with a diffuser: see eq. 13, Walski and lutes article 1990 Journal Management and Operations AW WA (All tests conducted using 2.5 discharge outlet unless otherwise specified) Signature of Tester: Diameter l N Opr 11195 / 6 )_ ;. Legend Service Auth6rity �/ wH InServrviceice, ,%` ydrant Ownership �o'r KZ- Not In Service, ACSA Owned Itr3i(: t rrrn3 ti f r Not In Service, Private Owhership 6 J ' S�� y __. --- t In Service, Private Ownership - ��`;i',/�,,a� ^ �` In Service,ACSA Owned \ 'y, p wMain Ownership j ` �i2i,� Private Ownership J s Presure Hydrant :,, ' !S '� !' -.-y' --•-- 2007 a' Contours 1014 1110 672 1P Flow Hydrant f t DISCLAIMER \G f 1257 ! "N Utilities, structures, lot lines and all appurtenances indicated on this map are intended for general layout and reference location only. This printout is not intended for any other use than for preliminary planning and general \ location purposes. The utilities shown on this map are believed to be f ! J 6L accurate, however, recent utility improvements and/or system changes �y may have been updated in our mapping since the time of this printout. 12Q 60 0 12 V Feet ComactACSA directly for specific utility locations. �- Aerial Imagery C-02007 Commonwealth of Vrginia ti Parcel Information Property of County ofAibemarle -�"- '•- _ ! A- � PRESSURE CURVE ATTACHMENT C - WATERCAD MODEL MAP J-15 #1) 4tr #3) (Mtr #2) PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD ADDITION TO MSC IM PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS CMI Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consultants, INC. 10010th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 SEAL REVISIONS NUMBER FIRE HYDRANT FIRE FLOW TEST 4 09/25/17 Date 06/03/15 09/111/17 Time 11:00 Weather 08/31/17 ACSA REVISION 1 08/09/17 REVISION #1 07/21/17 DD PROGRESS SET 05/05/17 100% Documents Flusher / Tester Temperature eF / °C Flow Hydrant 12579 Gage (test) Hydrant 10143 Diameter 2.5 inches Static 76 psi Coefficient 0.75 Residual 64 psi Pitot 37 psi Flow at Residual Pressure 851 gpm Flow available at 20psi residual 1954 gpm Mins/flowed 2 Water Used 227 cubic feet Available Fire Flow 3000.0 2500.0 2(p.0 _ - F Q 1010wL 11:`0.0 IL } c 500.0 r 0.0 0.0 101.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 Residual Pressure (psi) Pitot Chart Flow Available at Residual Pressure psi gpm psi gpm psi gpm psi gpm psi gpm 1 140 28 740 55 1037 76 0 20 1954 2 198 29 753 56 1046 74 323 18 1992 3 242 30 766 57 1056 72 470 16 2028 4 280 31 779 58 1065 70 585 14 2065 5 313 32 791 59 1074 68 683 12 2100 6 343 33 803 60 1083 66 771 10 2135 7 370 34 815 61 1092 64 851 8 2170 8 395 35 827 62 1101 62 924 6 2204 9 419 36 839 63 1110 60 993 4 2238 10 442 37 851 64 1119 58 1059 2 2272 11 464 38 862 65 1127 56 1121 0 2305 12 484 39 873 66 1136 54 1180 - - 13 504 40 884 67 1145 52 1237 14 523 41 895 68 1153 50 1291 15 542 42 906 69 1161 48 1344 16 559 43 917 70 1170 46 1395 17 577 44 928 71 1178 44 1445 18 593 45 938 72 1186 42 1493 19 609 46 948 73 1195 40 1539 20 625 47 959 74 1203 38 1585 21 641 48 969 75 1211 36 1629 - 22 656 49 979 76 1219 34 1673 23 671 50 989 77 1227 32 1716 24 685 51 999 78 1235 30 1757 25 699 52 1008 79 1243 28 1798 26 713 53 1018 80 1251 26 1838 27 727 54 1028 81 1258 24 1877 - 28 740 55 1037 82 1266 22 1916 ATTACHMENT C - WATERCAD MODEL MAP J-15 #1) 4tr #3) (Mtr #2) PROJECT TITLE UVA SQUASH FACILITY AT BOAR'S HEAD ADDITION TO MSC IM PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 CONSULTANTS CMI Dewberry 4805 LAKE BROOK DRIVE SUITE 200 GLENN ALLEN, VA 23060 ph: 804-290-7957 fx: 804-290-7928 landscape AECOM Charlottesville 455 SECOND STREET SE SUITE 100 CHARLOTTESVILLE, VA 23225 ph: 703-682-4965 structural D,M,W,P & V 1025 BOULDERS PARKWAY SUITE 310 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 fx: 804-272-3916 mep 2RW Consultants, INC. 10010th STREET, NE SUITE 202 CHARLOTTESVILLE, VA 22902 ph: 434-296-2116 fx: 434-977-1862 SEAL REVISIONS NUMBER DATE DESCRIPTION 4 09/25/17 YSMP REVISION #: 3 09/111/17 YSMP REVISION 2 08/31/17 ACSA REVISION 1 08/09/17 REVISION #1 07/21/17 DD PROGRESS SET 05/05/17 100% Documents /IMF Ii WZ4t-1 PROJECT NUMBER 1613 - DD PROGRESS DATE SEPTEMBER 11, 2017 SHEET TITLE FIRE FLOW TEST DATA SHEET NUMBER C6mO8 M 25 PVS LANDSCAPE PLANTING PLAN SCALE 1" = 20'-0" 0 20 0 20 40 1" = 20' SCALE OF FEET a 550 SF CM PLANTING SCHEDULE TREES SYMBOL AF AAB BND BNH CC CFA CFC CV JV PA TD SHRUBS SYMBOL IVR IVJ IVS IVW IV 700 SF CM 2 BND 6 JV BOTANICAL NAME ACER X FREEMAN I I'ARMSTRONG' AMERLANCHIER C.'AUTUMN BRILLIANCE' BETULA NIGRA'DURAHEAT' BETULA NIGRA'HERITAGE' CERCIS CANADENSIS CORNUS FLORIDA'APPALACHIAN SPRING' CORNUS FLORIDA'CHEROKEE PRINCESS' CRATAEGUS VIRIDIS'WINTER KING' JUNIPERUS VIRGINIANA PLATANUS X ACERIFOLIA TAXODIUM DISTICHUM PLANTING CALCULATIONS AREA OF PARKING AND VEHICULAR CIRCULATION - AREA REQUIRED FOR PLANTING OF TREES/SHRUBS (5%) - AREA OF TREES ADJACENT TO PAVED PARKING AND VEHICULAR CIRCULATION 8 SHADE TREES SHOWN FOR 48 PARKING SPACES AREA OF DISTURBANCE - TOTAL SITE AREA - AREA REQUIRED FOR TREE CANOPY (10%) TOTAL TREE CANOPY AREA (MINUS AREA OF PARKING VEGETATION) County of Albemarle Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The followimg items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring free wells or walls; ❑ Proposed trenching or tunneling beyond the litnits of clearing. 2. MarikinPs: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference; ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment (Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such den ices shall not adversely affect trees to be saved. 5. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 19. Tree Walls; ❑ When flue ground level must be Iowered within the dripline a tree to be saved, a tree watt shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ Mica trmnching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunnel ng under a llarge tree shalt be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated inunediately by pruning, fertilisation or other methods recommended by a tree specialist. NO' t IT IS TETE DEVELOPER'S SPONS1131LITY TO CONFER WITH TIIE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. NER SIGiATU (AT ) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 COMMON NAME ROOT SIZE FREEMAN MAPLE B&B 2.5" CAL. CANADA SERVICEBERRY B&B 84 HT. RIVER BIRCH B&B 9-10' HT. RIVER BIRCH B&B 9-10' HT. EASTERN REDBUD B&B 1.75" CAL. FLOWERING DOGWOOD B&B 1.75" CAL. FLOWERING DOGWOOD B&B 1.75" CAL. WINTER KING HAWTHORN B&B 2" CAL. EASTERN RED CEDAR B&B 8-9' HT. LONDON PLANE:TREE B&B 2.5" CAL. BALD CYPRESS B&B 2.5" CAL. 16,692 SF 835 SF 2,944 SF 62,290 SF 62,290 SF 6,229 SF 24,420 SF QTY NOTES SPACING 26 SINGLE LEADER, SPECIMEN AS SHOWN 30 SELECT CLUMP, SPECIMEN AS SHOWN 9 SELECT CLUMP, SPECIMEN AS SHOWN 13 SELECT CLUMP, SPECIMEN AS SHOWN 6 SPECIMEN AS SHOWN 12 SPECIMEN AS SHOWN 6 SPECIMEN AS SHOWN 18 SPECIMEN AS SHOWN 11 SINGLE LEADER, FULL TO GROUND AS SHOWN 8 SINGLE LEADER, SPECIMEN AS SHOWN 7 SINGLE LEADER, SPECIMEN AS SHOWN BOTANICAL NAME COMMON NAME ROOT SIZE QTY NOTES SPACING ILEX VERTICILLATA'RED SPRITE' WINTERBERRY CONT. 24" HT, 161 FULL TO GROUND 4'0.C. ILEX VERTICILLATA'JIM DANDY' MALE WINTERBERRY CONT. 24" HT. 20 FULL TO GROUND 4' O.C. ILEX VERTICILLATA'SOUTHERN GENTLEMAN' MALE WINTERBERRY CONT. 30" HT. 32 FULL TO GROUND 5' 0. C. ILEX VERTICILLATA'WINTER RED' WINTERBERRY CONT. 30" HT. 6 FULL TO GROUND 5' O.C. ITEA VIRGINICA VIRGINIA SWEETSPIRE CONT. 30" HT. 95 FULL TO GROUND 4' O.C. GROUND COVER AND GRASSES SYMBOL BOTANICAL NAME PVR PANICUM VIRGATUM'RUBY RIBBONS' PVS PANICUM VIRGATUM'SHENENDOAH' CM CONSERVATION MIX FACW RAIN GARDEN MIX COMMON NAME ROOT SIZE QTY NOTES SPACING SWITCHGRASS CONT. 3 GAL. 206 3' O.C. SWITCHGRASS CONT. 3 GAL. 171 T O.C. ERNST ERNMIX 181 NATIVE STEEP SLOPE MIX WITH ANNUALRYE ERNST ERNMX 180 WITH COVER CROP DRILL SEED OR BROAD\CAST AT 1 LB/1000SF DRILL SEED OR BROAD\CAST AT 15LB/ACRE WITH COVER CROP OF GRAIN RYE AT 30LBS/ACRE 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION SQUASH FACILITY CONSULTANTS MMIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Ile 3101 WILSON BOULEVARD ARLINGTON, VA 22201 ph: (703) 682-4965 MI SEE CO.05 FOR ENLARGEMENT SEAL �. O �Y" fes. Rachel Evans Lloyd Lie. No. 0406001005 PE AwC REVISIONS NUMBER DATE DESCRIPTION /1w i k 12-0 11 PROJECT NUMBER X613 DATE October 11, 2017 SHEET TITLE LANDSCAPE PLANTING PLAN SHEET NUMBER L-1.01 L a EE ,) GUYING STAKES WITH HOS GAUGE GALVANIZED WIRE PESSARY JRROUNDING FINISH THE DEPTH OF THE TRUNK FLAIR E BASKET TO E YOND NOTE: 1. FLAGGING IS ENCOURAGED NEAR PEDESTRIAN AREAS. OBTAIN OWNER REPRESENTATIVE'S APPROVAL FOR FLAGGING LOCATIONS 2. PLANTS TO CONFORM TO CURRENT AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z-60.1. 3. MULCH TO BE DOUBLE SHREDDED HARDWOOD MULCH. DO NOT PLACE MULCH AGAINST PLANT TRUNK. TREES- GUYING 2" MULCH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. FINISH GRADE J L •�. L t 1 n a t f t � / �'t 5 'III—I } � � • t. r{ / (- r y — x � — PLANTING SOIL MIX CONTINUOUS .I T.- THROUGHOUT PLANTING BED - I I I I 711 NOTE: INSTALL PLAINTS EQUAL DISTANCE APART UNLESS OTHERWISE NOTED ON PLANS. 5 PERENNIALS 1-1.06 I TREES- ON SLOPE FOR SLOPES 5:1 OR GREATER 1/2 ROOT BALL (BOTH SIDES) 1 J ' J 'Ly - o x ROOT BALL / PLAN LIMIT OF EXCAVATION NOTE: REFER TO TREE PLANTING DETAIL - STAKING OR TREE PLANTING DETAIL - GUYING FOR PLANTING REQUIREMENTS. , r w I s l' i f 5n O.C. 8" O.C. 7" O.C. t•.t. 6 GROUND COVERS 1-1.06 SET PLANTS IN STAGGERED ROWS AT SPECIFIED SPACING UNLESS OTHERWISE INDICATED ON PLANS 2" MULCH OVER ENTIRE BED, DO NOT COVER CROWNS OF PLANTS. PLANTING SOIL MIX PLANTING BED CONTINUOUS BETWEEN PLANTS 0 G 2" MULCH - FORM INTO SAUCER AROUND EACH PLANT PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED SHRUBS a FINISH GRADE PLANT n SPACING "D" OW "All R n 6n O.C. 5n O.C. 8" O.C. 7" O.C. 10" O.C. 9" O.C. 12" O.C. 10" O.C. 15" O.C. 13" O.C. 18" O.C. 16" O.C. 24" O.C. 20" Q.C. 36" O.C. 26" O.C. PLANT SPACING PLANT, TYP. NOTE: INSTALL PLANTS ' WITH TRIANGULAR SPACING UNLESS OTHER WISE NOTED ON PLANS PLANTING SOIL MIX 2" MULCH CONTINUOUS PROVIDE 2"-3" SAUCER NOTE: POCKET PLANT ON SLOPES GREATER THAN 3:1 SHRUBS- ON SLOPE PINiicu r -DAM: 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION SQUASH FACILITY CONSULTANTS DDEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 ST�Ui� DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 XEJ LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 1111911111 OSSIG 1i AECOM aro esville 3101 WILSON BOULEVARD ARLINGTON, VA 22201 ph: (703) 682-4965 1'0 \ r r 11 \, c,c •' /_ SEE C0.05 FOR ENLARGEMENT SEAL LTH 6; Rachel Evans Lloyd Lic.1No, 0406001005 -C) �TclPE ARS REVISIONS UMBER DATE N DESCRIPTIO ff N �I /-fj,A f t t 2, PROJECT NUMBER I f� 13 DATE 9017 SHEET TITLE PLANTING DETAILS SHEET NUMBER 1-1.02 7 F • • • • • • • • • • • f • • • • f O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • *0 • • • • • • • • • • • • • • • • • • • 0.1 0.1 f 0.1 • 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 d.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 *0 *0 *0 *0 •*0 *0 • *6 *0 *0 • *0 *0 • *0 • *0 *0 *0 *0 *0 *0 *0 w 0.2 0.2 0.3 0.3 0 • • • • • •.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.7 0.4 0.2 0.3 0.3 0.2 0.1 0.1 0.0 0.0 47.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 *0 *0 *0 • • • • • • • • • • • • • • • • • • • • • • • • • • w • 0.3 0.4 0.7 0.9�, 0`.6 0.6 0.4 0.4 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.6 1.2 1. 1M-H:20.'0.A 0.6 0.5 0.4 0.3 0.2 0.1 47.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9'.0 \0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 *0 0.2 0.5 \ 2'', 1.5 1.4 1.3 \�1..0 1. 0.7 0.6 0.6 0.3 0.2 C7.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 g / "0 '0 \Q.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.3 0.7\\ 11 1.6 1.6 1.6 1.6 1.1 1.0 0.8 0.6 0.4 47.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0/0 /0 0 0 0 0.0 0.1 0.3 0.4 0.5 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.3 0 9\ \';1.5 _/ 1\S 1.6 1.4 1.4 1.3 1.0 0.8 47.5 0.3 0.2 0.1 0.1 0.0 0.0 0 0 //o 0.2 0.5 0.6 0.6 0.9 0.8 0.4 0.2 0.1 0.1 0.0 \\\ \ Z 0.0 0.1 0.1 0.4 0 T, 1 1.1- 1.3 1. 8MHZp 7 1.4 0.9 43.7 0.5 0.3 0.2 0.1 0.1 O.Q 0. q 0.7 1.0__ 1.0 0.9 0.9 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.6 0.,� 1.2 .7 2.0/ 2 1,7\ 1,.2 1.0 0.8 0.6 0.3 0.2 G'.1 /,0,:0/ {}J 0.7 / 1.01..2 1.2 .2 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 •0.1 0.3 0 b 1,,b,, 1.5 t.1 2:5' 2� 1.8 \ 1;3 1.0 0.7 0 51,'0.3 0.1 / C 0.8 �2 1 1'5' 3 0.9 0.6 0.3 0.1 0.1 0.0 Luminaire Schedule Symbol Qty Label Arranlgement Lum. Lumens UL [MANUFAC] Description -E] 1 D2 SINGILE 4816 0.950 Beacon Products URB-21-24NB-55-3K-T2 -E] 1 D3 SINGILE 4656 0.950 Beacon Products URB-21-24NB-55-3K-T3 -E] 4 D4 SINGILE 5245 0.950 Beacon Products URB-21-24NB-55-3K-T4 -H 4 D5 SINGILE 5341 0.950 Beacon Products URB-21-24NB-55-3K-T5R Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Area Site Illuminance Fc 0.45 3.5 0.0 N.A. N.A. Parking Illuminance Fc 1.48 3.4 0.8 1.85 4.25 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 0. 6 l%: 3 1, 9 1 8 1. 1 .� : 6 l': 3 0 9 i' f0 7 /0 ;' 'Q. 2 Hyl / / / /0.7 0;8 1.1 4 �l 1 3 0.9 0.5 0.2 0.1 0.0 0.0 Prepared by: / LIGHTING VIRGINIA CENTRAL • •*0• \ . \ 4000-2 Southlake Blvd. 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0��1 0. 3 . 6 3 4\ 1. 9 2. 4 0: , l. 1' 1%Q % 7 0 0. ( / /0'. 7 0 �8 1. 2 1. 2 3,/' 1. 5 i 1. 2 0: 9 0. 4 0. 2 0.1 0. 0 0. 0 ro^Ms'` Richmond, VA 23236 LIGHTING �n ..\ \, / -379-7777 V Tel: 804IRGItytA \ /� \ ` •-'�`, l ' .:' -'�. vdww.lightingvirginia.com 0. 0 0. 0 0. 0 0. 0 0, 1 0. 1 0. 2 0. 4 0. 8 1 4 `. 1. 5 \\ 1.8 1� 6� .4',, 1 4. 2 1. 0 0: _�0�5 i / 8 0. 0. 8 .1 . 1 1. 4 ;' 1 4 1. 7 1. �. 0, . 9 5 0. 2 0. 1 0. 0 0. 0 \ MH =MOUNTING HEIGHT IN FEET 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0,4 0.6 1 1; 1.2 JL, 2Y .4 3 0 .7 0.5 \ 0.7 0'. 1..2 1.1 1.1 1.5 .8 1.7 1. / 0" 0.6 0.2 0.1 0.0 NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SIHALL BE MADE TO THIS PLAN WITHOUT THE *0 '0 0 . 1 0 . 1 0 . 1 0 . 2 •0 . 3 0 . 5 0 , 7\\0 . 9. 1 . l l '_i . 4 / 1 .\5 1<.`5 1� 2 . 9 0 . 7 0 . 4 ` ' -0 9 jl 2' 1 . 1 1 r2 1 . 3 ;'' 1 . 5 2 : 0 2 . 0 1 . /'' 5 •0 .8 0 .3 0 . l 0 . 1 PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 0.0 0.0 0.0 0.0 \ , 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER �\ / y' D AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR '0.0 '0.0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 4 ro .6 p. 8 _ ',1 : 2 `1 . 5 �. 5', 1 ,6 0. 80 . 5 0. 4 0. 5 0. 2 0. 8 if "j /.'` 1 3 1 4 1. 3 / 1. 2 1. 7 2 4 2 .4 /2 . 4. 3. 5 :2(0.5 0 .2 0. 1 0.1 DEVIATIONS FROM ThIIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. D5 20 / �f\ ANY SUBSTITUTIONS (MUST RECEIVE ENGIINEER AND ARCHITECT APPROVAL. REVIEW / COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET o. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 1 0.1 0.1 6. 2 0. 6 0\ 9 -,1 . 3 1,. 2. 0 \ 1'\3 0 �8,\' 0. 6 0. 6 0. 6 0 1 0/ 1 . ;� ' 1 }' i 5 1.4 -. s 2. 4 2, o ,1. o. 9 0. 5 0.3 0.2 0. 1 OF ITL REPORTS WILL. SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM \ = \ /11� /2.)4 MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY \APPLICABLE JURISDICTIONAL CODES. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 (0.1 0.4 0 7 2 1 7 T•..4 `\ 1.1 0. 0.8 0. 0.9 1.2 _,1 1'S` 1:4 2. 1.9 0.8 0.6 0.2 0.2 0.1 / ! 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. s FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR . . . . . . _I % + `> TO INSTALLATION, C,RITIC,AL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, 91 2 1 o MOUNTING HEIGHTETCSHOULD BE COORDINATED WITH THE CONTRACTOR AND 2./ORo o •o o o o o o o o c o o . o o .o o.o 1 0.2 0.4 l.o l ,3 z 1 5 1.l o. 0 1 SPECIFIER RESPONSIBLE FOR THE PROJECT. • • • • w • • • _4 • •\,`• • • •J ,,j• -�• � /MH- 20 0.3 0.8 3 0.1 010.9 0.8 0.9 1 3 2 .3 .1•o o 0.0 •o o •o . o •o o •o o o .o o .o o.o o .1 0.1 0.z o.4 3MH • .3 1. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE .` AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE • *0 "10 • .. \... i �//..' MAY AFFECT FIELD RESULTS. 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0.0 0.1 0.1 0.3 0.5 0.6 0�. 1.1 ;-'1 0, �q' 0 9 1:0/ 1,: 1.6,' 1.7� l._9 / 1 / ,0.8 0.3 0.3 0.2 0.1 0.1 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE • ------ � ' . /'. RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 !0.0 0.1 0.1 0.2 0.2 0.3 0.6 0' 0.8 1.6 1.3 `, 1,-4/ 1.6 2.2 2.0 1j /0.9 0.4 0.2 0.1 0.1 0,1 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC • « • T� •*1 FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT 0 .0 0 .0 0. 0 0. 0 0 . o o . 0 0.0 0 . 0 0.1 0 . 1 0.1 0.2 0.2 �r.� o . 5 0 7 .1 1.7 .3 , 2y 1.6� 1'. 0 0 .4 0 .2 X0.1 0.1 0 . 1 IS THE RESPONSIBILITY OF THE RECIPIENT"TO VERIFY THAT THE PRINTED OR / PLOTTED -TO -SCALE DRAWING IS PRINTED, TO SCALE. 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.1 0.1 .1 0.1 0.2 0.3 0.5 0>\ 1':1 \ 1. - ! 1.1/` 1;0 0.6 0.3 0.1 0.1 0.0 \ D4 \. ✓ 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.`8;, 0.7 ` 1.1 /5 0.3 0.2 0.1 0.1 0.1 '0. *0 *0 *0 *0 . 70 *0 *0 *0 *0 *0 *0 *0 *0 . 0.0 0.0 0.0 0,0 0.0 ,0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.3 *0 *0 *0 *0 *0 *0 *0 0.3 0.3 0.2 0.1 0.1 0.0 0.0 (1�0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1/ 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 T-10 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1,/ 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 X0.0 0.0 ��0.0 0.0 0.0 0.0 0.0 *0 ./o// 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0� 0.-0-0 0 0.0`' 0.0 0.0 0.0 0.0 _I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J-Af lkj�12jll _ x i i j?! k F E I l ! k Excellence in Illumination Engineering Software Since 1384 Llhtl[7� Analysts wnrahai •2p �a#rtp mmrzr 'Z. j U) E O U tll (6 Revisions CU a) CU z C 'a) CU (` fn .0 v Cn CU C: CU a) U 4-a ■ C.) > fc V ♦ Q) L. I CrT U/ n �i >d D to Name: .r Job N t •' s LIGHTING.; UVA Squash Facility at Boars Head VIRG#NIA = Cat.# f11 URBAN Job Type r le' r N SERIES Approvals URBAN LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Controls/Options: The Beacon Urban luminaire is available with a • Available with Energeni for optional set choice of different LED wattage configurations, dimming, timed dimming with simple delay, shapes, sizes and optical distributions or timed dimming based on time of night designed to replace HID lighting up to 40OW visit: MH or APS. www.boaconpmducts.com/products,evergeni Shown with optional 3RAPW • es n MUrban can be specified with Sitc Construction: wireless control system for reduction in • The drivers shall be located in the top energy and maintenance cost while cast housing and shall be accessible optimizing light quality 24/7. See ordering without tools by hinging the lower shade information or visit: www.hubbellliahting.com/r)roducts sitesync/ assembly. The driver and all electrical for more details components shall be on a tray. 36 • The lower shade shall be made from a one- 1.00 piece aluminum spinning. Finish: • The housing is designed for LED thermal • IFS polyester powder -coat management without the use of metallic electrostatically applied and thermocured. screens, cages, or fans. The top casting + IFS finish consists of a five stage shall be able to be pendent mounted in pretreatment regimen with a polymer primer place with a stainless steel safety pin and sealer and top coated with a thermoset super then permanently held in place with four TGIC polyester powder coat finish. stainless steel bolts. • The finish meets the AAMA 605.2 136 performance specification which includes Electrical: passing a 3000 hour salt spray test for + 100V through 277V, 50 Hz to 60 Hz (UNV), or 1 OV corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and resists or 480V input. surface impacts of up to 160 inch -pounds. • Power factor is ?0.90 at full load. Type III • All electrical components are rated at 50,000 Certifications: hours at full load and 25°C ambient conditions , DesignLights Consortium (DLC) qualified, per MIL- 217E Notice 2. consult DLC website for more details: http:// • Dimming drivers are standard with www.designlights.org/QPL connections for external dimming equipment . NRTL Certified, UL8750, UL 1598 and available upon request.CSA22.2#250. 13-14 for wet locations • Component -to -component wiring within the + IDA approved luminaire may carry no more than 80% of rated load and is listed by UL for use at €rtr "AF H rtl IY i 17C' ea 600VAC at 50°C or higher. Warranty: + Plug disconnects are listed by UL for use at Five year limited warranty for more information 600 VAC, 13A or higher. 13A rating applies to visit: primary (AC) side only. wWw.hubbelllighting.cQm/resourGe�s/warranty , • Fixture electrical compartment shall contain all LED driver components. � • Button photocell available. • Ambient operating temperature -40°C to 40°C • Surge protection - 20KA. � •r • LifeshieldT"' Circuit - protects luminaire from excessive temperature. The device S shall activate at a specific, factory -preset temperature, and progressively reduce power over a finite temperature range. A luminaire equipped with the device may be reliably "" operated in any ambient temperature up to 1 55°C (131°F). Operation shall be smooth and undetectable to the eye. Thermal circuit � is designed to "fail on", allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty Type V Rectangular wiring connection to the drivers. The device Type V Round shall be able to co -exist with other 0-10V control devices (occupancy sensors, external dimmers, etc.). URB -60 ov CERTIFICATIONS/LISTINGS C US •3000K and warmer CC TO only Shown with SiteSync- STYLES Controls/0 tions: P The Beacon Urban luminaire is available with a • Available with Energeni for optional set CAP - Round Shade dimming, timed dimming with simple delay, shapes, sizes and optical distributions w designed to replace HID lighting up to 40OW visit: 26'- CAP www.beaconproducts.com/products/energeni Shown with optional 3RAPW rings EPA: 1.39 ft-' wireless control system for reduction in 40 lbs energy and maintenance cost while MRDS - Deep Shade of 26" - MRDS 21" - MRDS Shown with optional 3RNW rings EPA: 1.00 ft2 EPA: 1.25 ft' 35 lbs 40 lbs MRSS - Shallow Shade z�L 26" - MRSS EPA: 1.17 ftD 40 Its MAR -Curved Shade - 26'- MAR 21 " - MAR Shown with optional 3RNW rings EPA: 1.00 ft2 EPA: 1.25 ft' 351bs 40lbs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBB E LIL \j NNDue to our Lighting eff its to im rove our roducts, products ecifications are sub1ect to chan t•ce u 020113 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com Printed in USA SPEC 11/16 �¢A�rtl Job Name: LIGHTING UVA Squash Facility at Boars Head VIRGINIA URBAN Cat.# �/��•+/� N Job Type yJi gr SERIES Approvals URBAN LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Controls/0 tions: P The Beacon Urban luminaire is available with a • Available with Energeni for optional set choice of different LED wattage configurations, dimming, timed dimming with simple delay, shapes, sizes and optical distributions or timed dimming based on time of night designed to replace HID lighting up to 40OW visit: MH or HIPS. www.beaconproducts.com/products/energeni Shown with optional 3RNW • Urban can be specified with SiteSyncT. Construction: wireless control system for reduction in • The drivers shall be located in the top energy and maintenance cost while cast housing and shall be accessible optimizing light quality 24/7. See ordering without tools by hinging the lower shade nformation I visit: www hubbellliehting com/products/sitesync/ assembly. The driver and all electrical for more details components shall be on a tray. 36 • The lower shade shall be made from a one- 1.00 piece aluminum spinning. Finish: • The housing is designed for LED thermal • IFS polyester powder -coat management without the use of metallic electrostatically applied and thermocured. screens, cages, or fans. The top casting • IFS finish consists of a five stage shall be able to be pendent mounted in pretreatment regimen with a polymer primer place with a stainless steel safety pin and sealer and top coated with a thermoset super then permanently held in place with four TGIC polyester powder coat finish. stainless steel bolts. • The finish meets the AAMA 605.2 136 performance specification which includes Electrical: passing a 3000 hour salt spray test for • 100V through 277V, 50 Hz to 60 Hz (UNV), or corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and resists 347V or 480V input, surface impacts of up to 160 inch -pounds. • Power factor is >_0.90 at full load, Type III • All electrical components are rated at 50,000 Certifications: hours at full load and 25°C ambient conditions . DesignLights Consortium (DLC) qualified, per MIL- 217F Notice 2. consult DLC website for more details: http:// • Dimming drivers are standard with wvvw.designlights.org/QPL connections for external dimming equipment . NRTL Certified, UL8750, UL 1598 and available upon request. CSA22.2#250. 13-14 for wet locations • Component -to -component wiring within the .IDA approved luminaire may carry no more than 80% of rated load and is listed by UL for use at €rtr "AF H rtl IY i 17C' ea 600VAC at 50°C or higher. Warranty: • Plug disconnects are listed by UL for use at Five year limited warranty for more information 600 VAC, 13A or higher. 13A rating applies to visit: primary (AC) side only, www.hubbelllighting.com/resources/warranty , • Fixture electrical compartment shall contain all LED driver components. � • Button photocell available. • Ambient operating temperature -40°C to 40°C • Surge protection - 20KA. � •r • LifeshieldT"' Circuit - protects luminaire from excessive temperature. The device S shall activate at a specific, factory -preset temperature, and progressively reduce power over a finite temperature range. A luminaire equipped with the device may be reliably "" operated in any ambient temperature up to 1 55°C (131°F). Operation shall be smooth and undetectable to the eye. Thermal circuit � is designed to "fail on", allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty Type V Rectangular wiring connection to the drivers. The device Type V Round shall be able to co -exist with other 0-1 OV control devices (occupancy sensors, external dimmers, etc.). URB -60 ov CERTIFICATIONS/LISTINGS Oap_� C US •3000K and -er only Shown with SiteSvnc_ STYLES 24NB-27 27W, LED array T1 type I T CAP - Round Shade 12 typeII deep shade 36NB-80 BOW, LED array Job Name: MAR -26 26" Maritas48NB-1101 26" - CAP T3 type III Shown with optional 3RNW rings EPA: 1.39 ft2 1.02 40lbs T4BLC type IV, backlight MRDS - Deep Shade 26" - MRDS 21" - MRDS Shown with optional 313NlNrings EPA: 1.00 ft' EPA: 1.25 ft'- 35 Ibs 40 les MRSS - Shallow Shade m 26" - MRSS EPA: 1.17 ft' 40 Ibs MAR - Curved Shade w m 26" - MAR " - Shown with opo'ona13RMNrings 21MAR EPA: 7.00 ft' EPA: 1.25 W 35 Ibs 40 lbs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL I < a BEACON -r Due too r continued efforts to improve our products, product specifications are subject to change without notice. u Lighting g ©2016 BEACON PRODUCTS, All Rights Reserved •For more information visit our webste: wwwheaconpraducts.cam +Printed inUSA SPEC Submitted On: Jul 7, 2017 Index Paae Submitted by 9 Li t o tr s ' LIGHTING` VIRGINIA UVA Squash Facility at Boars Head ORDERING INFORMATION ORDERING EXAMPLE: URBCAP21/36NB-80/5K/UNWT4/SWP/NRNW/BBT URBEl I URB Urban CAP -21 21 Capitol 3K 3000K UNV 120-277V MRDS-21 21" Miramar 4K 4000K 347V 347V deep shade 5K 5000K 480V 480V MAR -21 21" Maritas CAP -26 26" Capitol - MRSS-26 26" Miramar -, ELECTRICAL OPTIONS 1 r r r shallow shade 24NB-27 27W, LED array T1 type I MRDS-26 26" Miramar 24N6-55 55W, LED array 12 typeII deep shade 36NB-80 BOW, LED array Job Name: MAR -26 26" Maritas48NB-1101 110W, LED array T3 type III t 6ONB-1361 136W, LED array T4 type IV 1.02 y T4BLC type IV, backlight 10°C 50°F 1.01 control 0.2 20°C 68°F T5R type V, rectangular 4kN8 36 T5QM Type V, square 1.00 80 medium 30°C 86°F '' t� T5W type V, round wide PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering ahxture with the SiteSync IlghROD „ control option', additional InformaLon :will be required to complete the orden,The SiteSync Commissioning Form or alternate schedule information must be completed: This form Includes Project location, Group Information, and Operating schedules For more detail ad information please visit www hubbellhghhnq comlprotlucts%srtesvnc! or contact Hubbell Lighting tech support at (800) 3454928- SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens Examples: URB/CAP-26/60NB-136/3K/UNV/T50M/SWP/NRNW/BBT SiteSync only URB/CAP-26/60NB-136/3K/UNV/T50M/SWPM-20F/NRNW/BBT SiteSync with Motion Control 26" only �To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution example:T4L ' Must specify group and zone information at time of order. See www,hubbelltighting.com/controls/sitesync for further details. "Not available with other control or sensor options. s When ordering Energeni, specify the routine setting code (Example GENI-04). See Energeni brochure and instructions for setting table and options. Not available with sensor options. 5 Specify time delay; dimming level and mounting height. 5ite5ync y;) SiteSync Lighting Control is available from our most popular brands in a broad range of award winning product families. :1 L [NR NW No rings BBT basic black textured 3RNW Three rings BMT black matte textured WHT white textured MBT metallic bronze textured 1 • 1 • 1 BZT bronze textured M060 Motion sensor DBT dark bronze textured 33% or 50% dimming GYS gray smooth DPS dark platinum smooth GNT green textured i 1 1 MST metallic silver textured 5 ever em GENT -XX g MITT metallic titanium textured SWP1•4 SiteSync Wireless OWI old world iron Pre -Commission RAL VERIFY FINISH Accessories and Services (Ordered Separately) "SWBRG loaded on USB flash drive (Windows) based only) Windows® Tablet Wireless Bridge Node *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. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL BIEEArluaeeLL i 1t e=res" Pe NDue to our continued efforts to improve our products, products specifications are subject to change e witho t notice. Lightinghtin 9 i=loev 02016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 3/17 AMd < Job Name: LIGHTING''' UVA Squash Facility at Boars Head ORDERING INFORMATION ORDERING EXAMPLE: URBCAP21/36NB-80/5K/UNV/T4/SWP/NRNW/BBT URB t 7bn 3000KURB3K CAP -21 21" Ca itol P 4K 4000K MRDS-21 21 Miramar 0 347V 347V deep shade 5K 5000K 480V 480V MAR -21 21" Maritas CAP -26 26" Capitol _ MRSS-26 26" Miramar I., ELECTRICAL OPTIONS 1 . r shallow shade 24NB-27 27W, LED array T1 type I MRDS-26 26" Miramar 24NB-55 55W, LED array T2 type II deep shade 36NB-80 80W LED array Y -2626" Maritas , T3 CYP e MAR 48NB-110, y I 60NB-1361 136W, LED array T4 type IV T4BLC type IV, backlight control T51`1 type V, rectangular T50M type V, square medium T5W type V, round wide 126" only �To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution example:T4L 'Must specify group and zone information at time of order. See wm.hubbelllighting.com/controls/sitesync for further details. Not available with other control or sensor options. s When ordering Energeni, specify the routine setting code (Example GENT -04). See Energeni brochure and instructions for setting table and options. Not available with sensor options. s Specify time delay; dimming level and mounting height. SiteSync SiteSync Lighting Control is available from our most popular brands in a broad range of award-winning product families. NRNW No rings BBT basic black textured 3RNW Three rings BMT black matte textured WHIP white textured MBT metallic bronze textured BZT bronze textured MOB4 '6 Motion sensor DBT dark bronze textured 33% or 50% GYS gray smooth dimming DPS dark platinum smooth GNT green textured 1IN1111111:1114111911111 1 MST metallic silver textured GENI-XX5 energeni MTT metallic titanium textured SWP'A SiteSync Wireless OWI old world iron Pre -Commission RAL VERIFY FINISH Accessories and Services (Ordered Separately) "SWBRG loaded on USB flash drive (Windows° based only) WindowsaTablet Wireless Bridge Node *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. • P800-345-49,28 t Bradenton FL 34203 hone: �- Beacon Products 2041 58th Avenue Circle East HUBBELL nuaeeu Due to our continued efforts to improve our products, product specifications are subject to change without notice. BEACON Lighting j,•1'asr 02016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 3/17 1 7. 2017 Submitted by Lighting Virginia -Central NUMBER DRIVE Catalog Number URBCAP 21724NB,55/4K/U,NV/T2/ Type ': T4bAMdrx Job Name: L IGHTING UVA Squash Facility at Boars Head q Y Aa Job Name: ,._ LG I HT NG V F ' UVA Squash acllit at Boars Head q Y 'NRNW XX - t VIRGINIA t. 4 Notes 1.02 y Notes 10°C 50°F 1.01 347 0.2 20°C 68°F �D2 4kN8 36 25°C 77°F 1.00 80 t-V=CENTRAL17,23373,�_ - 30°C 86°F '' t� LV CENTEtAt 48 17 it rrN 110 Use these factors to determine relative lumen output for average ambient temperatures from 0-40"C (32-104'R. 0.2 PHOTOMETRICS 1 120 700 mA 277 347 480 136 PHOTOMETRICS 0.5 0.4 0.3 Type II Type III t Type IV Type III 11 • Type IV URB-60NB-136-5K-T2 URB-60NB-136-5K-T3 URB-60NB-136-5K-T2 URB-60NB-136-5K-T4 URB-60NB-136-5K-T3 URB-60NB-136-5K-T4 €rtr "AF H rtl IY i 17C' ea tom 25' 50 7,5',l,25 25' 50' 25' 100'f�' � into _ pl 2r'. 3i` ICA` 22 .re m , � Jt, �1 � •r �- S 1'rr' 25' 100' &IV - "" 1 5 f 0. 5i T5' too, � dr It6 f Type V Square Medium Type V Rectangular Type V Round Wide URB -60 ov URB -1 URB -60N6 xr�t i '4AT �, .ri 4". Ott Type V Rectangular Type V Round Wide We' � ]A M :• 1W 2A7 I` J r 1rQ f -1 URB-60NE -"" IT x e N I all L4F :C II e .• �` fs ,� I ` "ior 5 r0i f ! PERFORMANCE DATA 111 , 1 X111 1 I 111 1 1' 1' PERFORMANCE DATA 1 1 1 1 ill 1 111 1 1 111101111 1 1 '' Itl 1 1' T2 2833 105 1 0 1 2805 104 1 0 1 2408 89 7n, 1 T3 2805 104 1 0 1 2777 103 1 0 1 2392 89 24 350 mA P7 W T4 3086 114 1 0 1 3055 113 1 0 1 2623 97 2805 104 1 0 1 2408 T5QM 3085 114 2 0 0 3055 113 2 0 0 2623 97 103 1 0 1 2392 89 1 T5R 3142 115 2 0 2 3111 115 2 0 2 2670 99 2623 0 T5W 3044 113 2 0 1 3014 112 2 0 1 2600 96 2 0 1 T5QM T2 5666 102 2 0 2 5610 101 2 0 2 4816 86 1 0 2 T5R T3 5610 101 1 0 2 5554 100 1 0 2 4784 86 1 0 2 T5W 3044 113 2 0 1 3014 112 2 0 1 2600 T4 6171 111 1 0 2 6110 109 1 0 2 5245 94 1 0 2 5610 _ 24 700 55 W 0 T5QM 6171 111 3 0 1 6110 109 3 0 1 5245 94 2 0 1 2 mA T5R 6283 113 3 0 3 6221 111 3 0 3 5341 96 3 0 3 24 700 mA 55 W T5W 6087 109 3 0 1 6027 108 3 0 1 5201 93 3 0 1 T5R 6283 113 3 0 3 6221 111 3 0 3 5341 T2 8505 101 2 0 3 8415 100 2 0 3 7224 87 2 0 2 6087 109 3 0 1 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 36 700 mA BOW 99 2 0 2 T5QM 9257 110 3 0 1 9164 109 3 0 1 7868 94 3 0 1 T4 9256 110 1 0 3 9164 109 1 0 3 7868 T5R 9425 112 3 0 3 9331 111 3 0 3 8011 96 3 0 3 36 700 mA BOW T50M 9257 110 3 0 1 T5W 9131 109 3 0 2 9040 108 3 0 2 7801 93 3 0 2 T5R 9425 112 3 0 3 9331 111 3 0 3 8011 96 3 0 T2 11332 102 3 0 3 11220 101 3 0 3 9633 87 2 0 3 7801 T3 11220 101 2 0 3 11108 100 2 0 3 9567 86 2 0 3 T2 11332 102 3 0 3 11220 101 3 0 3 48• 700 mA 110 W 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 0 3 T5R 12567 113 4 0 4 12441 112 4 0 4 10682 96 3 0 3 10491 95 3 0 2 T5W 12175 110 4 0 2 12053 109 4 0 2 10402 94 4 0 2 0 3 T5W 12175 110 4 0 2 12053 T2 14165 103 3 0 3 14025 102 3 0 3 12041 88 3 0 3 T2 T3 14025 102 3 0 3 13885 101 3 0 3 11959 87 3 0 3 13885 101 3 0 3 11959 87 3 0 T4 15427 113 2 0 3 15274 111 2 0 3 13114 96 2 0 3 13114 96 2 0 3 60' 700 mA 136 W 60' T5QM 15427 113 4 0 2 15274 111 4 0 2 13314 96 3 0 2 T5R 15708 115 4 0 4 15259 111 4 0 4 13352 97 4 0 4 T5R 15708 115 4 0 4 15259 111 4 0 4 13352 T5W 15218 111 4 0 2 15551 114 4 0 2 13002 95 4 0 2 15551 114 4 0 2 13002 95 4 0 '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 'Lumen values are from photometric tests performed in accordance with as a result of end-user environment and application. differ as a result of end-user environment and application. 'AVAILABLE IN THE 26" URBAN ONLY AVAILABLE IN THE 26" URBAN ONLY Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® XUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. HUBBELL g g Li titin0_�IBEAPON ©2016 BEACON PRODUCTS, All r information visit our ve it �, Ri tits Reserved •For mo e t bs e www.beacon g p m • roducts.co Pr i t i n ed nUS A S C3 7 PE (1 I( N Due to our continued t product ti to i rove our products, oduc specifications ons efforts m P P A P are subject to change without notice. 1 9 Lighting �:r., L r ,r � 5 c O 2 16 BEACON 0 PRODUCTS All ry tl • For more information visit our website', www.beaconproducts.com Ri tits Rese e 9 P • Printed in USA SPEC 3/17 Subrtnitted by Lighting Virgiriia-Central NUMBER DRIVE Catalog NU[11ber -URBCAP 21l,24N6 56/4K/UNV/T3/> Type r ` D3 ': T4bAMdrx Job Name: L IGHTING UVA Squash Facility at Boars Head q Y NRN1N/XX { INPUTVOLTAGE M SYSTEM POWER (w) VIRGINIA _ 242 t 700 mA Notes 1.02 y 10°C 50°F 1.01 347 0.2 20°C 68°F 1.00 N r.-. t° 36 25°C 77°F 1.00 80 30°C 86°F '' t� LV CENTEtAt 48 17 it rrN 110 Use these factors to determine relative lumen output for average ambient temperatures from 0-40"C (32-104'R. 0.2 60 1 120 700 mA 277 347 480 136 PHOTOMETRICS 0.5 0.4 0.3 t Type II Type III 11 • Type IV URB-60NB-136-5K-T2 . URB-60NB-136-5K-T3 URB-60NB-136-5K-T4 -0U)� into _ pl 2r'. too' 25' T5' 25' S0' I m mr 50, 75' I �1 � •r �- S 1'rr' 25' 100' &IV - L 1 5 f 0. 5i T5' too, � dr It6 f Type V Square Medium Type V Rectangular Type V Round Wide URB -60 nrr URB -1 URB-60NE -"" IT N I all L4F :C e I ` "ior 5 r0i ft PERFORMANCE DATA Ir ill 111 1 1 •111 1 1 '' Itl 1 1' 1I 1 1 1 1 T2 2833 105 1 0 1 2805 104 1 0 1 2408 89 1 0 1 T3 2805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 T4 3086 114 1 0 1 3055 113 1 0 1 2623 97 1 0 1 24 350 mA 27W T5QM 3085 114 2 0 0 3055 113 2 0 0 2623 97 1 0 0 T5R 3142 115 2 0 2 3111 115 2 0 2 2670 99 2 0 2 T5W 3044 113 2 0 1 3014 112 2 0 1 2600 96 2 0 1 T2 5666 102 2 0 2 5610 _ 101 2 0 2 4816 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 24 700 mA 55 W T50M 6171 111 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 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 36 700 mA BOW T50M 9257 110 3 0 1 9164 109 3 0 1 7868 94 3 0 1 T5R 9425 112 3 0 3 9331 111 3 0 3 8011 96 3 0 3 T5W 9131 109 3 0 2 9040 108 3 0 2 7801 93 3 0 2 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 48' 700 FIA 110 W T50M 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 T2 14165 103 3 0 3 14025 102 3 0 3 12041 88 3 0 3 T3 14025 102 3 0 3 13885 101 3 0 3 11959 87 3 0 3 T4 15427 113 2 0 3 15274 111 2 0 3 13114 96 2 0 3 60' 700 mA 136 W T5QM 15427 113 4 0 2 15274 111 4 0 2 13314 96 3 0 2 T5R 15708 115 4 0 4 15259 111 4 0 4 13352 97 4 0 4 T5W 15218 111 4 0 2 15551 114 4 0 2 13002 95 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. AVAILABLE IN THE 26" URBAN ONLY -., Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 MUBBeLL o HUBBELL I( N Due to our continued t product ti to i rove our products, oduc specifications ons efforts m P P A P are subject to change without notice. 1 9 Lighting �:r., L r ,r � 5 c O 2 16 BEACON 0 PRODUCTS All ry tl • For more information visit our website', www.beaconproducts.com Ri tits Rese e 9 P • Printed in USA SPEC 3/17 Index Paae Submitted On: Jul 7, 2017 Lighting VirgininCentralSubmitted b A. s1 rn} , Job Name: z> 7 s F LIGHTING UVA Squash Facility at Boars Head VIRGINIA ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE # OF LEDS NUMBER DRIVE 25°C / 77°C 11.001 0.97 1 0.95 1 0.95 0.92 1 >470,000 ' Projected per IESNA TM -21-11 OF DRIVERS CURRENT I r INPUTVOLTAGE M SYSTEM POWER (w) CURRENT (Amps) �11 _ 242 t 700 mA 0°C 32°F 1.02 0.5 10°C 50°F 1.01 347 0.2 20°C 68°F 1.00 0.1 36 25°C 77°F 1.00 80 30°C 86°F '' t� �m 48 40°C 104°F it rrN 110 Use these factors to determine relative lumen output for average ambient temperatures from 0-40"C (32-104'R. 0.2 60 1 120 700 mA 277 347 480 136 1.1 0.5 0.4 0.3 t 41 11 • r��/�, V f' . CO • 1 111 1 III .1 111 11 111 1 ' 25°C / 77°C 11.001 0.97 1 0.95 1 0.95 0.92 1 >470,000 ' Projected per IESNA TM -21-11 120 350mA 277 27 347 480 Data references the extrapolated performance projections for the base model in a 40'C ambient based on 10,000 P P eP 1 hours of LED testing per IESNA LM -80-08. 0.1 0.1 _ 242 AMBIENT TEMPERATURE LUMENMULTIPLIER 700 mA 0°C 32°F 1.02 0.5 10°C 50°F 1.01 347 0.2 20°C 68°F 1.00 0.1 36 25°C 77°F 1.00 80 30°C 86°F 0.98 0.2 48 40°C 104°F 0.98 110 Use these factors to determine relative lumen output for average ambient temperatures from 0-40"C (32-104'R. 0.2 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL HUBBELL 1 N Due to our continued efforts to improve our products, product specifications are subject to change without notice Lighting 9 arO 2016 BEACON PRODUCTS, All Bights Reserved • For moinformation visit our website: www.beacooproduchs.com . com Print tl in USA SPE 3/1717 F¢A�� Job Name: LIGHTING UVA Squash Facility at Boars Head VIRGINIA ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE Index Page Subm AMBIENT I TEMP. 0 25,000 50,000 1 I' L70 (HOURS) • 1 1 24 I' 1 120 350mA 277 27 347 480 • r 0.2 0.1 0.1 0.1 _ 242 AMBIENT TEMPERATURE LUMENMULTIPLIER 700 mA 10.2 20 55 0.5 1277 347 0.2 480 0.1 36 t 700 mA 277 347 480 80 0.3 0.2 0.2 48 1 120 277 700 mA 347 480 110 0.9 0.4 0.3 0.2 60 1 120 700 mA 277 347 480 136 1.1 0.5 0.4 0.3 Index Page Subm AMBIENT I TEMP. 0 25,000 50,000 1 TM -21-11 Calculated 60,000 100,000 L70 (HOURS) tl ���� • i Ilt , 1•, '1 1111 , • r f r . 1 • r • , :1 1: AMBIENT TEMPERATURE LUMENMULTIPLIER Q U �� 11 �® 11 0 t t• 11111111,1 1-11- 1 � Beacon Products 2041 58th Avenue Circle East t Bradenton FL 34203 Phone: 800-345-4928 HUBB E/�QNDue to our continued efforts to improve our Aroducts. Products specifications are subject to change without notice. eLi Lighting j a<r�r, av©2016BEA BEACON All Rights Reserved more information visit our w bsite: www.beaconproducts.com ducts comPrintedin USAA SPEC 3/17 Jul 7.. 2017 -�w 1 I t (:P 7 �5 i I G 6 f 9 g Excellence in Illumination. i Engineering Software Since 1984 l Lighting Ancjl is na^i od rgte••drp 4ofMffi h prl I 6nrrrFr'� 9-amcr gf �vr Ajh3 2016 G tit7tvrrgi4wNair, iTc-cu4.4 O C/ ,> 0 4= U) ii n W -F-1 C Q U O) 0 Revisions Z r��/�, V f' . CO -0U)� m � U L U � U Submitted by Lighting Virginia -Central Cat a+� Job Name: URI LIGHTING J UVA Squash Facility at Boars Head NRI VIRGINIA visit: Note AR!�NeV4 EPA: 1.39 ft': - Construction: wireless control system for reduction in URBAN Cat.# cast housing and shall be accessible optimizing light quality 24/7. See ordering without tools by hinging the lower shade SERIES Job Type components shall be on a tray. URBAN LUMINAIRE + The lower shade shall be made from a one- 25°C 77°F SPECIFICATIONS Intended Use: Controls/Options: The Beacon Urban luminaire is availablewith a Available with Ene en i for optionaltional set choice of different LED wattage configurations, dimming, timed dimming with simple delay, shapes, sizes and optical distributions or timed dimming based on time of night designed to replace HID lighting up to 40OW visit: MH or HPS. www.beaconproducts.com/products/energeni EPA: 1.39 ft': if' with Sit nc TM • Urban can be specified eSy Construction: wireless control system for reduction in • The drivers shall be located in the top energy and maintenance cost while cast housing and shall be accessible optimizing light quality 24/7. See ordering without tools by hinging the lower shade information or visit: assembly. The driver and all electrical www hu6bellligh ng com/products/sitesync/ components shall be on a tray. for more details + The lower shade shall be made from a one- 25°C 77°F piece aluminum spinning. Finish: • The housing is designed for LED thermal •IFS polyester powder -coat management without the use of metallic electrostatically applied and thermocured. screens, cages, or fans. The top casting • IFS finish consists of a five stage shall be able to be pendent mounted in pretreatment regimen with a polymer primer place with a stainless steel safety pin and sealer and top coated with a thermoset super then permanently held in place with four TGIC polyester powder coat finish. stainless steel bolts. •The finish meets the AAMA 605.2 EM performance specification which includes Electrical: passing a 3000 hour salt spray test for • 100V through 277V, 50 Hz to 60 Hz (UNV), or corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and resists 347V or 480V input. surface impacts of up to 160 inch -pounds. • Power factor is >_0.90 at full load. • All electrical components are rated at 50 000 Certifications: hours at full load and 25°C ambient conditions . DesignLights Consortium (DLC) qualified, per MIL- 217E Notice 2, consult DLC website for more details: http:// • Dimming drivers are standard with www.designlights.org/QPL connections for external dimming equipment• NRTL Certified, UL8750, UL 1598 and available upon request. CSA22.2#250. 13-14 for wet locations • Component -to -component wiring within the .IDA approved luminaire may carry no more than 80% of rated load and is listed by UL for use at 600VAC at 50°C or higher. Warranty: • Plug disconnects are listed by UL for use at Five year limited warranty for more information 600 VAC, 13A or higher. 13A rating applies to visit: primary (AC) side only. www hubbellli htinc com/resources/warranty • Fixture electrical compartment shall contain all LED driver components. 2y • Button photocell available. • Ambient operating temperature -40°C to 40°C • Surge protection - 20KA. 41' • LifeshieldTM Circuit - protects luminaire fromexcessive temperature. The device shall activate at a specific, factory -preset _' 11L" temperature, and progressively reduce power 25' 100' over a finite temperature range. A luminaire b equipped with the device may be reliably CC operated in any ambient temperature up to 55°C (131 °F). Operation shall be smooth V Rectangular and undetectable to the eye. Thermal circuit is designed to "fail on", allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty oe 7s r 5 It wiring connection to the drivers. The device -1 rs l •r 1 a shall be able to co -exist with other 0-10V control devices (occupancy sensors, external --"' 1 all u• �r■ dimmers, etc.). CERTIFICATIONS/LISTINGS Sys, k' (•i u$ '3000K and warmer CCTs only Approvals PRODUCT IMAGE(S) STYLES CAP -Round Shade N w 26" - CAP Shown with optional 3RNW rings EPA: 1.39 fV 40 lbs Shown with SiteSync'^^ W 21" -CAP EPA: 1.04 ft' 35 lbs MRDS - Deep Shade 26" - MRDS 21" - MRDS Shown with optional 3RNW rings EPA: 1.00 ft" EPA: 1.25 ft 351bs 40 lbs MRSS - Shallow Shade I� 26" - MRSS EPA: 1.17 it 401bs n; MAR - Curved Shade 0 26" - MAR 21" -MAR Shown with optional 31FNWrIngs, EPA: 1.00 ft' EPA: 1.25 tt' 35 lbs 40 lbs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 •Phone: 800-345-4928 ® HUBBELL r+ue■eu ,�''}� Lighting subject to change without notice. 9 u products, product specifications are sub 9 ti efforts to improve our Due to our continued e , p P 1 9 j_j-(� P P �}�(JI N L�S// "' " a=l�•^=^<:.le.n^^mer 02016 BEACON PRODUCTS, All Rights Reserved -For more information visit our website: www.6eaconproduets.cam •Printed in USA SPEC 11{16 Suhmitted On: Jul 7. 2017 Index ¢z� Job Name: LIGHTING„`' UVA Squash Facility at Boars Head Cat.# l PE CON URBAN Job Type e ly ne_ �A, SERIES Approvals URBAN LUMINAIRE SPECIFICATIONS PRODUCT C IMAGE(S) ( ) Intended Use: Controls/Options: The Beacon Urban luminaire is available with a •Available with Energeni for optional set choice of different LED wattage configurations, dimming, timed dimming with simple delay, shapes, sizes and optical distributions or timed dimming based on time of night designed to replace HID lighting up to 40OW visit: MH or HPS. www.beaconproducts.com/products/energeni EPA: 1.39 ft': • Urban can be specified with SiteSyneTM Construction; wireless control system for reduction in • The drivers shall be located in the top energy and maintenance cost while cast housing and shall be accessible 't 2 7. See ordering optimizing li ht pall 4/ S g y g without tools by hinging the lower shade i nformation or visit: www.hubbelllighting.com/products/sitesync/ assembly. The driver and all electrical far more details components shall be on a tray. • The lower shade shall be made from a one- 25°C 77°F piece aluminum spinning. Finish: + The housing is designed for LED thermal• IFS polyester powder -coat management without the use of metallic electrostatically applied and thermocured. screens, cages, or fans. The top casting • IFS finish consists of a five stage shall be able to be pendent mounted in pretreatment regimen with a polymer primer place with a stainless steel safety pin and sealer and top coated with a thermoset super then permanently held in place with four TGIC polyester powder coat finish. stainless steel bolts. • The finish meets the AAMA 605.2 EM performance specification which includes Electrical: passing a 3000 hour salt spray test for • 100V through 277V, 50 Hz to 60 Hz (UNV), or corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and resists 347V or 480V input. surface impacts of up to 160 inch -pounds. • Power factor is >_0.90 at full load. • All electrical components are rated at 50,000 Certifications: hours at full load and 25°C ambient conditions .DesignLights Consortium (DLC) qualified, per MIL- 217F Notice 2. consult DLC website for more details: http:// • Dimming drivers are standard with www.designlights.org/QPL connections for external dimming equipment c g•NRTL Certified, UL8750, UL 1598 and available upon request. CSA22.2#250. 13-14 for wet locations • Component -to -component wiring within the • IDA approved luminaire may carry nomore than 80% of rated load and is listed by UL for use at 600VAC at 50°C or higher. Warranty: • Plug disconnects are listed by UL for use at Five year limited warranty for more information 600 VAC, 13A or higher. 13A rating applies to visit: primary (AC) side only. www.hubbeilliahtina.com/resources/warranty • Fixture electrical compartment shall contain all LED driver components. 2y • B tt photocell available. Button u • Ambient operating temperature -40°C to 40°C • Surge protection - 20KA. 41' • LifeshieldTM Circuit - protects luminaire from excessive temperature, The device shall activate at a specific, factory -preset _' 11L" temperature, and progressively reduce power 25' 100' over a finite temperature range. A luminaire b equipped with the device may be reliably CC operated in any ambient temperature up to 55°C (131°F). Operation shall be smooth V Rectangular and undetectable to the eye. Thermal circuit is designed to "fail on", allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty oe 7s r 5 It wiring connection to the drivers. The device -1 rs l •r 1 a shall be able to co -exist with other 0-1 OV control devices (occupancy sensors, external --"' 1 all u• �r■ dimmers, etc.). CERTIFICATIONS/LISTINGS COU S "3000K and warmer CCTs only Shown with SiteSyncc*"' STYLES T m w 21 " - CAP EPA: 1.04 ftt2 35 lbs MRDS - Deep Shade N J 26'- MRDS 21" - MRD$ Shown with optional 3RNW rings EPA: 1.00 fU 2 EPA: 1.25 ft'- 35 lbs 40 lbs MRSS - Shallow Shade W 26" - MRSS EPA: 1.17 W 40 lbs MAR - Curved She w o - k 26" - MAR " - Shown with optional 3RNW rings 21 MAR EPA: 1.00 ft' EPA; 1.25 ft-' 35 lbs 40 lbs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL I Mu®®■�� Lighting D e to our continue efforts to improve our products, roducts specifications are subject to change without notice. Due de o e P P A p 1 9 N 1.. , .v 2016 B NPRODUCTS,All RightsR s rued •for more information visit our website: www.b aeon raducts.com •Printed in USA SPEC 11 16 © EACO ee s e / �J P A - c. y rQ Mrp LIGHTING C VIRGINIA Job Name: UVA Squash Facility at Boars Head ORDERING INFORMATION ORDERING EXAMPLE: URBCAP21/36NB-80/5K/UNV/T4/SWP/NRNW/BBT URB 11 1 1 I' 1 • URB Urban CAP -21 21"Capitol 3K 3000K UNV 120-277V 1 1 NRNW No rings BBT basic black textured MRDS-21 21"Miramar 4K 4000K 347V 347V PEC photocell, 3RNW Three rings BMT black matte textured button deep shade 5K 5000K WHT white textured 480V 480V MAR -21 21" Maritas MBT metallic bronze textured CAP -26 26" Capitol 1 ' I i BZT bronze textured 1 MRSS-26 66 26" Miramar r a Motion sensor MOB shallow shade 24NB-27 27W, LED array p DBT dark bronze textured T1 type I 33% or 50 /p GYS gray smooth MRDS-26 26" Miramar 24NB-55 55W, LED array dimming deep shade36NB-80 80W, LED array T2 type II DPS dark platinum smooth MAR -26 26" Mantes48N6-110' 110W, LED array T3 type III 1 1 1 1 GNT green textured 60NB-136' 136W, LED array T4 type IV 6 MST metallic silver textured T4BLC type IV, backlight GENT -XX energeni MTT metallic titanium textured control SWPIA SiteSync Wireless OWI old world iron T5R type V, rectangular Pre -Commission RAL T50M type V, square medium T5W type V, round wideVERIFY FINISH -PRECOMMISSIONED SITESYNO ORDERING INFORMATION: When ordering a fixture with the SlteSync lighting --control option, additional information will be required to complete the order The SiteSync Commissioning Form'. 3 form includes Pro ect location,Groupinformation and or alternate schedule information must be comp e ed Thls o mI, Operating schedules For more detailed Information please visit www.htibbeilliotitina.com/oroducts/sitesync/ or Hubbell Lighting chs rt a 800 contactub g g to support t ( ) 345 4928 SiteSync fixtures With Motion control (SWPM) require the mounting height of the fixture for selection of the lens. Examples:URB/CAP26/6ONB-136/3K/UNY/r50M/SWP/NRNW/BBT .SiteSync only WP 2 F R W BBT 'Site n• wl h Moti n C ntr I .URB/CAP 26/60NB 736/3KNNV/r50M/S M O M N/ Sy 4 t o o p, 126" only 'To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution example:T4L 'Must specify group and zone information at time of order. See www.hubbelilighting,com/controls/sitesync forfurther details. "Not available with other control or sensor options. When ordering Energeni, specify the routine setting code (Example GENT -04). See Energeni brochure and instructions for setting table and options. Not available with sensor options. s Specify time delay; dimming level and mounting height. SiteSimt�'\1 SiteSync Lighting Control is available from our most popular brands in a broad range of award-winning product families. Accessories and Services (Ordered Separately) rSWBRGSI wteSync loaded on USB flash drive (Windows based only) teSync Windows Tablet teSync Wireless Bridge Node *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. Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 rrueseu. HUBBELL - l Due to our continued efforts to'm improve our products, oducts.product "s ecif'cations aresubjectto change withoutut notice. Lighting 9�1BEACON©2016 BEACON PRODUCTS, All Rights Reserved •Far more information vlslfour wesitewwwbeacan roducts.com PrintedinUSA SPEC3/17 Submitted On: Jul 7. 2017 Index Page Submitted by Ligh LtGHTW AVIRGIM nia-Central Job Name: UVA Squash Facility at Boars Head ORDERING INFORMATION ORDERING EXAMPLE: URBCAP21/36NB-80/5K/UNV/T4/SWP/NRNW/BBT URB URB Urban CAP -21 21 "Capitol 3K 3000K UNV 120.277V 1' 1 MRDS-21 21"Miramar 4K 4000K 347V 347V PEC photocell, deep shade button 5K 5000K 480V 480V MAR -21 21"Maritas CAP -26 26" Capitol MRSS-26 26" Miramar 1 shallow shade 24NB-27 27W, LED array CAP - Round Shade MRDS-26 26" Miramar 24NB-55 55W, LED array ppAw deep shade 36NB-80 8OW, LED array 26" - CAP MAR -26 26" Mantes Shown with optional 3RNN✓rings T3 type III I EPA: 1.39 ft': 60NB-1361 136W, LED array 40 lbs 0°C 32°F T m w 21 " - CAP EPA: 1.04 ftt2 35 lbs MRDS - Deep Shade N J 26'- MRDS 21" - MRD$ Shown with optional 3RNW rings EPA: 1.00 fU 2 EPA: 1.25 ft'- 35 lbs 40 lbs MRSS - Shallow Shade W 26" - MRSS EPA: 1.17 W 40 lbs MAR - Curved She w o - k 26" - MAR " - Shown with optional 3RNW rings 21 MAR EPA: 1.00 ft' EPA; 1.25 ft-' 35 lbs 40 lbs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL I Mu®®■�� Lighting D e to our continue efforts to improve our products, roducts specifications are subject to change without notice. Due de o e P P A p 1 9 N 1.. , .v 2016 B NPRODUCTS,All RightsR s rued •for more information visit our website: www.b aeon raducts.com •Printed in USA SPEC 11 16 © EACO ee s e / �J P A - c. y rQ Mrp LIGHTING C VIRGINIA Job Name: UVA Squash Facility at Boars Head ORDERING INFORMATION ORDERING EXAMPLE: URBCAP21/36NB-80/5K/UNV/T4/SWP/NRNW/BBT URB 11 1 1 I' 1 • URB Urban CAP -21 21"Capitol 3K 3000K UNV 120-277V 1 1 NRNW No rings BBT basic black textured MRDS-21 21"Miramar 4K 4000K 347V 347V PEC photocell, 3RNW Three rings BMT black matte textured button deep shade 5K 5000K WHT white textured 480V 480V MAR -21 21" Maritas MBT metallic bronze textured CAP -26 26" Capitol 1 ' I i BZT bronze textured 1 MRSS-26 66 26" Miramar r a Motion sensor MOB shallow shade 24NB-27 27W, LED array p DBT dark bronze textured T1 type I 33% or 50 /p GYS gray smooth MRDS-26 26" Miramar 24NB-55 55W, LED array dimming deep shade36NB-80 80W, LED array T2 type II DPS dark platinum smooth MAR -26 26" Mantes48N6-110' 110W, LED array T3 type III 1 1 1 1 GNT green textured 60NB-136' 136W, LED array T4 type IV 6 MST metallic silver textured T4BLC type IV, backlight GENT -XX energeni MTT metallic titanium textured control SWPIA SiteSync Wireless OWI old world iron T5R type V, rectangular Pre -Commission RAL T50M type V, square medium T5W type V, round wideVERIFY FINISH -PRECOMMISSIONED SITESYNO ORDERING INFORMATION: When ordering a fixture with the SlteSync lighting --control option, additional information will be required to complete the order The SiteSync Commissioning Form'. 3 form includes Pro ect location,Groupinformation and or alternate schedule information must be comp e ed Thls o mI, Operating schedules For more detailed Information please visit www.htibbeilliotitina.com/oroducts/sitesync/ or Hubbell Lighting chs rt a 800 contactub g g to support t ( ) 345 4928 SiteSync fixtures With Motion control (SWPM) require the mounting height of the fixture for selection of the lens. Examples:URB/CAP26/6ONB-136/3K/UNY/r50M/SWP/NRNW/BBT .SiteSync only WP 2 F R W BBT 'Site n• wl h Moti n C ntr I .URB/CAP 26/60NB 736/3KNNV/r50M/S M O M N/ Sy 4 t o o p, 126" only 'To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution example:T4L 'Must specify group and zone information at time of order. See www.hubbelilighting,com/controls/sitesync forfurther details. "Not available with other control or sensor options. When ordering Energeni, specify the routine setting code (Example GENT -04). See Energeni brochure and instructions for setting table and options. Not available with sensor options. s Specify time delay; dimming level and mounting height. SiteSimt�'\1 SiteSync Lighting Control is available from our most popular brands in a broad range of award-winning product families. Accessories and Services (Ordered Separately) rSWBRGSI wteSync loaded on USB flash drive (Windows based only) teSync Windows Tablet teSync Wireless Bridge Node *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. Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 rrueseu. HUBBELL - l Due to our continued efforts to'm improve our products, oducts.product "s ecif'cations aresubjectto change withoutut notice. Lighting 9�1BEACON©2016 BEACON PRODUCTS, All Rights Reserved •Far more information vlslfour wesitewwwbeacan roducts.com PrintedinUSA SPEC3/17 Submitted On: Jul 7. 2017 Index Page Submitted by Ligh LtGHTW AVIRGIM nia-Central Job Name: UVA Squash Facility at Boars Head ORDERING INFORMATION ORDERING EXAMPLE: URBCAP21/36NB-80/5K/UNV/T4/SWP/NRNW/BBT URB URB Urban CAP -21 21 "Capitol 3K 3000K UNV 120.277V 1' 1 MRDS-21 21"Miramar 4K 4000K 347V 347V PEC photocell, deep shade button 5K 5000K 480V 480V MAR -21 21"Maritas CAP -26 26" Capitol MRSS-26 26" Miramar 1 shallow shade 24NB-27 27W, LED array T1 type 1 MRDS-26 26" Miramar 24NB-55 55W, LED array ppAw deep shade 36NB-80 8OW, LED array T2 type 11 MAR -26 26" Mantes 48NB-1101 11 OW, LED array T3 type III I 60NB-1361 136W, LED array T4 type IV T4BLC type IV, backlight _ control T5R type V, rectangular T50M type V, square medium T5W type V, round wide URB/CAP 26/60NB-136/3K/UNV/r50M/SWPM 20F/NRNW/BBT .SiteSync with Motion Control ' 26" onl Y 'To rotate optics left or Right 90 degrees, specify L or R after the optical distribution example:T4L 3 Must specify group and zone information at time of order. See www.hubbeillighting.com/controls/sitesync for further details. Not available with other control or sensor options. 'When ordering Energeni, specify the routine setting code (Example GENT -04). See Energeni brochure and instructions for setting table and options. Not available with sensor options. s Specify time delay; dimming level and mounting height. Site �ynv SiteSync Lighting Control is available from ei our most popular brands in a broad range of award-winning product families. NRNW No rings BBT basic black textured 3RNW Three rings BMT black matte textured WHT white textured MOT metallic bronze textured 1 • 1 • I BZT bronze textured MOB4'6 Motion sensor DBT dark bronze textured 33% or 50% GYS gray smooth dimming DPS dark platinum smooth GNT green textured MST metallic silver textured GENT-XX6 energeni MITT metallic titanium textured SWPa•4 SiteSync Wireless OWI old world iron Pre -Commission RAL VERIFY FINISH Accessories and Services (Ordered Separately) 51 n 1• r SWUSB* SiteSync loaded on USB flash drive (Windows's based only) SWTAB* SiteSync Wlndows6Tablet SWBRG* SiteSync Wireless Bridge Node *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. /- n FL 4203 Phone: 800-345 4928 Beacon Products 2041 58th Avenue Circle East Bradsnt o 3 t,uee■u HUBBELL rBEAWN Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 7119_^ -II �•Ir Ct 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 3/17 Submitted by Lighting Virgnia-Central DRIVE DRIVE Cat URBCAR21/24 B 55/4K/UNV%T4/ N, `TYPQ ppAw Job Name: LPG TI G H N UVA posh FacilityB Sat oars Head q , .R /h'X> N NWX D: 4 0°C 32°F Notes - IIIIII'� 10°C 50°F IIIIIII�III,'I 11 t AVIRGIIIi III, 1 ®III, 25°C 77°F 1.00 CENTRALI7 23379 __ Type III 0.98 Type IV 40°C 104°F 0 11 r URB-60NB-136-5K-T2 temperatures from 0-40"C (32-104°F). PHOTOMETRICS EM URB-60NB-136-5K-T4 _ .1 IN 11 r 10r, 50.75' 25' Type II Type III .1 Type IV 11 +Por• ! tato -_y URB-60NB-136-5K-T2 URB-60NB-136-5K-T3 � URB-60NB-136-5K-T4 ?v a4` 100' 25' 50'75' 25' t■' 3,T,.. 2y 25' S0' ]5' t�r iS f. 41' i0t _' 11L" U 25' 100' b CC 9•d' Type V Rectangular Type V Round Wide oe 7s r 5 It URB -1 rs l •r 1 a URB-60NE --"' 1 all u• �r■ x ,+ `` la3 r `1e Gk..•'' �" 1[B r r }[^ ! '' sr' '-.I,1W lxIV -f lad .. ''" s f } , ✓. ISI PERFORMANCE DATA Type V Square Medium Type V Rectangular Type V Round Wide III r 1 URB -60 :, 111 URB -1 rt r URB-60NE ._- -'• _-... 1' .= IF 29 � ie 1 1 1 Mon t„' �toll it,�' ti 1, n T2 2833 105 1 0 1 2805 104 1 0 1 2408 89 , f 4 r �. T3 2805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 24 350 mA 27W T4 T5QM 3086 114 1 0 3085 114 2 0 1 0 3055 3055 113 1 0 1 113 2 0 0 2623 2623 97 97 1 1 0 1 0 0 T5R 3142 115 2 0 2 3111 115 2 0 2 2670 99 2 0 2 T5W 3044 1 113 1 2 0 1 1 PERFORMANCE DATA 112 2 1 0 1 1 2600 96 2 0 1 111111111111[ 1' 5666 102 1 2 0 2 111 r 1 'Ilt I I III r 1' T3 5610 101 1 0 1 1 1 4784 86 1 0 2 6110 109 1 0 2 24 T2 2833 105 1 0 1 2805 104 1 0 1 2408 89 1 0 1 6221 111 1 3 0 3 5341 T3 2805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 T5W 6087 109 3 0 1 T4 3086 114 1 0 1 3055 113 1 0 1 2623 97 1 0 1 24 350 mA 27 W T2 8505 1 101 2 0 3 8415 100 2 0 13 7224 87 T5QM 3085 114 2 0 0 3055 113 2 0 0 2623 97 1 0 0 7175 86 2 T5R 3142 115 2 0 2 3111 115 2 0 2 2670 99 2 0 2 700 mA SOW T4 T5W 3044 113 2 0 1 3014 112 2 0 1 2600 96 2 0 1 T50M 9257 110 3 0 1 9164 109 3 0 1 1 7868 94 3 0 1 T2 5666 102 2 0 2 5610 101 2 0 2 4816 86 1 0 2 96 T3 5610 101 1 0 2 5554 100 1 0 2 4784 86 1 0 2 9131 109 3 0 2 1 9040 108 3 0 2 7801 T4 6171 111 1 0 2 611 10 1 0 2 5245 94 1 0 2 T2 24 700 [_575W 1 101 3 0 3 T5QM 6171 111 3 0 1 6110 109 3 0 1 5245 94 2 0 1 11108 100 2 0 3 mA 86 2 T5R 6283 113 3 0 3 6221 111 3 0 3 5341 96 3 0 3 3 12219 110 2 0 3 10491 95 T5W 6087 109 3 0 1 6027 108 3 0 1 5201 93 3 0 1 2 T513 12567 113 4 0 4 12441 112 4 0 4 10682 96 3 T2 8505 101 2 0 3 8415 100 2 0 3 7224 87 2 0 2 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 88 3 0 3 T3 14025 102 3 1 0 36 700 mA SOW 11959 T5QM 9257 110 3 0 1 9164 109 3 0 1 7868 94 3 0 1 60" 700 mA 136W T4 T5R 9425 112 3 0 3 9331 111 3 0 3 8011 96 3 0 3 T5QM 15427 113 4 0 2 15274 111 4 0 2 13314 96 3 0 2 T5R 15708 1 115 4 0 T5W 9131 109 3 0 2 9040 108 3 0 2 7801 93 3 0 2 T5W 15218 1 111 4 0 2 15551 114 4 0 2 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 B Products Bacon 48' 700 mA 110 W • Phone: T5QM 12342 111 3 0 2 12219 111 3 0 2 10491 95 3 0 2 to improve our rotlucts.product specifications are subject to change without Lighting 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 T2 14165 103 3 0 3 14025 102 3 0 3 12041 88 3 0 3 T3 14025 102 3 0 3 13885 101 3 0 3 11959 87 3 0 3 T4 15427 113 2 0 3 15274 111 2 0 3 13114 96 2 0 3 60" 700 mA 136 W T5QM 15427 113 4 0 2 15274 111 4 0 2 13314 96 3 0 2 T5R 15708 115 4 0 4 15259 111 4 0 4 13352 97 4 0 4 T5W 15218 111 4 0 2 15551 114 4 0 2 13002 95 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. 'AVAILABLE IN THE 26" URBAN ONLY N Beacon Products • 2041 Due to our continued efforts 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 t improve our roducts product specifications are sub'ectto than e without notice. o c p P9 ® tips■■u HUBBELL Lighting 9 9 -� =�•�e^ F,o„ ©2016 BEACON PRODUCTS, All Rights Reserved -For more information visit our website: www.beacanproducts.com •Printed in USA SPEC 3/17 Submitted On: Jul 7, 2017 Submitted by Llgh n �r s p LIGHTING VIRGINIA ELECTRICAL DATA Job Name: UVA Squash Facility at Boars Head NUMBER OF # OF LEDS DRIVERS DRIVE DRIVE Catalog Number URBGAP 2,1/24NB 55/4K/UNV/T5R/ NR N W/XX Note's Type D5 ;: W GENTRALI7-23373 CURRENT (ml Mr= INPUT VOLTAGE (V) 1 SYSTEM POWER (W) CURRENT (Amps) �_'' hours of LE to - - D testing g per IESNA LM 80 08. 0°C 32°F 1.02 IIIIII'� 10°C 50°F IIIIIII�III,'I 11 t IIIII,� III, 1 ®III, 25°C 77°F 1.00 Type II Type III 0.98 Type IV 40°C 104°F 0 11 r URB-60NB-136-5K-T2 temperatures from 0-40"C (32-104°F). URB-60NB-136-5K-T3 EM URB-60NB-136-5K-T4 _ .1 IN 11 r 10r, 50.75' 25' .1 11 +Por• ! tato -_y t � PROJECTED LUMEN MAINTENANCE 'Projected per IESNATM-21-11 Data references the extrapolated performance projections for the base model in a 40°C ambient based on 10,000 P P PI hours of LED testing per IESNA LM -80-08. D°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 0.98 40°C 104°F 0.98 Use these factors to determine relative lumen output for average ambient temperatures from o -40`C (32-1041F). r Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 :^ -v H U BB E LL 9NDue to our continued efforts to improve our products,Productspecifications are su ect o change without notice. Lighting O2016BEACON PRODUCTS,All RigReservedhts •Formers information visit our website: www.h aeon roducts.com Printed in USA SPEC 3/17 Index Page Submitted On: Jul 7, 2017 Submitted by Lighting Virginia -Central NUMBER DRIVE Catalog Number URBGAP 2,1/24NB 55/4K/UNV/T5R/ NR N W/XX Note's Type D5 ;: W GENTRALI7-23373 = LIGHTING ° VIRGINIA Job Name: UVA Squash Facility at Boars Head INPUT VOLTAGE SYSTEM POWER CURRENT M (w) (Amps) Data references the extrapolated performance projections for the base model in a 40°C ambient, based on 10,000 hours of LE to - - D testing g per IESNA LM 80 08. 0°C 32°F 1.02 PHOTOMETRICS 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 Type II Type III 0.98 Type IV 40°C 104°F 0 11 r URB-60NB-136-5K-T2 temperatures from 0-40"C (32-104°F). URB-60NB-136-5K-T3 URB-60NB-136-5K-T4 _ .1 IN 11 r 10r, 50.75' 25' IM +Por• ! tato -_y zs opo' 50 � t■' S� U CC Type V Square Medium YP q Type V Rectangular Type V Round Wide oe 7s r 5 It URB -1 rs l •r 1 a URB-60NE --"' 1 all u• �r■ x ,+ `` la3 r `1e Gk..•'' �" 1[B r r }[^ ! '' sr' '-.I,1W lxIV -f lad .. ''" s f } , ✓. ISI PERFORMANCE DATA III r 1 111 r 1 111 r 1 1' 1 1 1 1 Mon I T2 2833 105 1 0 1 2805 104 1 0 1 2408 89 1 0 1 T3 2805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 24 350 mA 27W T4 T5QM 3086 114 1 0 3085 114 2 0 1 0 3055 3055 113 1 0 1 113 2 0 0 2623 2623 97 97 1 1 0 1 0 0 T5R 3142 115 2 0 2 3111 115 2 0 2 2670 99 2 0 2 T5W 3044 1 113 1 2 0 1 1 3014 112 2 1 0 1 1 2600 96 2 0 1 T2 5666 102 1 2 0 2 5610 101 2 0 2 1 4816 86 1 0 2 T3 5610 101 1 0 2 5554 100 1 0 2 4784 86 1 0 2 6110 109 1 0 2 24 700 mA 55W� T5QM 6171 111 3 0 1 5245 94 2 0 1 T5R 6283 113 3 0 3 6221 111 1 3 0 3 5341 96 3 0 3 T5W 6087 109 3 0 1 6027 108 1 3 0 11 5201 93 3 0 1 T2 8505 1 101 2 0 3 8415 100 2 0 13 7224 87 1 2 1 0 1 2 T3 8415 100 2 0 2 8331 99 2 0 2 7175 86 2 0 1 2 36 700 mA SOW 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 1 7868 94 3 0 1 T5R 9425 112 3 0 3 1 9331 111 3 0 3 1 8011 96 3 0 3 T5W 9131 109 3 0 2 1 9040 108 3 0 2 7801 93 3 0 2 T2 11332 102 3 0 3 1 11220 1 101 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 48" 700 mA 110 W T50M 12342 111 3 0 2 12219 111 3 0 2 10491 95 3 0 2 T513 12567 113 4 0 4 12441 112 4 0 4 10682 96 3 0 3 T5W 12175 110 4 0 2 12053 109 1 4 0 1 2 10402 94 4 0 2 T2 14165 103 3 0 3 14025 102 1 3 0 1 3 12041 88 3 0 3 T3 14025 102 3 1 0 1 3 13885 101 3 0 3 11959 87 3 0 3 60" 700 mA 136W T4 15427 113 2 0 3 15274 111 2 0 3 13114 96 2 0 3 T5QM 15427 113 4 0 2 15274 111 4 0 2 13314 96 3 0 2 T5R 15708 1 115 4 0 4 15259 111 4 0 4 13352 1 97 1 4 0 4 T5W 15218 1 111 4 0 2 15551 114 4 0 2 13002 1 95 1 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. 'AVAILABLE IN THE 26" URBAN ONLY B Products Bacon • 2 41 0 5 8th Avenue Circle East Bradenton FL 34203 • Phone: 8 0-345-4928 0 HUBBELL N Due to our continued efforts to improve our rotlucts.product specifications are subject to change without Lighting I 2016 v BEACON PRODUCTS Allfle ewetl. For more information visit our webste: www.6e acon oduciscom •Printed in USA SPEC 3/17 Job Name: LIGHTING UVA Squash Facility at Boars Head VIRGINIA ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE Index Page ' • I 111 NUMBER DRIVE •r 1 1 • If OF LEDS OF DRIVERS CURRENT (mA) t INPUT VOLTAGE SYSTEM POWER CURRENT M (w) (Amps) Data references the extrapolated performance projections for the base model in a 40°C ambient, based on 10,000 hours of LE to - - D testing g per IESNA LM 80 08. 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 0.98 40°C 104°F 0 11 r output for average ambient temperatures from 0-40"C (32-104°F). t _ .1 11 r Index Page ' • I 111 1 Iti •1111 11 il'i •r 1 1 • 25°C /77°C 11.001 0.97 1 0,951 0.95 1 0.92 1 47o COD ' Projected per IESNA TM -21-11 Data references the extrapolated performance projections for the base model in a 40°C ambient, based on 10,000 hours of LE to - - D testing g per IESNA LM 80 08. 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 0.98 40°C 104°F 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 ®® HUBBELL roue■■ Due to our continued efforts to i I rproducts,r ct s ecifications are subject to change without notice. Lighting n rove our product 9 9 P P P 1 9 © 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 3/17 I r �R r r 7 p a � s s � I I gi E pI k, t' E a I Excellence in Illumination Engineering Software f Since 1984 I LI hfinalysfis vele un -c rn 4 ISamp3-B�rn�ter v=epyliaM 2+51 & digFdngdvflfFatn, T,c. ■ U r i � v U) n r �W ) CMin U I t� 0 Revisions ) CMin S� U CC Q)CD 2041 58th Avenue Circle East Bradenton, fl 34203 Phone: (800) 345-4928 Fax: (941) 751-5535 ORDERING Submitted On: Jul 7 2017 Index Pa e Submitted by Lighting Virginia -Central Catalog Number Type oma Job Name: RSA=B S 16 50 -B -OT XX x h Facility a Boars Head LIGHTING,"UVA Squas ac ty t ,OLE VIRGINIA Notes; ' LV CENTRAL17-23373. • ,,.:; NOTES Wind -speed Website disclaimer: Hubbell Lighting has no connection to the linked website and makes no representations as to its accuracy. While the information presented on this third -party website provides a useful starting point for analyzing wind conditions, Hubbell Lighting has not verified any of the information on this third parry website and assumes no responsibility or liability for its accuracy. The material presented in the windspeed website should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. Hubbell Lighting Inc. does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this third party website assume all liability arising from such use. Use of the output of these referenced websites do not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed report. http://windspeed.atcouncil.org • Allowable EPA, to determine max pole loading weight, multiply allowable EPA by 30 lbs. • The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Florida Region Wind Map for the 2010 Florida Building Code. The Wind Maps are intended only as a general guide and cannot be used in conjunction with other maps. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application • Allowable pole EPA for jobsite wind conditions must be equal to or greater than the total EPA for fixtures, arms, and accessories to be assembled to the pole. Responsibility lies with the specifier for r correct pole selection. Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shall I void the manufacturer's warranty • Wind speeds and listed EPAs are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and coefficient of height factors beyond this general guide; Consult local and federal standards • Wind Induced Vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings. Consult Hubbell Lighting's Pole Vibration Application Guide for environmental risk factors and design considerations. htto//cdn soauldinalinhtinn com/contenUprodurLc/liaerature/literature files/Pole Wind Induced nygr HL0mri22 otlf • Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to flying debris, wind shear or outer detrimental effects not included in wind velocity ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBIELL Hueasu Ii EWwO=N Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ' ©2016 BEACON PRODUCTS, All Rights Reserved •For more information visit our website: www.beaconproducis.com •Printed in USA RSA-B•S POLES -SPEC JUNE 22, 2017 9:44 AM Submitted On: Jul 7, 2017 _ Index Page Submitted Job Name: UVA Squash Facility at Boars Head Cat.# RSA -B -S N SERIES POLES Job TYPE jae:rsn.aeroianY Approvals ROUND STRAIGHT ALUMINUM Overall Height 8' - 24' APPLICATIONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loadingof the specified ole in its installedgeographic location P P CONSTRUCTION • SHAFT: One-piece straight aluminum with round cross section; Extruded shafts of 6061 T6 aluminum in 1!8", 3/16", or 1/4 thickness. Base plate of 356 cast aluminum. • BOLT COVERS: Four 4 individual bolt covers provided, painted to match PoIe and base finish. • FINALS: Ca or decorative finial available for side mounted luminaires, Open to or tenons provided for POLE CAP ORF p s a p p u post top mounted luminaires. • HAND HOLE: Aluminum hand hole frame; Mounting provisions for grounding lug located behind cover • ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for leveling FINISH • Durable thermoset polyester ester owder coat paint finish with nominal 3.0 mil thickness • Powder paint finish coat available in twelve standard colors; Custom colors available; RAL number preferable. POLE TO BE CUT TO 15 FEET FOR NAUTILUS ARM MOUNT Hand Ole 18" TENONS & POLE CAPS 0 Hand Hole 270°#9� It Bolt Circle 180° BASE DETAIL /A ====•` BOLT COVERS ORDERING EXAMPLE: BMT Black Matte Textured RSA -B -S - 16 - 750 - I . B - CAP - OT - B3 VP -L aluminum arts shall be low Construction: All cast a um o p RSA- Round StraightReference page 2 Reference page 2 Reference DETAILS B -S Aluminum Pale Ordering matrix Ordering matrix page 2 A. MODEL copper alloy A356. All extruded aluminum parts shall DPS Dark Platinum Smooth C07 75" Coupling 2L Two fixtures at 90° AA -37 Nautilus T be alloy 6061'T6, 6063 5 o equal. r 10 3.0 4" Round at 90° VM2 2nd mode 3Y Three at 120° MBT Metallic Bronze 591/4" 49" 241/2, MOUNTING ORIENTATION ':"-Denotes handhote Location OT' Open top (in - 3Y 4 2 cludes pole cap) EPA (effective projected area)! EPA is defined as TNT Tenon 3 x 3 L TN41 Tenon 3 x 4 Bolts TN5° Tenon 4 x 5 N B. POST SHAFT PROFILE- (Pro1 ected surface area Xdrag facto ) and measured 4TTERN ARC' Acorn Finial B S 16 40 A BALI Ball Finial ACCESSORIES- Order Separately CAP' Flat Cap in ft2. Allowable post, luminaire arm, luminaire and VERIFY H CC Custom Color- RAL W wall mount accessory EPAs are derived from the most current RSA B S 10 40-B Color# 7 188 6 5 477 962'Dia x188 Thk 3/4x30x3 2-3/4" S smooth published AASHTO (American Association of State RSA B S 12-40-B 12 3.7 4 Round B. POST SHAFT DIAMETER Vibration Dampeners: Vibration dampener pads 3/4 x 30 x 3 2 3/4' 36 Highway and Transportation Officials) standard 3 3 (MERS, MERM MERL) shall be provided when required by customer or RSA B S 14-40-B 14 4.3 4 Round .188 6.75 4.77 9.62" Dia x 1.88' Thk deemed necessary by Beacon Products. Please con - F fluted currently AASHTO 2001 (50yr design life). Customer t 4" (MERS, MERM, MERL) sult factory for bridge mounted applications. R12" .186 6.75" 4.77"2' Diax 1. "Th 9 6 88 k or 5 5" (MERS, MERM, MERL) EPA (effective projected area): EPA is defined as assumes all responsibility for selecting the ap- rion pri- RSA B S -18-40-B 8 8" (MERX) (projected surface area X drag factor) and measured 1 . 88 6.75" 4.77" 9.62' pia x 1.88"Thk 3!4 xx 0 2- ' 3 3 3/4' 52 ate post for installation (consult factory for assistance). RSA B S 20 40 B 20 6.1 4 Round n accessory EPAs are derived from the most current 3/4x30x3 23/4 Cr POST SHAFT DIAMETER , Luminaire arm, luminaire and accessory EPA must be C. COLOR published AASHTO (American Association of State �- So Highway and Transportation Officials) standard, cur- 4 4„ equal to or less than allowable EPA of post. Consult a 12 3.7 1 4' Round basic black textured BBTently AASHTO 2001 (50yr design life). Customer as - 3/4 x 30 x 3 2-3/4" 46 22 5 5" professional engineer for compliance with local) codes and standards. 14 4. 3 4' Round It post for installation (consult factory for assistance). 53 N WHT white textured Luminaire arm, luminaire and accessory EPA must be 6 6" Fasteners: All fasteners shall be Corrosion Resistant. 'R4 1/2" w OTHER When tamper resistant fasteners are required, spanner rn RSA -B -S -18-40-C HD (snake eye) style shall be provided (special tool .25 6.75" 4.77" 9.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" required, available at additional cost). BZT bronze textured and standards. D. ARRANGEMENT RSA -B -S-20-40-0 018" ---Anchor DBT dark bronze textured Bolt: Anchor bolts, sized as required, double Finish: Finish shall be a Beacote V polyester pow - 74 see arrangement table below der -coat electro -statically applied and thermoDured. WALL BRACKET, DETAILS E, LUMINAIRE MOUNTING Beacote V finish shall consist of a five stage iron .25 6.75" 4.77" 9.62" Diax 7.88" Thk pendant phosphate chemical pretreatment regimen with a poly - dry off, and top coated) with a 28" mer primer sealer, oven 24 7.3 4' Round 25 6.75" 4.77 9.62" Diax 1.88" Thk thermoset super TGIC polyester powder coati finish. 22 71;1__V The finish shall meet the AAMA 605.2 performance F. COLOR specification which includes passing a 3000 hour salt BBT basic black textured spray test for corrosion resistance and resists wracking RSA -B -S -10-50-B or loss of adhesion per ASTM D522 and resists sur - MTT metallic titanium textured ner HD (snake eye) style shall be provided (special BMT black matte textured face Impacts of up to 160 inch -pound. R12" o WHT white textured Limited Warranty: Beacon Products warrants its N MBT metallic bronze textured products, to the original purchaser, against defects in 46 materials and workmanship for proper usage fcor a pe- RAL Finish: Finish shall be a Beacote V polyester powder- BZT bronze textured riod of 5 years after date of production, when properly Y 3/4 x 30 x 3 2-3/4" DBT dark bronze textured installed, maintained and appropriately specified. See RSA -6 S -16-50-B Warranty Information on www.beaconproducts;.com N gray GYS a smooth for complete details and exclusions. T -- DPS d platinum latinum smooth RSA B -S -18-50-B t. GNT green textured 3/4 x 30 x 3 2-3/4" J� VERIFY RSA -B -S -20-50-B MST metallic silver textured FINISH 'Junction Box MTT metallic titanium textured (by others) OWI old world iron 22 6.7 5 Round WALL PLATE DETAILS RAL spray test for corrosion resistance and resists crack - ing or loss of adhesion ASTM D522 and resists 018" 4:: 188 7 75 5,48" 10.62" Diax 1 88 Thk arrangement (EPA indexift°/ weight (lbs) 86 Limited Warranty: Beacon Products warrants its t f♦}t .-+}. (4) 07/16" mounting holes shaft 0 A B c D E F G H I J ,"... wall materials and workmanship for proper usage for a pe- RSA B -S -14 -5o -C 14 4.3 5„ Round .25 7,75" 5.48" 10.62" Dia x 1.88" Thk EPA - 3.37 5.04 5.04 5.19 5.19 e oa 16 4.9 5" Round .25 7.75" 5.48" 10.62" Diax 1.88" The „ Warranty Information on www. beaconproducts.com EPA 3.80 5.47 5.47 4.49 5.62 5.62 6.07 1 6.85 6.85 N 05 '.`wg Due to our continued efforts to improve our products, product specifications are subject to 50 5 - 50 60 6 2'.2 ' 20 6.1 5" Round change without notice. EPA - 4.22 5.89 5.89 4.91 6.04 6.04 6.49 7 27 727 06 weight 3•f :a. 44 46" 44 ;' 54 .56; 54 64 66.,j 24 73 Round 2041 58th Avenue Circle East Bradenton, fl 34203 Phone: (800) 345-4928 Fax: (941) 751-5535 ORDERING Submitted On: Jul 7 2017 Index Pa e Submitted by Lighting Virginia -Central Catalog Number Type oma Job Name: RSA=B S 16 50 -B -OT XX x h Facility a Boars Head LIGHTING,"UVA Squas ac ty t ,OLE VIRGINIA Notes; ' LV CENTRAL17-23373. • ,,.:; NOTES Wind -speed Website disclaimer: Hubbell Lighting has no connection to the linked website and makes no representations as to its accuracy. While the information presented on this third -party website provides a useful starting point for analyzing wind conditions, Hubbell Lighting has not verified any of the information on this third parry website and assumes no responsibility or liability for its accuracy. The material presented in the windspeed website should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. Hubbell Lighting Inc. does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this third party website assume all liability arising from such use. Use of the output of these referenced websites do not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed report. http://windspeed.atcouncil.org • Allowable EPA, to determine max pole loading weight, multiply allowable EPA by 30 lbs. • The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Florida Region Wind Map for the 2010 Florida Building Code. The Wind Maps are intended only as a general guide and cannot be used in conjunction with other maps. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application • Allowable pole EPA for jobsite wind conditions must be equal to or greater than the total EPA for fixtures, arms, and accessories to be assembled to the pole. Responsibility lies with the specifier for r correct pole selection. Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shall I void the manufacturer's warranty • Wind speeds and listed EPAs are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and coefficient of height factors beyond this general guide; Consult local and federal standards • Wind Induced Vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings. Consult Hubbell Lighting's Pole Vibration Application Guide for environmental risk factors and design considerations. htto//cdn soauldinalinhtinn com/contenUprodurLc/liaerature/literature files/Pole Wind Induced nygr HL0mri22 otlf • Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to flying debris, wind shear or outer detrimental effects not included in wind velocity ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBIELL Hueasu Ii EWwO=N Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ' ©2016 BEACON PRODUCTS, All Rights Reserved •For more information visit our website: www.beaconproducis.com •Printed in USA RSA-B•S POLES -SPEC JUNE 22, 2017 9:44 AM Submitted On: Jul 7, 2017 _ Index Page Submitted Job Name: UVA Squash Facility at Boars Head Cat.# RSA -B -S N SERIES POLES Job TYPE jae:rsn.aeroianY Approvals ROUND STRAIGHT ALUMINUM Overall Height 8' - 24' APPLICATIONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loadingof the specified ole in its installedgeographic location P P CONSTRUCTION • SHAFT: One-piece straight aluminum with round cross section; Extruded shafts of 6061 T6 aluminum in 1!8", 3/16", or 1/4 thickness. Base plate of 356 cast aluminum. • BOLT COVERS: Four 4 individual bolt covers provided, painted to match PoIe and base finish. • FINALS: Ca or decorative finial available for side mounted luminaires, Open to or tenons provided for POLE CAP ORF p s a p p u post top mounted luminaires. • HAND HOLE: Aluminum hand hole frame; Mounting provisions for grounding lug located behind cover • ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55,000 psi (ASTM F1554). Galvanized hardware with two washers and two nuts per bolt for leveling FINISH • Durable thermoset polyester ester owder coat paint finish with nominal 3.0 mil thickness • Powder paint finish coat available in twelve standard colors; Custom colors available; RAL number preferable. POLE TO BE CUT TO 15 FEET FOR NAUTILUS ARM MOUNT Hand Ole 18" TENONS & POLE CAPS 0 Hand Hole 270°#9� It Bolt Circle 180° BASE DETAIL /A ====•` BOLT COVERS ORDERING EXAMPLE: BMT Black Matte Textured RSA -B -S - 16 - 750 - I . B - CAP - OT - B3 VP -L 1 RSA- Round StraightReference page 2 Reference page 2 Reference 1 Single arm mount B -S Aluminum Pale Ordering matrix Ordering matrix page 2 2 Two fixtures at 180° Beacon Smooth Ordering matrix DPS Dark Platinum Smooth C07 75" Coupling 2L Two fixtures at 90° GNT Green Textured 3T Three fixtures 10 3.0 4" Round at 90° VM2 2nd mode 3Y Three at 120° MBT Metallic Bronze 4 Four fixtures at 90° MOUNTING ORIENTATION ':"-Denotes handhote Location OT' Open top (in - 3Y 4 2 cludes pole cap) 1 2L3T p ❑ TNT Tenon 3 x 3 L TN41 Tenon 3 x 4 Bolts TN5° Tenon 4 x 5 N 3/4x30x 3 2 3/4 TN8' Tenon 4 x 8 F 4TTERN ARC' Acorn Finial B S 16 40 A BALI Ball Finial ACCESSORIES- Order Separately CAP' Flat Cap CAST EASE CLA&,. P-ra ALLOWANCE ANCHOR BOLT FORNCATION I FooTINO (BY OTHERS) VM2 BBT Basic Black Texured GFIt 20AmpGFCI B1 Crozet BMT Black Matte Textured Receptacle and B3 VP -L BZT Bronze Textured Cover EHH' Extra Handhole B4 VP -S DBT Dark Bronze Textured C05 5" Coupling f � Notes DPS Dark Platinum Smooth C07 75" Coupling wall Bolt Circle Bolt Square Base Plaite Size 1 Anchor Bolt Size (suggested) .125 6.75" 4.77" 9.62" Diax 7.88"Thk 3/4 x 30 x 3 2-3/4" 19 GNT Green Textured C20' 2" Coupling 10 3.0 4" Round GYS Gray Smooth VM2 2nd mode r I, design performance. technology e- Poles &Bases MBT Metallic Bronze vibration Ordering / ! Textured damper 3/4 x 30 x 3 2-3/4" MST Metallic Silver Textured LAB Less Anchor MTT Metallic Titanium Bolts DRILLTextured 3/4x30x 3 2 3/4 30 4TTERN OWIOld World Iron B S 16 40 A 16 4.9 4 Round shaft profile shall be 16 -flat flutes for 3"OD and 12 -flat 3/4000 2-3/4" WHT White Textured VERIFY H CC Custom Color- RAL MERL Meridian Large Base Covers: require specification of smooth or FINISH RSA B S 10 40-B Color# 7 188 6 5 477 962'Dia x188 Thk 3/4x30x3 2-3/4" 31 using logic found on page 2 (Option Orientation) Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL HUBBELL NDue to our continued efforts to improve our products, Product specifications are subject to change without notice, Lightinghtin 9 J�sr ©2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.boaconproduM.com • Printed in USA RSA -B -S POLES -SPEC JUNE 22, 2017 9:44 AM �-M,01 ssr-r.IFAT.�mrsri tiri Submitted by Lighting Virginia -Central Catalog _Number Type <IUIER 51XX S A M �. Job Name: ` L€GHTING v UVA Squash Facility at Boars Head sr BASE (NIA f � Notes VVIR ORDERING INFORMATION Cont. Nominal--- Shaft Dimensions Thickness RSA -B -S -08-40-A 8 2,4 4" Round wall Bolt Circle Bolt Square Base Plaite Size 1 Anchor Bolt Size (suggested) .125 6.75" 4.77" 9.62" Diax 7.88"Thk 3/4 x 30 x 3 2-3/4" 19 I -B-S-10-40-A 10 3.0 4" Round rev. 02.02.2017 J BIE ' N - • MERIDIAN r I, design performance. technology e- Poles &Bases www.beaconproducts.com Sample MERS 5 BBT Ordering / ! A B C .125 6.75" 4.77" 9.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" Construction: All cast aluminum parts shall be low DETAILS A. MODEL'- copper alloy A356. All extruded aluminum parts shall 125 6 75 4 77 9 62 piax 1 88 Thk 3/4x30x 3 2 3/4 30 MERS MeridianSmall be alloy 6061-T6, 6063-T5 or equal. Standard fluted B S 16 40 A 16 4.9 4 Round shaft profile shall be 16 -flat flutes for 3"OD and 12 -flat 3/4000 2-3/4" 33 MERM Meridian Medium flutes for 4", 5", & 6"OD. H MERL Meridian Large Base Covers: require specification of smooth or RSA B S 10 40-B fluted shafts of the size required to meet wind load 7 188 6 5 477 962'Dia x188 Thk 3/4x30x3 2-3/4" 31 requirements RSA B S 12-40-B 12 3.7 4 Round B. POST SHAFT DIAMETER Vibration Dampeners: Vibration dampener pads 3/4 x 30 x 3 2 3/4' 36 LJ 3 3 (MERS, MERM MERL) shall be provided when required by customer or RSA B S 14-40-B 14 4.3 4 Round .188 6.75 4.77 9.62" Dia x 1.88' Thk deemed necessary by Beacon Products. Please con - 42 t 4" (MERS, MERM, MERL) sult factory for bridge mounted applications. i6 4.9 4" Round .186 6.75" 4.77"2' Diax 1. "Th 9 6 88 k 018" {- 5 5" (MERS, MERM, MERL) EPA (effective projected area): EPA is defined as RSA B S -18-40-B 8 8" (MERX) (projected surface area X drag factor) and measured 1 . 88 6.75" 4.77" 9.62' pia x 1.88"Thk 3!4 xx 0 2- ' 3 3 3/4' 52 in ft2. Allowable post, luminaire arm, luminaire and RSA B S 20 40 B 20 6.1 4 Round n accessory EPAs are derived from the most current 3/4x30x3 23/4 57 C. COLOR published AASHTO (American Association of State �- So Highway and Transportation Officials) standard, cur- RSA B S 12-40-C 12 3.7 1 4' Round basic black textured BBTently AASHTO 2001 (50yr design life). Customer as - 3/4 x 30 x 3 2-3/4" 46 22 BMT black matte textured sumes all responsibility for selecting the appropriate RSA B S 14-40-C 14 4. 3 4' Round .25 6.75" 5 4.77 9.62 Diax 1.88 Thk post for installation (consult factory for assistance). 53 N WHT white textured Luminaire arm, luminaire and accessory EPA must be 16 4.9 4" Round .25 6.75" 4.77" 9.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" MBT metallic bronze textured equal to or less than allowable EPA of post. Consult a .I U RSA -B -S -18-40-C professional engineer for compliance with local codes .25 6.75" 4.77" 9.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 67 BZT bronze textured and standards. RSA -B -S-20-40-0 018" ---Anchor DBT dark bronze textured Bolt: Anchor bolts, sized as required, double 3/4 x 30 x 3 2-3/4" 74 GYS gray smooth hex nuts and flat washers shall be hot dipped galva- RSA B 5 22 40-C 22.7 n 6 4" Round .25 6.75" 4.77" 9.62" Diax 7.88" Thk DPS dark platinum smooth nized steel. A bolt circle template shall be provided 61 for installation. 24 7.3 4' Round 25 6.75" 4.77 9.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" GNT green textured MST metallic silver textured Fasteners: All fasteners shall Corrosion Resistant. When tamper resistant fasteners are required, span- RSA -B -S -10-50-B 10 3.0 5" Round MTT metallic titanium textured ner HD (snake eye) style shall be provided (special 3/4 x 30 x 3 2-3/4' 39 tool required, available at additional cost). RSA B -S -12-50-B 12 3.7 5" Round .188 7.75" 5.48" 10.62" Dia x 1.88" Thk OWI old world iron 46 RAL Finish: Finish shall be a Beacote V polyester powder- 14 4.3 5" Round .188 7.75" 5.48" 10.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" coat electrostatically applied and thennocured. Bea - RSA -6 S -16-50-B cote V finish shall consist of a five stage iron phos- .188 _ 7.75" 5.48" 10_62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 59 phate chemical pretreatment regimen with a polymer RSA B -S -18-50-B 18 5.5 5" Round VERIFY primer sealer, oven dry off, and top coated with a 3/4 x 30 x 3 2-3/4" 66 FINISH thermoset super TGIC polyester powder coat finish. RSA -B -S -20-50-B 20 6.1 5" Round .188 7.75" 5.48" 10.62" Diax 1.88" Thk The finish shall meet the AAMA 605.2 performance 72 @ specification which includes passing a 3000 hour salt 22 6.7 5 Round 188 7.75" 5.48" 10.62" Dia x 1 88' Thk 3/4 x 3o x 3 2-3/4" spray test for corrosion resistance and resists crack - ing or loss of adhesion ASTM D522 and resists 018" per surface impacts of up to 160 inch -pound. 188 7 75 5,48" 10.62" Diax 1 88 Thk 3/4 x 30 x 3 2-3/4-1 86 Limited Warranty: Beacon Products warrants its products, to the original purchaser, against defects in ,"... materials and workmanship for proper usage for a pe- RSA B -S -14 -5o -C 14 4.3 5„ Round .25 7,75" 5.48" 10.62" Dia x 1.88" Thk riod of 5 years after date of production, when properly 67 Installed, maintained and appropriately specified. See 16 4.9 5" Round .25 7.75" 5.48" 10.62" Diax 1.88" The 3/4 x 30 x 3 2-3/4" Warranty Information on www. beaconproducts.com RSA B S -18-50-C for complete details and exclusions. .25 7.75" 5.48" 10.62" Diax 1.86" Thk 3/4x 30 x 3 2-3/4" 84 Due to our continued efforts to improve our products, product specifications are subject to RSA -B -S-20-50-0 20 6.1 5" Round change without notice. 3/4 x 30x 3 2-3/4" 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: (800) 345-4928 Fax: (941) 751-5535 ORDERING bmitted On: Jul 7, 2017 Submitted by Lighting Virginia -Central wmtl map 1 715 Catalog Number RSA B S 16 50 B OT XX Notes .r : Typ@ POE I �V , GENTF;AL f 7 23373- , p^s LIGHTING RVIRGINIA sj ->-' • -- _" _ _ Job Name: UVA Squash Facility at Boars Head wind speeds r1 80 ORDERING INFORMATION Cont. Nominal--- Shaft Dimensions Thickness RSA -B -S -08-40-A 8 2,4 4" Round wall Bolt Circle Bolt Square Base Plaite Size 1 Anchor Bolt Size (suggested) .125 6.75" 4.77" 9.62" Diax 7.88"Thk 3/4 x 30 x 3 2-3/4" 19 I -B-S-10-40-A 10 3.0 4" Round .125 6.75" 4.77" 9.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 22 -B-S-12-40-A 12 3.7 4" Round .125 6.75" 4.77" 9.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 26 ERSA-B-S-14-40-A 144 34 Round 125 6 75 4 77 9 62 piax 1 88 Thk 3/4x30x 3 2 3/4 30 B S 16 40 A 16 4.9 4 Round 125 1.71" 4 77 9 62 Drax 1 88 Thk 3/4000 2-3/4" 33 H ®®��®0101111 RSA B S 10 40-B 10 1 30 4 Round 7 188 6 5 477 962'Dia x188 Thk 3/4x30x3 2-3/4" 31 RSA B S 12-40-B 12 3.7 4 Round 188 6.75" 4.77' 9 62' Diax 1 88' Thk 3/4 x 30 x 3 2 3/4' 36 LJ RSA B S 14-40-B 14 4.3 4 Round .188 6.75 4.77 9.62" Dia x 1.88' Thk 3/4 x 30 x 3 2-3/4" 42 RSA 6 S -16-40-B i6 4.9 4" Round .186 6.75" 4.77"2' Diax 1. "Th 9 6 88 k 3/4000 2-3/4" 47 RSA B S -18-40-B 18 5.5 4"n Rou d 1 . 88 6.75" 4.77" 9.62' pia x 1.88"Thk 3!4 xx 0 2- ' 3 3 3/4' 52 RSA B S 20 40 B 20 6.1 4 Round n 188 6 7 5 477 962 Diax 188 Thk 3/4x30x3 23/4 57 �- So RSA B S 12-40-C 12 3.7 1 4' Round 25 1 6.75" 4.77" 9.62" Dia x l 38` Thk 3/4 x 30 x 3 2-3/4" 46 RSA B S 14-40-C 14 4. 3 4' Round .25 6.75" 5 4.77 9.62 Diax 1.88 Thk 3/4 x 3 4 0x3 2- 3!" 53 RSA -B -S -16-40-C 16 4.9 4" Round .25 6.75" 4.77" 9.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 60 .I U RSA -B -S -18-40-C 18 5.5 4" Round .25 6.75" 4.77" 9.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 67 RSA -B -S-20-40-0 20 6.1 4" Round .25 6.75" 4.77" 9.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 74 RSA B 5 22 40-C 22.7 n 6 4" Round .25 6.75" 4.77" 9.62" Diax 7.88" Thk 3/4 x 30 x 3 2-3/4" 61 RSA B S 24-40 _C 24 7.3 4' Round 25 6.75" 4.77 9.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 88 - RSA -B -S -10-50-B 10 3.0 5" Round .188 1 7.75" 1 5.48" 10.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4' 39 RSA B -S -12-50-B 12 3.7 5" Round .188 7.75" 5.48" 10.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 46 RSA B -S -14-50-B 14 4.3 5" Round .188 7.75" 5.48" 10.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 52 RSA -6 S -16-50-B 16 4.9 - 5" Round .188 _ 7.75" 5.48" 10_62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 59 RSA B -S -18-50-B 18 5.5 5" Round .188 7.75" 5.48" 10.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 66 RSA -B -S -20-50-B 20 6.1 5" Round .188 7.75" 5.48" 10.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 72 RSA B 5 22 50 B 22 6.7 5 Round 188 7.75" 5.48" 10.62" Dia x 1 88' Thk 3/4 x 3o x 3 2-3/4" 79 R A B S 250 7.3 5 Round 188 7 75 5,48" 10.62" Diax 1 88 Thk 3/4 x 30 x 3 2-3/4-1 86 ,"... RSA B -S -14 -5o -C 14 4.3 5„ Round .25 7,75" 5.48" 10.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 67 RSA -B -S -16-50-C 16 4.9 5" Round .25 7.75" 5.48" 10.62" Diax 1.88" The 3/4 x 30 x 3 2-3/4" 76 RSA B S -18-50-C 18 5.5 5" Round .25 7.75" 5.48" 10.62" Diax 1.86" Thk 3/4x 30 x 3 2-3/4" 84 RSA -B -S-20-50-0 20 6.1 5" Round .25 T75" 5.48" 10.62" Diax 1.88" Thk 3/4 x 30x 3 2-3/4" 93 77 548 1062 Dia x188 Thk 3/4 x 30 x 3 2-3/4" 102 24 73 Round 25 775 548• 1062 Diax 1.88" Thk 3/4x30x3 23/4 171 .. FRSABS2450C --- _ _J^ v5 _our „•_ - - _- • RSA B -S -12-60-A 12 3.7 6" Round .125 8.75" 6.19" 11.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4' 38 V - RSA -B -S -14-60-A 14 1 4.3 6" Round .12 .7 " 5 8 5 6.19" 71.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 4 3 RSA -B -S -16-60-A 16 4.9 6" Round .125 8.75" 6.19" 11.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 49 RSA -B -S -18-60-A 18 5.5 6" Round .125 8.75" 6.19" 11.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 54 RSA -B -S -20-60-A 20 6.1 6" Round .126 8.75" 6.19" 11.62" Dia x 1.88" Thk 3/4 x 30 x 4 2-3/4" 60 RSA -B -S -22-60-A 22 6.7 6" Round .125 8.75" 6.19" 11.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 65 RSA B S 24 60 A 24 7, 3 6Round 125 1.71" 6 19 11 62 Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 71 RSA B S -14 -6o -C 14 4.3 6" Round 25 8.75" 6,191, 11.62" Diax 1.88" Thk- 3/4 x 30 x 3 2-3/4" 80 RSA -B -S -16-60-C 16 4.9 6" Round .25 8.75" 5 6.19" 11.62" Diax 1.88" Thk 3/4 x 30 x 3 2-3/4" 90 RSA -B -S -18-60-C 18 5.5 6" Round .25 8.75" 6.19" 11.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 101 RSA -B -S -20-60-C 20 6.1 6" Round .2 .75" 5 8 6.19" 17.62" Diax 1.88" Thk 3 x 0 - 4" 3/4 x3/ 3 2 112 RSA -B -S -22-60-C 22 6.7 6" Round .25 8.75" 6.19" 11.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 122 RSA -B -S -24-60-C 24 7.3 6" Round .25 8.75" 6.19" 11.62" Dia x 1.88" Thk 3/4 x 30 x 3 2-3/4" 133 NOTE Factory supplied template must be used when setting anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template and anchor bolts. EHH - EXTRA C05 - C07 - C20 - COUPLING VM2 - VIBRATION DAMPER HANDHOLE 2ND MODE 2" -11.5 NPSM Threads II Facto installed, internal damper 3!4" - 14 NPSM Threads Factory c designed to alter pole resonance to o 11s'- 14 NPSM Threads reduce movement and material fatigue IAdapter Provision for Grounding caused by 2nd mode vibration. OPTION ORIENTATION VM2SXX -VIBRATION vM2soe - e' VM2S12 -12' Follow the logic below when ordering I cation specific options. For each DAMPER 2ND MODE VM2S16 -16' option, include its orientation (in degrees) and its height (in feet). Example:Field installed, internal damper VM2S20 - 20' Option C07 should be ordered as: NSA -B -S -16 -40 -A -TA -DBT (.5" coupling designed to alter pole resonance VM2S24 - 24' n the handh I r c- 0 o e/a m side of pole, 15 feet u from the ole base i' spa P P ) to reduce movement and mate - in required between option. Consult facto for other configurations. g q p C factory e g net fatigue caused by 2nd mode vibration: GFI - 20 AMP GFC1 RECEPTACLE & COVER Round Steel Pole Standard hand hole frame\, plate caski et \ 20 AMP GFCI ��\!• / wet Locations O In -use Cover y I - For more information about pole vibration and vibration dampers, please COnSUlt htto://cdn soauldinaliahUng com/contanYomducts/literature/literature fles/Pole Wind Induced Fiver Due to our continued efforts to improve our products, product specifications are subject to change without notice. HLO10022.odf Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL r+uaecu IIIV Due to our continued efforts to improve our products, product specifications are subjectto change without notice. Lighting �J 02016 BEACON PRODUCTS, All Rights Reserved •For more information visit our website: www.beaconprotlucts.com •Printed in USA RSA -B -S POLES -SPEC JUNE 22, 2077 9;44 AM 14,A? �114� _1161 120 I 730 _140 745 150 • • : r r •®I�®��II®®®® r• r :. t r: ��®®IIIIIIC���®IIID®® .t • t • t MEN= ASCE 7-05 Catalog Number wmtl map 1 715 EPA 90 Load Rating 100 3 second � 705 gust wind speeds r1 80 RevisionsICU Q? I I �V Z ®®��®0101111 LJ r: U � � nn�� W �• . I. •r 4 I .I U cn V - ,,''r r• ®IIII���®IIII�� • r. e 1 1 I � .t r t •, r ASCE 7-05 Catalog Number wmtl map 1 715 EPA 90 Load Rating 100 3 second � 705 gust wind speeds r1 80 RevisionsICU Q? I I �V Z ®®��®0101111 LJ r: U � � nn�� W ® U cn r• ®IIII���®IIII�� • r. .t r Fonda Building Catalog Number 9 Code 115 2014 EPA Load Rating 120 130 ��� - 3 140 second gust 150 r160 wind I, speeds 170 r1 80 RevisionsICU Q? I I �V Z ®®��®0101111 LJ r: U � � nn�� W ® U cn r• ®IIII���®IIII�� • r. .t r Submitted On: Jul 7, 2017 Index Page Submitted On: Jul 7, 2017 index Page Excellence in Illumination Engineering Software Since 1 984 rur-,utc Earner capyriahi 2016 Uakiira Arwh•.:k, ireCM ICU - N O U C)Cr co I tTf RevisionsICU Q? D Q? �V Z LJ U � � nn�� W ® U cn D