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SDP201900002 Plan - Approved Final Site Plan and Comps. 2019-08-30
I 0 K 1-1 9 D A r 1, lid DRAWING GENERAL TE L 1�1 T1.01 COVER SHEET CIVIL CO.01 GENERAL NOTES C1.01—C1.05 EXISTING SITE CONDITIONS C2.01—C2.04 DEMOLITION PLAN C3.01—C3.05 SITE AND UTILITY PLAN C3.11—C3.15 GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN C4.01—C4.03 WATER LINE PLAN & PROFILE C4.04-4.06 SANITARY SEWER PLAN & PROFILE C4.07 GAS LINE PLAN & PROFILE C4.08—C4.11 STORM SEWER PROFILES C4.12—C4.14 SIGHT DISTANCE PLAN & PROFILES C5.02—05.07 CONSTRUCTION DETAILS • i 7 STORM•R a• ■� �. ram_. r41 1 ni 1 11 1 TIAk ANN a � • � �� � � � sue- � C7.01 FIRE FLOW1R MODEI LANDSCAPE L1 PLAZA LAYOUT AND MATERIALS PLAN L2 PLANTING PLAN L3 PLANTING SCHEDULE L4 SITE DETAILS L5 LANDSCAPE PLANTING DETAILS LIGHTING LT-100 TENNIS CENTER LIGHTING SCHEDULES AND GENERAL NOTES LT— 101 TENNIS CENTER LIGHTING LAYOUT LT-102 TENNIS CENTER LIGHTING LAYOUT LT-300 TENNIS CENTER EXTERIOR LIGHTING CALCULATIONS LT-301 TENNIS CENTER EXTERIOR LIGHTING CALCULATIONS LT-302 TENNIS CENTER EXTERIOR LIGHTING CALCULATIONS LT-303 TENNIS CENTER SPORTS LIGHTING CALCULATIONS LT-304 TENNIS CENTER SPORTS LIGHTING CALCULATIONS LT-400 TENNIS CENTER EXTERIOR LIGHTING ELEVATIONS LT-500 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS LT-501 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS LT-502 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS LT-503 TENNIS CENTER LIGHTING CONTROL PRODUCT DATA SHEETS '1 ! IN TAX MAP/PARCEL ID: 75-63 ALDEMARLE COUNTY ZONING CLASSIFICATION: RESIDENTIAL — R1 ALDEMARLE 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 ALDEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED ZONING OVERLAY DISTRICTS — AIRPORT IMPACT AREA AND STEEP SLOPES — SPECIAL USE PERMIT: SP201700032 — SEE SHEET CO.03 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 SUBMITTAL I SET NUMBER W APPROVAL i:i REVISION ■BIDDING ■ -- AITTIMMr1 rlog N"t - k 604k I OWNER: University of Virginia Foundation OWNER'S REPRESENTATIVE: Nat Perkins Real Estate Project Manager Golf Course Drive PH. (434) 982-5304 nperkins@uvafoundation.com ALB MA co . VIRGINI VICNIT"Y MAP SCALE: 1 " = 250' ENGINEER: Dewberry Engineers Inc. Cameron Palmore, P.E., L.S. 4805 Lake Brook Drive Glen Allen, Virginia 23060 PH. 804.205.3356 FAX 804.290.7928 cpalmore@dewberry.com APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT n PLANNING/ZONING ENGINEER INSPECTIONS _ S ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUT6R1TY VIRGINIA DEPARTMENTOF TRANSPORATION �� d ��/ y� _ W I 1 HEALTH DEPARTMENT ®®®Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 Phone: 804290.7957 Fax: 804.290.7928 www,dewberry.com W U �I U SF,AL F. PA LM0p 104 KEY PLAN SCALE 0' 250' 500' HORIZONTAL SCALE 1 " = 250' REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY TITLE CLG FCP 0=1 DEI PROJECT NO: 50100451 SHEET NO. Y 1 2 GENERAL NOTES 3 11 z ��M_ I __ I "' Dewberry 0•• -0 • <•> 11 1E CQ r1 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-D698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION AND UTILITY OWNER. 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. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 12. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 13. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION. 14. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 15. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 16. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 17. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2018 TO APRIL 14TH, 2019. 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. 18. CONTRACTOR SHALL LOCATE ALL PRIVATELY OWNED UTILITIES PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, FDC LINES, WATER LINES, IRRIGATION, SITE LIGHTING, ROOF DOWNSPOUT DRAINAGE, FOUNDATION DRAINS, ETC. 19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 20. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 21. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 22. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 23. ADDRESS ACCESSIBILITY REQUIREMENTS IN CONJUNCTION WITH CHAPTER 11 OF THE VCC AND ANSI A117.1. 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. ', I �_ � 1. I � ' ' � � ' �_.. ,, I � 1 -, 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. AC A L T E CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1. 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, FRE E 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 TOOAM 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/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) TRASH AND RECYCLE 1. A DESIGNATED DUMPSTER AREA IS NOT NEEDED AND ALL WASTE MATERIAL SHALL BE COLLECTED BY STAFF FROM THE BOAR'S HEAD SPORTS CLUB AND TRANSPORTED TO A CENTRALIZED COLLECTION POINT. ` ! _= J �.: 1. DUE TO THE EXTENSIVE PROPOSED CUT AND FILL WORK, THE WASTE AREAS HAVE BEEN ENSURED TO HANDLE THE VOLUME. PLEASE SEE ADJACENT UVAF GOLF COURSE PLAN FOR AREAS OF HANDLING. 2. PROPOSED CUT: 53,304 CY* PROPOSED FILL: 5,791 CY* PROPOSED NET: 47,513 CY [CUT]* *CUT & FILL VOLUMES ARE ESTIMATES AND NOT MEANT FOR CONSTRUCTION OR PRICING PURPOSES. EXISTING PARKING: 141 SPACES (2 HANDICAP) PROPOSED PARKING: 237 SPACE (2 HANDICAP) THE PROJECT WILL INCREASE THE NUMBER OF SPACES ON SITE TO ADEQUATELY ACCOMMODATE THE PROPOSED DEVELOPMENT IN ACCORDANCE WITH THE CURRENT PARKING MASTER PLAN FOR THE BOAR'S HEAD/BIRD CREEK PROPERTY. BUILDING SCHEDULE TENNIS FACILITY: TOTAL SQUARE FOOTAGE: 11,667 GSF (6,958 FIRST FLOOR, 4,709 SECOND FLOOR) BUILDING HEIGHT: 31'-5" LIGHTING EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. E. W i_. ExlI_,. i.Nl :i4�...�_.'3� li IE WV01 rG i:. Ii- F,N -__`-`----`------- ....._.,------ ......__--------- S..�'iiNE _._. .... ._._._... ._._... _... ._._........ Fr.�l .. ._._.......... i e:lF_ F f .� jn•,l ., ,.. F ING MN ,',�1� ' VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.02 CONSTRUCTION ENTRANCE 3.05 SILT FENCE SF ; 3.07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.14 TEMPORARY SEDIMENT BASIN 3.18 OUTLET PROTECTION ®� 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.36 SOIL STABILIZATION BLANKETS AND MATTING 3.38 TREE PRESERVATION & P TP TP- PROTECTION 3.39 DUST CONTROL c 8' HIGH CHAIN LINK CONSTRUCTION FENCE W/GREEN SCREEN ® 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 E PROPOSED STORM LINE PROPOSED RETAINING/SEAT WALL - - - - - - - - - - - - EXISTING PROPERTY LINE STOPPING SIGHT DISTANCE LINE UD PROPOSED UNDERDRAIN PROPOSED MANHOLE H PROPOSED CLEANOUT PROPOSED GATE VALVE O PROPOSED INDICATOR VALVE (PIV) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) \ O PROPOSED DRIP VALVE VAULT X 56 SPOT ELEVATION 69SP PROPOSED LIGHT DUTY ASPHALT PAVEMENT f V V V V Vv 7 7 V V V V PROPOSED HEAVY DUTY ASPHALT PAVEMENT V V V V 17 V I PROPOSED CONCRETE PAVEMENT BW=BOTTOM OF WALL MH=MANHOLE RIM TW=TOP OF WALL SP=SPOT EP=EDGE OF PAVEMENT SW=SIDEWALK EX=EXISTING TC=TOP OF CURB GR=GRATE BC=BOTTOM OF CURB HP=HIGH POINT FFE=FINISHED FLOOR ELEVATION Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804-290,7928 www.dewberry.com 1 W o U CA CA O rTl SEAL W KEY PLAN SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE I BY I Description DRAWN BY CLG APPROVED BY FCP CHECKED BY D M K TITLE DEi PROJECT NO: 50100451 SHEET NO. -rmf �1301« 1 2 3 4 5 Z/' REES At --1 \ LU LLJ / --- \\ TMP75 6 UNIVERSITY OF VIRGI I 1 ` ` \ , �• / \ -/I / / // \\ \\ \ \ \ ( D.B. 4662, D.B. 2933, PG. 80, �oS \ \ \ \ \ \ D.B. 2 12, PG. \ \ / ` / e f / �� \\\ \ \ \ \ \D.B. 1 55 PG SHEET C1.04 �' BOARS HEAD SPORTS U / 1 / // / /� �\ �\ \ \ I � \ / / \ \ \ 1 D.B. 7 O, PG. = I I l vil \ \ \ \ "BIRDWOOD GOLF DENSE r �,� ® �� \\\ \ \ \ \ • \ `� 544. f ACR ' �,o `� ®• '� 11 l 11 l \ \ \ l \\ h,:� v 1 McARTHUR SQUASH C E / /(\ ®• �,� 5610 \ �,�. / t�EF,t- F U vj� is PG I 1 D.9. 750, a 372--� \ DENSE TREES i / I �I MtRDW00D o URSE" .O��cR BOARS HEAD SPO UB SHEET C1.02> / \ \ o �� �,, �\ v v � y\ man 0' -- \\ McARTHUR SQUASH CEN \ \ \ Q r ��\ S H E ET C 1. 0 3 \� \ \ ( \ \ \\ \ \ 5610 TER N=\ WER ESM S. \ \ o A v V A I dg \ r% J / DENSE TREES \ \SOD DI `\��SE T EES TREES' \ I \ �\ \ I Q\ /1w. ap _� DENSE REES \ I � \ TREES \ \ Q NS \ \ ii S H E ET C1.05 -A75-� VI F t N9� Ultl ' s b®®®0 ®®® Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z U TT TT SEAL 0'f .. P . � . 20 5275 KEY PLAN SCALE 0' 50' 100' HORIZONTAL SCALE 1" = 50' REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACID REVISION 4 3 05/10/ 19 ACO REVISION 3 2 02/27, ACID REVISION 2 1 01/03/19 ACID I 100% DOCUMENTS 07/23/13 JRC 100% DOCUMENTS No. DATE BY Description 7DENSE TREES' \ 7 DENSE TREF>5IP \ \ DRAWN BY CLG N \ �— �� �— �� \ \ DENSE TREE \\\\\\\ \\ \ \ \ \\ \\ �\\ 0 g Dry ®C0 \ i \ \ \\\\ �\ \\ \\ \ \ \ \\\` \ 5 R \ \ �� e �— �`_ � �/ \ \ \ \ I$11IN NH DW.O' DEN TREE \ \\ \ \ \ \ \ \ \ \ � APPROVED BY FCP CHECKED BY DMK \ \\ \ \\\ STO MWNTENANCE \ I" / �\ \ "\ � � `� \ \ � \ � � \ \�\\ \ ` \ � \ \� I i � � D NO �� 1 • � WILDING TITLE T �. I 3 .24 / ) DEN REES �j' EXISTING N TR � OUT=535.35' �p _ OVERALL L�1 TA1 V I ` 0 =g�g .9' `/ � � � DENS TR ES J® � � �\ I PIP CRUSHED) INV. 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Ar %.-.13005 imp I 6 ®404 S®®-6i1 '111 � L.Pewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com d z SEAL KEY PLAN SCALE 0' 50' 100' HORIZONTAL SCALE 1 " = 50' REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY TITLE C LG FC P DMK DEI PROJECT NO: 50100451 SHEET NO. rld'- lill'i I I ILI I 1 P` wej P. 0 e i r0®®®+fLJ la ®®® Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE GRADING,, DRAINAGE, & EROSION & SEDIMENT CONTROL PHASE II DEI PROJECT NO: 50100451 SHEET NO. I ®®Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com F. � -PAf N M KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1" = 20' REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY TITLE CLG FCP DMK GRADING,S�TT^^ DR1NAGE, & EROSION & SEDIMENT CONTROL PRASE II DEI PROJECT NO: 50100451 SHEET NO. 9 P'to0 4 Va®®®-09 " 1 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com 0' 20' 40' HORIZONTAL SCALE 1"=20' 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 1007. DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description C LG APPROVED BY FCP DE1 PROJECT NO: 50100451 t IMF 81,1a11, n Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax:804.290.7928 www.dewberry.com 1 b� W Mid � b�l �i 0' 20' 40' HORIZONTAL SCALE 1"=20' 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description C LC APPROVED BY FCP DEI PROJECT NO: 50100451 -Wy 81-�Oltl p vto 6®®®AUvwmarry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com k� V1 � T� V1 V1 O F�d SEAL' KEY PLAN REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DIVK TITLE WATER LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. 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ACO 1 REVISION 4 3 05/10/19 ACO REVISION 3 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS I No. � DATE--] B 7Y Description DRAWN BY CLG APPROVED BY FQP CHECKED BY TITLE WATER LINE PLAN & PROFILE DEI PROJECT NO: 50100451 29+00 29+50 0 30+50 31+00 31+50 32+00 —Tm p 8130 1 I n I I 1 r` wei t`i®l Wlqk ®ji Aft �e®®®��Liawberr l®®, Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804.290.7928 www.dewberry.com KEY PLAN REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/1O/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/16 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE WATER LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. ®®�mewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 20 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 -www.dewberry. com KEY PLAN REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLESANITARY SEWED PLANT & PROFILE DEI PROJECT NO: 50100451 SHEETNO. v � P I D e w la- e r r ®®® ", y Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax:804.290.7928 www,dewberry.corn F. 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KEY PLAN REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/16 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE DEI PROJECT NO: 50100451 SHEET NO. Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com CA M h�l I�R CJ I M®4 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description C LQ APPROVED BY FCP DMK i DEI PROJECT NO: 50100451 i I 1jdaw erry 11 9 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com f� �T °J 1 U �d k�l F� �i 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description APPROVED BY FCP CHECKED BY DIVK DEI PROJECT NO: 50100451 b IMF 9I3nlc� 1 1 2 3 1 4 m 5" TOP SOIL IN CONCRETE SIDEWALK AND UNPAVED AREAS BASE COURSE PAVEMENT PERa IIIIL..II DESIGN DOCUMENTS \ IIII ° a ETECTABLE Q =111I a \� I MARKING TAPE 4 ° BACKFILL (B.F.) DRIP LINE o z TI!Il a ° a WIDEN NEEDEDTRENCH ECH jAS 4' CHAIN LINK FENCE m = ABOVE PIPE MAXIMUM LIMITS OF " VDOT #9 BEDDING CLEARING AND GRADING L ` , L f PROPOSED GRADING o / L — l < ,< J < - / G 1I IIL L - < _ / L I 6" MIN. L _ L < MIN. 5' D 1 1 <Max. WHERE DRIPLINE IS ` LG - , < 1 GI -< LESS THAN 5' < UNDERGROUND ELECTRIC < 14 - CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF — DIRECT BURY CONDUIT PROTECTED TREES ,, 1 G G < G 3.33 o TREE PROTECTION BEDDING DETAIL L N.T.S. N.T.S. < L < < - 1-1/2" SM-9.5A t - , <1 G L L < 3" BM-25.0 SHALLOW - 4 G , < _ L, < 1 SLOPE ' 4 G L- < G 6" 21-A AGGREGATE o 0 0 0 o a ON SHALLOW SLOPES, L I L , - r D l 11 < ` 1 L <' - 1 L <L L <L STRIPS OF NETTING < / G L - - - - �- ' <, , G L < G < < y < 5 L 4 < L < _ COMPACTED SUBGRADE TO 95% MAX. /r Ma�TeETIaPPu�DEalcRoss < DRY DENSITY STD. PROCTOR PER ASTM THE SLOPE. L < y< L < D-698, METHOD D. (12" MIN. BELOW G < G G L1< ti , < / ' < L , < < G < L BERM ' SUBGRADE) ` < 4 /' WHERE THERE IS A BERM AT THE TOP /% < G < - G < , L OF THE SLOPE, BRING THE MATERIAL L > < < i" L cr ` G < OVER THE BERM AND ANCHOR IT BEHIND PARKING AN SERVICE ROAD THE BERM. STEEP PAVEMENT SECTION SLOPE ON STEEP SLOPES, APPLY PROTECTIVE N.T.S. COVERING PARALLEL TO THE DIRECTION OF FLOW f AND ANCHOR SECURELY. 6„ 6" a o o Oo O BRING MATERIAL DOWN TO A LEVEL 4�" NOTES: 6" 21-B AGGREGATE AREA BEFORE TERMINATING THE 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE INSTALLATION. TURN THE END UNDER REQUIRED. 4" AND STAPLE AT 12" INTERVALS. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. COMPACTED SUBGRADE TO 98% MAX. DITCH DRY DENSITY STD. PROCTOR PER ASTM FLOW 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. IN DITCHES, APPLY PROTECTIVE ENGINEERING ADVICE MAY BE REQUIRED. D-698. (12" MIN. BELOW SUBGRADE) COVERING PARALLEL TO THE 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. DIRECTION of FLOW. USE 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS. r CHECK SLOTS AS REQUIRED. i AVOID JOINING MATERIAL IN THE 6. REFER TO ACO S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. TYPICAL A®� L TI s CENTER OF THE DITCH IF AT SLOT DRAIN DETAIL K200 — KLA SIKD IN FOR EXPOSED CONCRETE PAVEMENT)�! ALL POSSIBLE. N.T.S. 3,36 : TYPICAL ORIENTATION OF TREATMENT - 1 SOURCE: ACO N.T.S. (SOIL STABILIZATION BLANKET) N.T.S. _ ._ xft ,. V,•. , w wreNy¢.ucuum r¢Y¢ w enr¢xswixavcsx �wr.-Y..s ivienrYsx¢.. .. r¢ :.,.•,. ¢r¢a.w.usf¢ eaddeu¢x a ¢'¢'-' wmau wi¢ �.wxrw.saoces✓.>t<✓.ececv uawYaw a xr vrw 4, ...roeaa_. �°: u¢ w�......... suuY,.w 4 I '�` , 'r,� ai.*"' - ' ,„�s.� ".�tTµ . i ; as�•�°a?ma x '„, ,, D.. ,..»,. �„ t 4� . .4"r"i�'��Z��n»r��?i�-" rsi��>s¢ �s $x.; � "�$I '�,'�Y,`.�:sYi%` �?�'�.T,r�i.,s E .z ��; .:edk" ;�, "• 20 S N [m UWAVW SURFAM LOAM AND SEM ASSPECIF.10 '»» %IM I '�'X }}gg� R T , SEE NOTIE 6 Al � rt SURPAP9 arm, MIS P AVEMEW PATCH ` w PE and STEEL PIPE CONTRACTOR SHALL APPLY DETAIL FOR HDPE PIPE ADJU.8TA8LIEVALVt50XW1C0VER AND ROUND WE f 8WHAM TAYLOR RG. NO. 3 z aCOM MA*01W. 1 SL-t PROVIDE 12" #4 BARS SEE NOTE 2 BELOW AT 12" Q.C., DOWELED 1' MIN. 1' MIN IN EXISTING CONCRETE. 6" GREASE SLEEVE SHALL BE PROVIDED ° IN NEW CONCRETE ; ° a ' ' '�' PATCH. °� a , CONCRETE (THICKNESS UNKNOWN) " ' SAW TO NEAT EDGE PRE —MOLDED JOINT FILLER TRENCH SIDES SHALL BE t'V,t FfJ iit SHEETED AS REQ'D TO KEEP�� II�k o TRENCH WIDTH TO A MIN. COMPACTED VDOT #10 STONE/ GRAVEL DUST ---EX. GROUND ,�®®®�� `®®!' Dewberryo TYPICAL t" - UNKNOWN Dewberry Engineers Inc. THICKNESS OF ASPHALT 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.corn 21A SUBBASE (10 DEPTH FOR ROADWAYS/6" DEPTH FOR PARKING AREAS AND SERVICE ROADS) GRADED CRUSHED STONE BACKFILL, VDOT# 21A - BURIED PIPE CONCRETE PAVEMENT ASPHALT WITH BASE NOTES: 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING SUB —BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND RECONSTRUCTED AS SHOWN. 2. REPLACE ASPHALT PAVEMENT WITH 3" BM-25.0 + 1.5" SM-9.5A + 10" 21—B FOR ROADS OR 1 1/2" SM-9.5A + 6" 21—B FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL NOT BE LESS THAN 1.5 X C. 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER. PROPOSED CHILLED WATER SHALL HAVE A MINIMUM OF 4' OF COVER. 4. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. 5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES PAVEMENT REPAIR DETAIL 5" MIN. Tui('I/ WALK 35 28 DA' WWF 6X6-W2.97 W2.9XW2.9 2" BELOW SUR /Fna DhRs 0 c"• C-C TUP, I I I N.T.S. -1 GRADE IVIIIN. COMPACTED AGGREGATE BASE, VDOT 21A ON COMPACTED SUBGRADE. SIDEWALK ;TR1:rn,RF aEZE, AND WALL VAR1E5 15 PARS p a•' C-C TYP• SECTION A —A SECTION IB-B s,clTrs, �- T?iF. STkNCJAIp `AFETY SI,AF IS TU'1;3E USE.) ON'.Y WHEN SPFCIFIfV W THE Ko*4i ON THE DRMNA,GE `'J.411IA,9 d SHEET AND/C'R. mE DRNNA GE EESCR;PTz0,A_ FOR WNHOLES, iU G"flsJ4 0OXES, AND DROP iNLETS WITH NEIG'I Ta 6=tEAv.IER THAf� s2 FEET -HE SPA;,:;NG Of ADJACENT SArEtY SLAB` SHtV L LE S' TO 12' VI°Tk N1 SAFETY SDfs LOCATEB WITHI;. 5 FEET Or the TOP OP7. BOiTOha 65 IHE SIRUCTllKE- SAPLTY 8LAGS SHALL NOT i LOCATeb 6. LOW ANY INLET PIPE OF 30" OJA),ETER OR QREATER. 2. n-E COS' CF T,4E Si- {S INCLUDED DI lEiE CGS' OF TI4E SIRU;TURE. SEE CAST IN PLACE );FdVI'JGS i Ji FtJ?;HzR OF,PitLS 3, ACCESS CjPeMNG;, ARE TO BE 5TAGC�NEB MOM ONE SIDE Or tTRUCT;3RE 1.0 ILtE OTHER WHERE I-PPLICASL E. 5T�:P5 ARE TO HE STAG�tENED ACC6ROtNGLY- S B*S +3 $" C-C TYP. C/t 4, 3A ETY SLFA mj�tiy BE GArr Ih]-PLACE G.R PRECAST. 17A7T-tN-PLA4CZ CON-RETE TO l r �# CLA:;S A3 (,)(IOU PSI). I'gECASTCONCHFIT IS TO 8F A4 C4000 PSO, RtiiVejRvNl� STEEL tO SSE IN r.CL[J J'E viol, 0151itlj ,., ,I. ACCESS OPLMN:S%EAY ?= -30" OlAkiz-1EIz OR 3G"'SQUARE. Vfiwi ,a `'Trp?UGTURr W;DTt-' `S LESS THF:a 30" THE ACCaSS fJPEN:NL: 51-101,L BE FEr•,T44fiuLAR STR'JCTVFE WIDTH UY TYPICAL PRECAST UNIT XV TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, R040 ANSI HFIwIC{. S:TAtipARDS MANHOLES AND JUNCTION BOXES 4HEET 1 rf 1 REVI�i;J=; GATE 3C2 1401' VIRGfNIA II PARTMEN OF TRAN5PORTATICM N.T.S INIMMUllb11120l SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06 20 19 ACO VI RE SION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY D M K TITLE �ry T �y VO�s S Yr� RUCTION DETAILS DEI PROJECT NO: 50100451 0 0 Ff 0 c F TOP OF CONC BASE UNDER HARDSCAPE CONCRETE SLR 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 1 /4" HEAVY DUTY MODIFIED FRAME & COVER HS-20 RATED WITH 24" CLEAR OPENING p L� w 0 o ( SEAL JOINT (TYP) SEE SPECS 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 I " MIN./3" MAX. 9/16" 1/4„ 10" 8 " MIN. SWEEP WYE OR SANITARY WYE & 45' ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER 9/16" 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 MAI N 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. 7 1/2" 2" 1 ,.» COVER DETAIL BOTTOM VIEW OF COVER 3 8' 8" / loll NOTES: O 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON —PENETRATING PICK HOLES. A A 25 3/4" STORM SEWER "_ k-a— 7/8» ILLEGAL TO DUMP WASTE PRODUCTS DRAINS TO BAY 1 1/8 4,> — 5" 24" 5" O MINIMUM TOP 4-1"0 BOLT HOLES SECTION A -A COVERSTORM FRAME & N.T.S. PRECAST MANHOI RISER GROUT JOINT GASKET (SEE SPECS) rnr+Tr�nv nnnE irn )TES: JOINTS FOR ALL aNHOLES, YARD INLETS, AND ZECAST STRUCTURES SHALL BE )NSTRUCTED ACCORDING TO 11S DETAIL. GROUT JOINT FIELD APPLIED BITUMASTIC OVER GROUT AIDI� JOINT IL N.T.S. 12" OF ADJUSTING RINGS MAX. NOTES: ADJUSTING RINGS REQ'D WHEN 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. NECESSARY TO MATCH GRADE. 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK MIN. 2 BOLTS REQ'D TO GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE SECURE ADJUSTMENT RINGS TO WATERPROOFED USING BITUMASTIC WATERPROOFING. MH (TO PREVENT HORIZONTAL 3•) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL MOVEMENT). BOLTS TO GO THRU BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. RINGS AND FRAME. 4.) PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478. 5.) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4' IN ACCORDANCE WITH THE LATEST O.S.H.A. REQUIREMENTS J � 6.) THE BOTTOM OF ALL STORM STRUCTURES SHALL BE SHAPED IN ACCORDANCE WITH 2'-0" --� 4 VDOT DETAIL IS-1. a HALF PLAN VIEW ° n n N r� ° € 4. °--a- ° RUBBER COATED° STEPS n n CAST -IN -PLACE A °& 4'-0" BEVEL 45° n n 4 °a a ° PRECAST REINFORCED ° CONCRETE SECTIONS WITH "0" RING SEALS ° --- ° I A FILLETED INVERT FOR A a SMOOTH TRANSITION OF FLOW ' a BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED ° ° a° ° FLEXIBLE °e 4' ° ° ° CONNECTC CONCRETE MIN. 6" BEDDING FOOTING DIAMETER= 4'-8 + (2 x WALL THICKNESS) WITH NO.68 STONE SECTION B—B PRE —CAST CONCRETE (WITH FRAME AND COVER REMOVED) i L DETAIL N.T.S. '�' �4� E:" �4+e'E'TER:. 'vi=REN DIFFERFNT 517f:5 QF PPE! ARF EW QIJN TF.RED_ N') Tf S; S Irae, OF 1tANHQLE AND 4,1LET JNVERT_ :P1 A C:QRD.ANCF 01TH "HIS DReRW3N" €a 16 0-i`LY O THOSE s;TRrCTIJRES S$5ECIF:EL UN f-'LANS Gk WHERE IP4VLR e OF PIPE IS AOGVE It-NERl OF 5 T5UCT:JRE. `x SUCtPE TO DRAlr4 TQ €NVFRT OF OUTL_FT PIPE SECTION METHOD OF TREATMENT IN DROP INLETS SLVP4 TO ❑RAI:* 1 INVFRT OF 6UTLET P!P£ €>�A 40LE CR t P,O INLET t: TO BE t GRMEC) p 40-Cf)'a�T.4UC'TEFS ! , / ���` % e b N, ACCOR'DANCE W:TH APPL;CABLE STf41DPPD OR SPEC-4k DRAWING. iH- INVrhT '5' APliiG AS P"1r sAILEsD HE.4`:1=G'N IS rO CON5,:.S, GP A POATLPNG CEMENT N15X TO ,''LASa A3 OR 49 C€_,A ,5 C1, FXCEPT THAT 25/ OF COAf? ;E APIvRE9A.TE MAY BE a. UP TO 4" IN DIAMETER A:40 C0 '5i5T OF 5TCW, FiRCs€`EN 0iiICK, f��C110EN OOiNf:FiTE OR BROKEN GChdGRETF BI,f}eit, THE SL:F?FAO'E {; RF LEFT SMOOTH DY 6dE INS QF HPUrD TROWELLIN,a_ NoiiE I f OF THE ri�ARSE FOG tLOi,TF S1ir LL RE NN L;trOSEO, G?.TAIJ,.5 OF INIVFRT SHAPING .A5 .:HQ�VN HEREON isRE F70R "AMP'.F � a P+jP'POSFS QN,.Y, F;AyH VANe�OL.F, ORDPOP INLET is TO EE -N4A D It1DIVIDI.FALLY TO BEST FIT TP:E PART012LN9 INLET AN-D OUTLET C`O'�PIGiF T:fisPl ANJ FLO,* XVDOT P.JAD 94', Egli GF `aTAK16T7Gr S FET 1 :JF 7 EVIS40;4 D«TE 1,76-0� H2O LOAD RATED COVER AND FRAME, STANDARD 4' MANHOLE. SEE WATER MANHOLE FRAME AND COVER DETAIL. MINIMUM TO SPRINKLER RISER AT PROPOSED TENNIS BUILDING BUILDING. SEE PLUMBING FOR CONTINUATION. 1 /4" PER FOOT SLOPE -- t 3 iu T_ CHECK VALVE W/BALL FIRE DEPARTMENT CONNECTION OR FIRE DEPARTMENT VALVE. CITY OF CHARLOTTESVILLE C&O THREADS REQUIRED FOR FIRE DEPARTMENT CONNECTION 24" 3' — 0' THICK X 18"0 CLEAR NO PARKING IN Fl" CONCRETE SLEEVE FRONT OF FDC. I 1 F t 1 r I I 1 E 1 I ROADWAY . ...E • E f � E IE .._I i_..,...,.,I � E C b 3 .,,,,,, d� i• 5 4 ��'4 -�k 4q F0—RING GASKET Ill CONFORMING 4' MIN. TO ASTM MECHANICALLY C-443 RESTRAINED JOINTS 6" D.I. PIPE (SEE SPECS) PRE —CAST CONCRETE SECTION DRIP VALVE AND CONCRETE SUPPORT. #57 WASHED LOCATED BALL DRIP AT NOTES: STONE LOW POINT IN LINE IN ORDER TO DRAIN LINE 1) ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT. AFTER FIRE EVENT. 2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING. 3) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 4) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 5) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6) FIRE DEPARTMENT CONNECTION SHALL BE 5' CLEAR OF LANDSCAPING. 7) PRE —CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN ACCORDANCE WITH AASHTO M199 AND ASTM C-478. I N I N.T.S. O NOTES: 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON —PENETRATING LIFTING BARS. A A 25 3/4" O WATER O 7/8" 6 8> 1 1/8" �I 5" 5" 5» MINIMUM TOP 4-1 "0 BOLT HOLES SECTION A —A WATER FRAME & COVE N.T.S. Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804.290.7928 www.dewberry.com Z F�=1 r 1 U i �1 SEAL , ICEY PLAN SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRANVN BY CLG APPROVED BY FCP CHECKED BY D M K TITLE CONSTRUCTION DETAIL DEI PROJECT NO: 50100451 1 (I) D1�3A,3B,3C CVMAMC1nM InNUT , 21-011 1 I EXPANSION KEYED INLET JOINT CONST. BARS _ --BACK OF SIDEWALK / JOINT`, Mr.�i. �,�1..d>•i raf.✓f•rr+- ^►7 t•i ►�►1 �7>•f� - -> ` 0 0 man oil mom am iwil.gr.---•.�nr'nr>, TARS - BARS F BARS E 6.- B ci - *3" DIAMETER 14_EBARS E WEEP HOLE FRONT ELEVATION OARS F all 11_G1, �" BARS B - (GUTTER REMOVED) 1t/�I, 3'-V011 5xt/�" BENT PLATE -SECTION B-B WITH - > a /4 R '.. L2t// 11 I 11 I 11 TYPE A NOSE DET SHALL BE USED I CG 3 & CG-7 STANDARDS. ;• ;;' GALVANIZED /4 TYPE B NO DET � SHALL BE USED WITH CG 2 STANDARDS. TYPE A TYPE B V211X 411STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 21 C-C. CONNECTORS AND IS TO BE ANCHORED WITH %2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. f17,'-: APPR.PAVEMENT DI-3A DI-3B t L _1 DI-3C L -WARPED PAVEMENT a I a 1 _ 104.09 1 /2" MAX A( L CASTING SHALL BE ADA COMPLIANT WITH 1 /2" OPENINGS 4' MAX PRECAST CONCRETE DRAINAGE STRUCTURE INLET SHAPING PER VDOT IS-1 NOTE: HS-20 RATED TOP SECTION A -A N.T.S. INLET GRATE FRAME AND COVER. SEE DETAIL THIS SHEET. BOLT FRAME TO STRUCTURE 18" SQUARE ADA GRATE (SEE DETAIL) FLEXIBLE BOOT CONNECTOR STORM PIPE, UIMLIVJIUIN SECTION VIEW TOP VIEW 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. SEE MANHOLE JOINT DETAIL. 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 STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478. 5.) NO CONCRETE SHALL BE VISIBLE AT THE GROUND SURFACE. 6.) PROVIDE INLET SHAPING PER THE VDOT STANDARD METHOD OF SHAPING MANHOLE AND INLET INVERTS DETAIL (IS-1). MIN. 6" BEDDING WITH #21-B STONE lr' T DETAIL N.T.S. GRADE TABLE OF QUANTITIES DI-3A,3B,3C L AREA OF REINFORCING STEEL TYPE SLOT Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yda. No. Lin. Ft. ( No. Lin. Ft, No. Lin. Ft. No. Lin. Ft No. Lin. Ft. No. Lin. FtA No. Lin. Ft, Lba. DI-3A 21-611 1.15 2.26 - - - - 1 5'-711 3 31-2" - - - - 6 -0" 22 4' 1.83 2.59 5 1'-61, 2 6'-7" to W-1011 3 5'-7" 3 3'-2" 4 11-fill 3 1'-6" 4 1'- 64 " 11 6 2.75 3.02 5 3 -6 6 3 - - - - 3 5'-7" 3 2' 4 3'-6" 3 1 6 4 11 011 111 B. 3.67 3.46 5 5'-6'° 10 I_ 11 tO _ II 3 5'-7" 3 3'-2" 4 5°-6" 3 1'-6" 4 1'-0'° 158 DI-3B 10, 4.58 3.90 5 71-6" 14 W-7" to W-10" 3 5'-7y" 3 Y-2" 4 7'-611 3 P-61' 4 _ !! 204 12' 5.50 4.34 5 9,-611 18 61-711 to 61-1011 3 5'-711 3 3'-2" 4 9'-6" 3 1'-S" 4 _ 251 141 6.42 4.78 5 22 - II _ II 3 5'-7" 3 Y -211 4 11'-611 3 T-15" 4 _ II 298 16, 7.33 5.22 5 13'-61' 26 6'-7" to W-10" 3 5'-711 3 Y-2" 4 13'-6" 3 11_611 4 _ II 345 18' 8.25 5.66 5 15'-6'1 30 -7" -10.1 3 5'-7" 3 3'-2" 4 15'-6" 3 11-6" 4 - " 391 20' 1 9.17 6.09 5 171-610 34 W-7" to W-10" 3 5'-7" 3 31-211 4 17'-6" 3 T-6" 4 1'_Cp438 61 2.75 3.01 10 T-911 4 W-71' to W-1011 5 5'-7" 3 Y-211 8 11-9" 6 11.61, 2 _ 11 111 B. 3.67 3.45 10 1 21-9" 8 1 W-711 to 6'-1011 5 5'-7" 3 3'-2" 8 2,_9 " 6 11-6" 2 -01' 158 10' 4.58 _q&9 10 3'-91, 12 6'-7" to W-10" 5 5'-T. 3 Y-211 8 3'-911 6 T-6" 2 - i1 205 12' 5.50 4.33 10 4'-9" 16 6'-7" to W-10" 5 5'-7" 3 31-211 8 4'-9" 6 T-6" 2 _ !! 252 DI-3C 14' 6.42 4.77 10 W-9" 20 61-711 to 61-1011 5 5'-7" 3 3'-211 8 51-g" 6 1'-6.1 2 1'- 11 298 16' 7.33 5.21 10 61-A11 24 6'-T° to 6'-10" 5 5'-7 3 Y-2" 8 6'-911 6 1'-61' 2 _ 345 18, 8.25 5.65 10 7'-911 28 W-7" to W-10" 5 5'-7" 3 3'-2" 8 7'-9" 6 1'-6" 2 - 392 20` 9.17 6.09 10 8'-91, 32 W-7" to 6'-10° 5 5'-7" 3 3'-2" 8 8'-9" 6 1'-611 2 1'-0" 439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. 4 X 811 SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 1211 C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE 111-1111 DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. & 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR EST MATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH I%4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. n DIAMETER 0.03 ,NUMBER 4 MESW HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. IN THE EVENT THE INVERT OF THE OUTFALL 10 ALL OPENINGS L REINFORCIBYS2IEEL 70 BE CUT CLEAR OF 19, ALL REINFORCING BARS TO BE05. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 of 2 F7STANDARD INLET 233 1211 ®3011 IPE: MAXIMMUM DEPTH () ' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 METER NOTES: 1.) ANCHORS SHALL BE INSTALLED ON GRAVITY SEWERS WITH SLOPES ABOVE 20%. 2.) FOR STORM SEWER APPLICATIONS, CONTRACTOR SHALL UTILIZE BELL AND SPIGOT DITCH REINFORCED CONCRETE PIPE. LINE MANHOLE WALL SECTION A -A N.T.S. ANCHOR EXTENDS INTO SIDE OF DITCH 12" MIN. VARIES PIPE 3000 PSI CONCRETE'F PLAN 0 SPACING SPACING SPACING 0 °z PIPE N a o ANCHOR NO. 1 AT z FIRST JOINT ABOVE SPACING Ajp MANHOLE. 20% TO 35% NNOT OVER OT OVER 36' F eF���Nc a` WALHOLE 35% TO 50% 12" MI o 50% OR GREATER NOT OVER 16' z S�OpF PROFILE a TI 2" MIN. a N.T.S. END -SECTION " R 60" PIPE ALTERNATE END-� E T 1,0N 12'- 60" PIPE E� , '1 HUB END ON a.UTLET DI•L'-EECTIQNS ,SPIC=CST ENC Ora INLET ENCI ;ECTILIN HIA MD ON QIJTLET UM-SE_CTIDN5 SPsGgT END Ott INLET tNU-5ECTi0N r.-- X Xd f x l CU`.CFE1£ TO' BE i4 �- CONCRE1E TO BE sr r i 4 GIGO P51 M11 Qa IdJ, E- _ _ _ _ _ 4GG0 PSI M11NAaUM _. PLAN PLAN C 13 G?aMc7ER € 4 3 H EehMLTER >7FmiPF I}F F IP£ gyp r p 6Pr� fiP, �Tl:EL tp, _ 18RIC J ! 5TEE[ FA6R1G ftEItdFGRG£idEttT 1. RE}�Fs�Efa*-- -- -------_ Q i\ 1 E PAY .UNE ENS:} VIEW SECTION X-X END VIEW SECTION X-X END METER NOTES: 1.) ANCHORS SHALL BE INSTALLED ON GRAVITY SEWERS WITH SLOPES ABOVE 20%. 2.) FOR STORM SEWER APPLICATIONS, CONTRACTOR SHALL UTILIZE BELL AND SPIGOT DITCH REINFORCED CONCRETE PIPE. LINE MANHOLE WALL SECTION A -A N.T.S. ANCHOR EXTENDS INTO SIDE OF DITCH 12" MIN. VARIES PIPE 3000 PSI CONCRETE'F PLAN 0 SPACING SPACING SPACING 0 °z PIPE N a o ANCHOR NO. 1 AT z FIRST JOINT ABOVE SPACING Ajp MANHOLE. 20% TO 35% NNOT OVER OT OVER 36' F eF���Nc a` WALHOLE 35% TO 50% 12" MI o 50% OR GREATER NOT OVER 16' z S�OpF PROFILE a TI 2" MIN. a N.T.S. END -SECTION " R 60" PIPE ALTERNATE END-� E T 1,0N 12'- 60" PIPE E� , '1 HUB END ON a.UTLET DI•L'-EECTIQNS ,SPIC=CST ENC Ora INLET ENCI ;ECTILIN HIA MD ON QIJTLET UM-SE_CTIDN5 SPsGgT END Ott INLET tNU-5ECTi0N r.-- X Xd f x l CU`.CFE1£ TO' BE i4 �- CONCRE1E TO BE sr r i 4 GIGO P51 M11 Qa IdJ, E- _ _ _ _ _ 4GG0 PSI M11NAaUM _. PLAN PLAN C 13 G?aMc7ER € 4 3 H EehMLTER >7FmiPF I}F F IP£ gyp r p 6Pr� fiP, �Tl:EL tp, _ 18RIC J ! 5TEE[ FA6R1G ftEItdFGRG£idEttT 1. RE}�Fs�Efa*-- -- -------_ Q i\ 1 E PAY .UNE ENS:} VIEW SECTION X-X END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DSA'METER A, 5 C C F .�: 4...Q„ -- • A q, 5 �„ �,,,D.. p•9" 4 � 3 .. 2.7" jG 30" 1'-D" 4'•S" 1'-7 33" 1'- 4'-4ny2'-��5'AT. 51_3" 2'-14 42" 1'-91, 5'-3" 2'-11" 54" 2'•�' 5' 7'-b" $._T„ END" SECTION DIMENSIONS Fir£ DIA�1E1£R A B C U E 12" i4„ 21-4"' 41-11, 1'• 2 D„ 15" S" 2'-3' 3'-t0" �' 3-6, 27" 301, 1-_D„ 4'_E:. 33" 1' 1 t'-1Gy" 3'-3 a" 04" '-5" 2'-10 -1", U•.D" 42" 9" 5' .i" 2' 1r" 8' 2" 5'-"c" 54" 2'-a"" 5' S" 2-11' F,'-4" 7, 6" 1_0110r'H CF PIPE - PAY i'iNc NOTES, PIPE iEf•1GTHa.5H04'!ht OSr PL.t'tS ARf, BASED 07. Ft1G S£CTI N DESSC;t•1 HQY1P2 ON THE LEFT. tf .1HE COtITRA,';TJR:ELECTS 10 U5E THE ALIzRNATE T]EedGti SHOWN ON DCF CULVERT THE GIFFERFNCErtNaDAF.WILN,1.0jt "0". Q EY 51~OPE DETAIL F,U,WIGA:I ION R ra_r.r r FL ABED END SECTION �`� ' RGh� E�t6'8R1DGF_ STMIDARDS Sot 12" 60" CONCRETE PIPE CULVERTS tevrslor•r pArL 5HEE1 , r VIRG!NEh Qf�p tmrd tr tFif,N5�ORTATI�^� 1i}g:J3 1" E- L.Aj 6d'I,f SH,0Ci/, PAD IY7 d �' M i 1 •3.5 I t14 �?'�'drD, •� 1 T r S 1 tr' GEOTEYTILL OR :'ti Cj0 T #1 Ce ' S f ONE I It j ,�'a; 'I �' �•' ' "'�rrE',L r� C I'i i-1.�'4'I I'� y _ t u f ry I• 11•'4 S -TALLER r B Y 61T $ c��ik9T�;{.RTE? T )r,J F 1 - '•ti PANEL I PW e i1 ~�"'� VIDE X' V' p I� 1.0VP%NE_ GF_ PIPE e y 0 F-t,RF0P�.�=I�J4, 0 HPIPE TUFF TYPjr',AL ..UW'DF_PjBA-.N TRUICH SECTIQU GY�,2THE-rrC TURF FJELD DETAIL NOT T0 SCALE ]' A I�] FL R A31`1 T I E WHOLE LE TRt_' MH' 80TT01M ':AND S-JIDES c �-2's- 4F mmeluvberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Ci P� � q V i r C11 U rT� SEAL As .. ONA KEY PLAN SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 i 2 I 3 I 4 5 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL ®®®iiewi3erry r 0 �1 1" TYPE SOFT COPPER 1"A'x1' TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND C04 101 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R ^'?MPRESSION x 3/4' MALE PIPE COUPLING IPPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE YAiERE AN IRRIGATION METER IS NOT PROVIDED. IE ERSETIER rcevssnnv TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) N TS FIG. W-6A 4" DIAMETEF AND VALVE WATP"R TD-10 \/ApIp'C —RESIRAINLU JOINT FITTINGS ON—LINE (TYPE "B") M.J. PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK � METER BOX (SEE FIG. W-7) VALVE BOX - NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY N TS FIG. W-8 - TD-19 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" — 2' (51 mm) LETTERS (RECESSED FLUSH) (2} CLOSED 2 HOLES 1 1/2" [38mm] T (2) CORED PICKBARS 1 1/8' (29mm) DIA BOSS 27 1/2' DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7' [667mm] �I [178mm] 26' DIA 1 1/2' [660mm] [38mm] VZA 1 f4a (6mm) DIA �� 3 1/8" J��24"DIA NEOPRENE GASKET ` ("79mm [606mm] ' L 28 7/16" D� 5/8" ] I"� [722mm] [16mm] 23`° DIA [584mm] 36" DIA 25' DIA [914mm] [o"35mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION TYPICAL MANHOLEFRAME & COVER N.T.S TD-29 FIG S-I-D WATER MAi rCGJ I mmw4tU oumi I r-I I I IIVIiJ S►L . i 1 TO METER BOX (SEE FIG. W-6A THRU W-7E). _ I IES _� 2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE N TS FIG. W-6C FRAME & COVER (SEE FIG. S-1—D,E) it O N TD-12 STREET SURFACE OR NON —PAVED AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL e I STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED d CONCRETE SECTIONS 12 MIN "0" RING SEALS a1 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0 FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH of FLOW CONCRETE FILLETS ° VARIES CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING — SEWER. :a °• a a. A FILLETED INVERT FOR A SMOOTH �y 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S—I—A TD-25 C METER SIZE DIMENSION A DIMENSI❑N B DIMENSI❑N C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN, 10' MIN. 4' 5` MIN, 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES I I I ( I I I I I ( I LIFT HANDLE I----------------- TYPICAL. METER VAULT N,T.S, FIG. W-7A TD-14 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / I MAIN LINE 2' MIN SALT TREATED FINISHED GROUND 2 x 4 MARKER 'L SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 SIDE VIEW 75' DIAMETER DRILLED i❑LE FOR TOUCH READ 1NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH 44" MIN. - 36" a. 1S MIN. ° 17.5"a s ®� 37" MIN. a 4 12" MIN. WINGNUT LOCKING ASSEMBLY a, BYPASS 4. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) N TS FIG. W-7B � •.. ao•'. d• a a •�m ° e a, ° B" MIN. i 17.5"--'-----®-� 6" MIN. q • d 4 a '� I s D" - I TD-15 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCRIING NO. 68 STONE — BEDDING 6" r1'tcax 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED- 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 TD-32 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com KEY PLAN SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACID REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 � ���� ������ �� �����M�����J� J� y VON � �� JUNCTION BOXES TRANSFORMER PADS' PEDESTALS, ETC SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES | 1 | � WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY — 20' MINIMUM WATER & SEWER ------ 30' MINIMUM w SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 989 TO THE RIGHT OF WAY. UTILITY |[1/��T|(lN� �� ����k��NT ���TA� .//.u/ / `—`/^^r`//`,/v.^ u� �—,``/u..u.. ,".�/.//., NTS FIG, W-1 0-1 FINISHED GRADE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 6" BEDDING #68 STONE SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 81I B., MIN. #68 STONE GRANULAR FILL AS APPROVED BY NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS TRENCH REDUCER UE 2500 P.S.I. CONCRETE THRUST BLOCK -________________ ________________ UNDISTURBED SOIL / 8" MIN. PROFILE VIEW UNDISTURBED SOIL EDGE 24!' MR OF TRENCH REDUCER 2500 P.S.I. CONCRETE THRUST BLOCK----w' UNDISTURBED SOIL — EDGE [L_�1— OF TRENCH 24!' MIN. 4 — NOTES: N ° NOT TO SCALE ° NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. * 3` MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. ^ 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED S0|L, OR AS APPROVED BY THE ACSA. ° CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. o THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK | NTS FIG. W-3D FOR ALL BENDS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. 1.THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. cL 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 | NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 7 CU. FT. VALVE BOX 4LE N G OF BIR TH #68 STONE VALVE � TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A RU_ IN ADDITION TO POURING oowomsTE A STEEL PILE SHALL BE USED As ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE Or CONCRETE. 2. MAINTAIN x ot/u MIN. Covsn FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) n. nm|SHco GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. x. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. nnc HyoxAwTs SHALL BE |wSn\LLso AT LOCATIONS Nmcns WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF nEQu|nEn TO BE IN WET AREAS, THE WEEP *ouss SHALL BE Pu000co AND THE HYDRANT SHALL BE PUMPED DRY. IRE HYDRANT ASSEMBLY DETAIL NTS FIG. W—J Top View " 8 MINIMUM |�|MUM MINIMUM 4.4 NOTE: RESTRAINED JOINT FITTINGS. Side View — — — — r4 Certification of 95% cornI5action required -W4 Galvanized Steel Beam, 3' min. penetration into undisturbed soil , or as approved by the \� TYPICAL THRUST BLOCK IN FILL AREA || PLACE 5' GALVANIZED ^ VNTME53 ^ POST WITH CAPPED ENDS PANTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAYBE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL | || F|N|3HED GRADE 01 --| '^ ADJUSTABLE VALVE BOX W/ UD | II / A M.J. GATE VALVE 250O�S.|. CONCRETE THRUST BLOCK 2� 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (0) INCHES ABOVE GRADE. TYPICAL CATE VALVE | -- NTS FIG. W-38 ASmA36AND HEX NUT ASTM A568 (TYP) uwo|STuxoso SOIL (TYP) f—WATER MAIN PLAN 'nuASuA—o ouwcRETs MIN � ELEVATION UNDISTURBED EA RT SECTION 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. cowTnAoron SHALL swoonc THAT THE COLLAR BEARS AGAINST UNDISTURBED ou/L FOR THE MINIMUM o|wcwsmw sxnww. o. o/wcws/owo sxoww acnOwu THE Tncwnx w|cox ARE xaooLurc w/w/wuw. IF THE n*cwox vmorx Is mmncn oun/wu nowsnRuormw. THE :ouLAn u/mEwamwa SHALL |wcRmsc mCCoeo/wucY. CROSS ANCHOR RESTRAINTS FOR VALVES mn Fig. w—oo COVER LIFT NOTCH WATER CAST IRON LID � NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TY[]|/`�| kJ�T��� �[ly��� TYPICAL /�^r`�_ w/�—/�—/` ���//��_�� /� /�w 1'' ��[T�[���\ \`�/�� --/ w/�—/�_/���/ ` ' ' NTS FIG. W-7 TD-1J Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite zon Glen Allen, vA zaoov puooe:xo*zxn.ry5r eur:uo4.2oo.7pzx wwn.ue°uerry.uvm I. W4 REVISIONS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK | TITLE CONSTRUCTION �'����������J�^�/v_��� DETAILS D8lPROJECT NO: 50l0V45l SHEET NO. -TPA? V(solm C5.06 11 101 I 91 e 11, 0 N m 4" 2"R 771,11, L a jO 4 6„ q a d a a4 ° 7" dQ I 6" 2'-0" THE BOTTOM OF THE CURB AND GUTTER THIS AREA MAY BE MAY BE CONSTRUCTED PARALLEL TO THE CONCRETE AT THE OPTION SLOPE OF SUBBASE COURSES PROVIDED OF THE CONTRACTOR A MINIMUM DEPTH OF 7" MAINTAINED. 6" #57 VDOT NOTES: STONE BASE 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. 5. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 6. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. '1 CURB & GUTTER ) 4" 1 " RADIUS a a N.T.S. ° 1,> 12„ 13 2 a ° 4 SURFACE ° 24" a a MAX. ° a � a - ° ° BASE ° a a 4 ° d °d- SUBGRADE 12" 6 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 4„ 1 " RADIUS ° 12" SURFACE 24" MIN a \ `a BASE a I I SUBGRADE NOTE: 6 1. CONCRETE SHALL BE CITY MIX CLASS A 3500 PSI. STANDARD 12" CURB - 6" WIDTH N.T.S. CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) p GENERAL (COTES: CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 81 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ! 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG THE RAMP FLOOR, -DEPTH FLOOR. PERPENDICULAR BOTH SIDES OF MID OF RAMP MINIMUM CONCRETE COVER 1�/2"• 8. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. , � �,,�.,� r p�`' �' v� ` 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12.1 MAX ' AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED `WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL A FACILITY THAT 1l ' ACCESSIBLE ELEMENTS OF CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. << �fy �Y�✓ l! Y� c/lv`x ���iK{i� i N 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 4 �if ` ` �� _ 1P .1 MA THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS G 121 MAX ,Ez PERPENDICULAR TO THE CURB. 5. Nq{q� ;K )C I I_1 I_ I I-1 I lJT I I - I I III I I- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT _I' II_1i1=11�11h l 11H1= lli-1=1TIe l-lil-il_li I� lin \e'er -I - E- ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY `W' MIN.- A7 � 2" HIGHER THAN TRAFFIC)FOR CONCRETE DEPTH. � , EDGE OF PAVEMENT 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT >% >K , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR �RLLEL PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME n 1,6"-2.4'" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE �I 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I 0 O 0 O 0 0� -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH --4. $ 0 0 0 THE BACK OF CURB. O O 0 0 0 O 0 O 0 0- - v - 0 0 0 O O 0 0 0 0 0 0 0 8-- 0 0 0 0 0 0 0 LANDING RAMP 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Li 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50l. 65/. OF BASE TOP DIAMETER D€AMETER 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 DETECTABLE WARNING AT BACK OF CURB SEE NOTE 12. �] 0.9"-1.4" �- BASE DIAMETER I VARIABLE FULL WIDTH OF RAMP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUSDETAIL DETECTABLE ARI�I��l� DETAIL XVIIT CG-12 DETECTABLE SPECIFICATION REFERENCE WARNING SURFACE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT 203.05 OF TRANSPORTATION 502 2 A I ®® 3 TYPIAL -CULVERT ROUND I SQUUAREO12" , " I OR 8" MIN. OPENING ` (THROUGH THE MWALL----�- 7. W-0" L F SIDE VIEW SWIM DRAINAGE STRUCTURE '/a DIAa X 6" L G. HESIVE BOLTS '�W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL €1 PLACES. PLAN VIE (TRASH RACK NOT SHOWN) TRASH RACK (SEE STD. SWM-DR) SEE NOTE 6 METAL aeE PLATE U �a r DEBRIS RACK Uj CLASS A-3 CONCRETE TO BE USED TO FILL SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE, Y"x4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER. 2 „ y4" Y4 �- BOLT ZO4 f $)4 4METAL PLATE R y4 SIDE VIEW OF BOLT WELDED ON TO METAL PLATE SIDE VIEW DETAIL FOR DEBRIS RACK HOLDER z z co TOP VIEW TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE HOLDER DETAIL ABOVE) STAINLESS STEEL %" DIA. BARS 1 y�� 3/a" DIA. HOLE FRONT VIEW 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE SWM DRAINAGE STRUCTURE. 2- DEBRIS RACK MAY BE FABRICATED FROM WELDED 3/8" DIAMETER STAINLESS STEEL BARS OR 1/2" THICK HIGH DENSITY POLYETHYLENE. 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. 4. THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN HOLDER BOLT IS LOCATED ON THE METAL PLATE THE 1/2" DIA. BOLT LENGTH IS TO BE REDUCED 1/4 LG. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE IS TO BE GALVANIZED. z 0 I SWM-DR ■ Vol wromm TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) L ❑ ❑ L ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3BDIA� UARE 0 ES R MAk ❑ El ❑ [Ell L (SEE NOTE 2) _ ❑ ❑ ❑ ❑ El [EllL, MIN. _ 1'-Oy2" MIN. FRONT VIEW HIGH DENSITY POLYETHYLENE SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFICATION REFERENCESTORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTATION I NOTES. SWM_I 1. COST OF TRASH RACK AND DEBRIS FLACK € RE TO BE INCLUDED IN THE BID PRICE FOR THE STORMMWATER MANAGEMENT DRAINAGE STRUCTURE, 2, STRUCTURE MAY BE PRECAST OR CAST IN PLACE, SEE SHEET 2 OF 3 FOR DETAILS ON PRECAST STRUCTURE, 3, WEEP HOLES SHALL NOT BE PROVIDED. 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4'-0" OR GREATER ABOVE INVERT OF OUTLET PIPE. FOR STEP DETAILS SEE STANDARD ST-1. a. FOR DETAILS ON METAL PLATE, DEBRIS RACK AND TRASH RACK SEE STANDARD SWM-DR. 6. MARK HEIGHT OF STRUCTURE, IN BLACK, WITH 4" HIGH NUMERALS AND 1" WIDE HORIZONTAL STRIPES AT 1" INTERVALS FROM INVERT OF WATER QUALITY ORIFICE (ALL VISIBLE SIDES). 7. THE PERMANENT STORMWATER MANAGEMENT DRAINAGE STRUCTURE, STANDARD SWM-1 MAY BE MODIFIED WHERE THE STORMWATER MANAGEMENT BASIN IS TO BE USED AS A TEMPORARY SEDIMENT BASIN DURING PROJECT CONSTRUCTION, SEE STANDARD SW'WM-DR, SHEET 1 OF 5, FOR TEMPORARY MODIFICATION DETAILS, 8. THE SIZE OF THE WATER QUALITY ORIFICE SHALL BE SPECIFIED ON THE PLANS. ADDITIONAL OPENINGS IN THE STORMAIATER MANAGEMENT DRAINAGE STRUCTURE TO BE PROVIDED WHEN SPECIFIED ON THE PLANS SEE NOTE B 'HATER QUALITY ORIFICE SEE NOTE 8 r- BOTTOM OF STORM�WATER / MANAGEMENT BASIN APPROXIMATE QUANTITIES CAST -IN -PLACE CLASS A-3 CONCRETE TO BE USED. MAXIMUM DEPTH (H) TO BE PIPE ,SIZE 12" 15"' 1W" 24" 330" 36'® 42„ MINIMUM DEPTH H 5`0" V-31/A" 5'-6V2" 6'_1" 6°-7V2" 71`92" 7'-SV2 ° GU. YIDS. CONCRETE2.865 2.773 2.878 3.078 1624 3.437 3.598 €NCR€MENT PER FOOT OF ADDITIONAL DEPTH "H" " 0.461 CU. YDS. SPECIFICATION CAST IN PLACE STORMWATER MANAGEMENT DRAJI A E STRUCTURE MAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/10 1-14.01 S'1WM_DR NOTE, A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' x 2' CLEAR OPENING, SHALL BE PROVIDED ON ALL TRASH RACKS. AU'Ve HESIVE BOLTS WIW/FLAT MASHERS AND SELF LOCKING NUTS TYPICAL D PLACES -EQUALLY SPACED ON M1 „E„ DIA. B.C. SHEET 2 OF 5 REV 116.05 " Dewberry 11F Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804,290.7957 Fax: 804.290.7928 www.dewberry.com K,EY PLAN SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE t DEI PROJECT NO: 50100451 SHEET NO. SPECIFICATION REFERENCE 302 C5,00"mw QN! 6, Dewberry I Storm Sewer Design Calculations D a. w-h-, e LD-229 PROJECT: UVAF Tennis Courts COUNTY: Albemarle County DATE: June, 2019 ENGINEER. M. Ryan/ Dewberry Engineers Inc. OUTTALL TO STRUCTURE:--- 'IM=P%S0 R W0, (4) gmat) 7 i��i i:,: RAINFALL INTENSITY (IN/HR) SATURATION FACTOR Cf FLOW (CFS) (12) (13) SLOPE (FT/FT) DIAMETER Do (IN) CAPACITY (CFS) VELOCITY (FPS) MINIMUM VELOCITY (FPS) MAXIMUM VELOCITY (FPS) FLOW TIME (MIN) REMARK I ICR. AM, (5) (6) (7) (8) (9) (10) (11) (14) (15) (16) (17) (18) (19) (20) (21) (22) i2l, - Ell STM 12 STM 13 0.16 0A3 0.07 0.07 5.50 10 6.51 1.00 0,43 561.79 560.80 107.25 - - 0.009 is' 0.012 632 - 3.09 2.0 20.0 0.58 STM 13 STM 14 0,27 0.40 0.11 0.56 6.08 10 6.35 1.00 3.56 559.34 557.88 82.85 0.018 15 0.012 9.29 7.08 2.0 20.0 0.19 STM 14 STIVI 16 0.07 0.42 0.03 0.59 6.27 10 6.30 1.00 3.72 557.78 551.44 64.19 0.099 15 0.012 21.99 13.36 2.0 20.0 0.08 STM 16 STM 17 0.14 0.49 0.07 0.71 6.35 10 6.28 1.00 4.48 551.34 549.76 132.40 0,012 15 0.012 7.64 6.49 2.0 20.0 0,34__ STM 17 STM 28 0.70 0.50 0.35 1.65 6.69 10 6.19 1.00 10.19 549.50 549.12 43.73 0.009 18 0.012 10.61 6.85 2.0 20.0 0.11 STM 28 STM 29 0.25 0.73 0.18 3.21 6.80 10 6.16 1.00 _19.78 547.71 546.32 172.91 0.008 24 0.012 21.97 7.93 2.0 --- 20.0 0.36 STM 29 STM 30 0.20 0.79 0.16 5.15 8.79 10 5.62 1.00 28.97 541.36 541.20 7.00 0.023 30 0.012 67.18 13.21 2.0 20.0 0.01 STM 30 STM 31 0.00 5.15 8.80 - 10 5.62 1.00 28,97 538,57 537.00 59.32 0,026 30 0.012 72.29 13.94 2.0 20,0 0.07 SLOTA 13 STM 13 0.36 0.85 0.31 0.31 5.00 2 5.04 1.00 1.56 561.25 35-90 0.007 12 0.012 3.22 4.08 -2.0 20.0 0.15 Slot Drain* SLOTS 13 STM 13 0.09 0.85 0.08 0.08 5100 2 5.04 1.00 1.56 _561.00 564.00 563.75 30.00 0.008 12 0.012 3.52 4.36 2.0 20.0 0.11 Slot Drain* - 0.012 STM 15 STM 16 0.13 0.40 0.05 0.05 5.00 10 6.64 1.00 0.35 .35 554.35554.35 55135 130.12 0.020 15 0.012 9.89 2.70 2.0 20.0 0.80 SLOT 18 STM 18 0.65 0.90 0.58 0.58 5.00 2 5.04 1.00 2.94 551.00 550.00 383.00 0.005 15 C.012 5.17 436 2.0 20.0 0.70 Slot Drain* STM 18 STM 17 -ST 0.00 0.58 5.70 2 4.90 1.00 2.94 549.80 _I 549.58 37.61 0.006 15 0.012 5.35 4.38 2.0 20.0 0.14 STM 01 STM 02 LO.3 6 0.41 0.15 0.15 6.69 10 6.19 1.00 0.92 561.60 561.09 73.68 0.007 15 0.012 5.92 4.80 2.0 20.0 0.26 STM 02 STM 03 0.09 0.95 0.07 0.30 6.95 10 6.12 1.00 1.81 560.99 560.61 57.49 0.007 15 0.012 5.69 5.32 2.0 20.0 0.18 STM 03 STM 04 0.11 0.55 0.06 0.36 7.13 10 6.07 1.00 2.16 560.51 559.83 97.66 0.007 15 0.012 5.84 5.49 -2.0 20.0 0.30 STM 04 STM 05 0.05 0.54 0.03 0.53 7.42 10 5.99 1.00 3.16 559.69 552.08 73.50 0,104 15 0.012 22.52 8.88 2.0 20.0 0.14 STM 05 STM 06 0.06 0.54 0.03 0.56 7.56 10 5.95 1.00 3.34 551.98 550.41 35.00 0.045 15 0.012 14.82 7.35, 2.0 20.0 0.08 STM 06 STM 07 0.00 0.56 7.64 10 5.93 1.00 3.34 550.31 549.03 143.08 0.009 15 0.012 6.62 6.34 2.0 20.0 0.38 STM 07 STM 09 0.00 1.18 8.02 lu 5.83 1.130 6.88 548.93 544.67 33.02 0.129 15 0.012 25.14 8.88 2.0 20.0 0.06 STM 09 STM 10 0.00 1.39 8.08 10 5.82 1.00 __-8.08 544.21 543.73 35.34---- 0.014 -Is 0.012 13.26 9.72 2.0 20.0 0.06____ STM 10 STM 11 0.28 0.73 0.21 1.60 8.14 10 5.80 1.00 9.26 543.10 542.70 83.27 0.005 24 0.012 16.99 5.54 2.0 20.0 0.25 STM 11 STM 29 0.27 0.69 0.18 1.78 8.39 io 5.73 1.00 10.21 542.60 541.46 _170.01 0.007 24 0.012 20.07 7.02 2.0 20.0 0.40 ROOF 2 STM 02 0.08 0.90 0.07 0.07 5.00 2 5.04 1.00 0.38 563.24 563.00 14.86 0.016 6 0,012 0.77 4.66 2.0 20.0 0.05 Roof Drain ROOF 4 STM 04 0.08 0.90 0.07 0.07 5.00 2 5.04 1.00 0.35 559.84 559.79 8.00 0.006 6 0.012 0.48 3.28 2.0 20.0 0.04 Roof Drain SLOT STM 04 0.09 0.85 0.07 0.07 5.00 2 5.04 1.00 0.37 560.00_ 559.79 21.21 0.010 8 0.012 1.30 3.25_ 2.0 20.0 0.11 Slot Drain* SLOT 7 STM 07 0.69 0.90 0.62 0.62 5.00 2 5.04 1.00 3.11 551.00 550.06 187.65 0.005 15 0.012 4.95 4.27 2.0 20.0 0.73 -Slot Drain* S`rM 08 SIM09 0.43 0.49 0.21 0.21 12.72 10 435 1.00 1.02 544.54 544.31 28.96 0.008 15 0.012 6.24 3.76 2.0 20.0 0.13 STM 21 STM 22 0.13 0.90 0.12 0.12 5.00 10 6,64 1.00 0.76 553.67 552.50 116.85 0.010 15 0.012 7.00 3.75 2.0 20.0 0.52 STM 22 STM 23 0.34 0,86 0.29 0.41 5.52 10 6.50 1.00 2.63 552.40 551.67 81.00 0.009 15 0.012 6,64 5.11 2.0 20.0 0.26 STM 23 STM 27 0.22 0.86 0A9 0.63 5.78 10 6.43 1.00 4.04 548.52 548.10 48.67 0.009 24 0.012 22.77 1 5.55 2.0 20.0 0.15 STM 27 STM 2-8 0.00 1.39 5.93 io 6.39 1.00 8.85 543.00 547.91 41.66 0.005 24 0.012 16.55 5.58 2.0 20.0 0.12 STM 19 STM 20 0.33 0.85 0.28 0.28 5.00 10 6.64 1.00 1.85 558.62 557.54 108.01 0.010 15 0.012 7.00 4.76 2.0 20.0 0.38 STM 20 STM 25 0.37 0,84 0.31 0.59 5.00 io 6.64 1.00 3.90 557.44 554.41 65.07 0.047 15 0.012 15.10 6.96 2.0 20.0 0.16 STIVI 25 STM 26 0.00 0.59 5.16 10 6.60 1.00 3.90 554.31 553.43 43.43 0.020 15 0.012 9.96 7.13 2.0 20,0 0A0 STM 26 STM 27 0.20 0.85 0.17 0.76 5.00 10 6.64 1.00 5.03 553.33 550.00 55.54 0.060 18 0.012 27.86 7.97 2.0 20.0 0,12 STM 24 STM 23 0.04 0.94 0.03 0.03 5.00 10 6.64 1.00 0.22 548.77 548.62 30.90 0.005 15 0.012 4.88 2.61 -2.0 20,0 0.20 STM 32 STM 33 0.64 0.42 0.27 5.42 8.87 10 5.60 1.00 30.37 527.46 526.17 85.68 0.015 36 0.013 81.84 12.68 2.0 20.0 UAI STM 33 STM 34 0.00 5.42 8.98 10 5.57 1.00 30.37 526.07 516.58 241.31 0.039 42 0.013 199.52 16-16 2.0 20.0 0.25 STM 34 STM 35 0.00 5.42 9.23 10 5.51 1.00 30.37 516.48 515.70 55.62 0.014 42 0.013 119.14 9.90 2.0 20.0 0.09 STM 35 STM 36 0.00 5.42 9.33 10 5.48 1.00 30.37 515.60 515.50 25.15 0.004 42 0.013 63.44 7.65 2.0 20,13 0.05 End Hydraulic Grade Line Computations LD-347 PROJECT: UVAF Tennis Courts COUNTY: Albemarle County DATE: June, 2019 ENGINEER: J Dewberry Engineers Inc. 0 JUNCTION LOSS 9 . . ..... 7P Inlet Station D Q.Ls S,° % Flf Final H V. H, 4 V, QVI V,/2g Hi H, H, 1.3 H, 0.5 H, (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) -7 (17) (18) (19) (20) (21) (CFS) 'pt� [777 7"7 173,= 7777 g7� i 15M q,,_ 73EM7,,- n L T, 9 STM 35 518.300 42 3037 25.15 0.092 0.02 7.65 0.23 30.37 9.90 300.60 1.52 0.53 37 0.62 1.38 N.A. N.A. 1.40 519.70 522.77 0.00 N STM 34 519.700 42 30.37 55.62 0.092 0.05 9.90 0.38 30.37 16.16 490.76 4.05 1.42 0 0.00 1.80 N.A. N.A. 1.85 521.55 523.43 0.00 N STM 33 521.550 42 30.37 241.31 0.092 0.22 16.16 101 30.37 12.68 385A3 2.50 0.87 0 0.00 1.89 N.A. N.A. 2,11 526.94 539.24 0.00 N STM 32 528.570 36 30.37 85.68 0.209 0.18 12.68 0.75 0.00 0.00 0.00 0.00 0.00 40 0.00 0.75 N.A. N.A. 0.93 529.50 531.75 1.51 N STM 24 551.003 15 0.22 30.90 0.001 0.00 2.61 0.03 0.00 0.00 0.00 0.00 0.00 90 0.00 0.03 0.04 N.A. 0.04 551.04 552.27 0.22 N STM 26 551.200 18 5.03 55.54 0.197 0.11 7.97 0.25 3.90 7.13 27.82 0.79 0.28 90 0.55 1.07 1.40 N.A. 1.51 553.91 557.32 1.12 N STM 25 554.430 15 3.90 43.43 0.315 0.14 7.13 0.20 3.90 6.96 27.18 0.75 0.26 90 0.53 0.99 N.A. N.A. 1,12 555.55 558.79 0.00 N STM 20 555.554 15 3.90 65.07 0.315 0,20 6.96 0.19 1.85 4.76 8.78 0.35 0.12 66 0.21 0.52 0.67 N.A. 0.89 558.02 562.11 2.06 N STM 19 550.540 15 1.85 108.01 0.070 0.08 4.76 0AI 0.00 0.00 0.00 0.00 0.00 90 0.00 0.11 0.14 N.A. 0.21 559.06 563.18 1.85 N STM 27 550.067 24 8.85 41.66 0.132 0.05 5.58 0.12 4.04 5.55 22.41 0.48 0.17 28 0.16 0.45 N.A. N.A. 0.50 550,57 555,06 0,00 N STM 23 550,569 24 4.04 48.67 0.027 0.01 5.55 0.12 2.63 5.11 13.46 0.41 0.14 12 0.06 0.32 0.42 MA, 0.43 551.00 556.07 1.22 N STM 22 552,670 15 2.63 81.00 0.143 0.12 5.11 0.10 0.76 3.75 2.87 0.22 0.08 ii 0.03 0.21 0.27 N.A. 0.39 553.06 556.97 1.88 N STM 21 553.500 15 0.76 116.85 0.012 0.01 3.75 0.07 0.00 0.00 0.00 0.00 0.00 7 0.00 0.07 0.09 N.A. 0.10 553.95 558.69 0.76 N STM 08 547,405 15 1.02 28.96 0.022 (h01 3.76 0.07 0.00 0.00 0.00 0.00 0.00 24 0.00 0.07 0.09 N.A. 0.09 547.50 548.39 1.02 N SLOT 7 551.060 15 3.11 187.65 0.200 038 4.27 0.08 0.00 0.00 0.00 0100 0.00 44 0.00 0.08 0111 N.A. 0.49 551.72 553.80 3.11 N SLOT 4 560.323 8 0.37 21.21 0.082 0.02 3.25 0,04 0.35 3.28 1.15 0.17 0.06 90 0.12 0.22 0.28 N.A. 0.30 560.62 567.00 0.37 N ROOF 560.190 6 035 8.00 0.336 0.03 3-28 0.05 0.00 0.00 0.00 0.00 0.00 43 0.00 0.05 0.07 N.A. 0.09 560.28 567.73 0.35 N ROOF 2 563.400 6 0.38 14,86 0.391 0.06 4.66 0.10 0.00 0.00 0.00 0.00 0.00 57 0.00 0.10 0,13 N.A. 0.19 563.59 567.57 0.38 N STM 11 543.901 24 10.21 170.01 0.175 0.30 7.02 0.19 9.26 5.54 51.32 0.43 0.17 90 0.33 0.69 N.A. N.A. 0.99 544.89 548.37 1.06 N STM 10 544.891 24 9.26 93.27 0.144 0.12 5.54 0.12 8.08 9.72 78.61 1.47 0.51 10 0.19 0.82 N.A. N.A. 0.94 545.83 547.28 1.20 N STM 09 545.835 18 8.08 35.34 0.510 0.18 9.72 0.37 6.88 8.88 61.03 1.22 0.43 48 0.59 1.39 N.A. N.A. 1.57 547.41 549.62 0100 N STM 07 547.405 15 6188 33,02 0,977 9.32 8.88 0.31 3.34 6.34 21.22 0.63 022 78 0.41 0.93 N.A. N.A. 1.25 549.68 554.67 0.00 N STM 06 550.030 15 3.34 143.08 0.231 0.33 6.34 0.16 3.34 7.35 24.58 0.94 0.29 45 0.39 0,94 N.A. N.A. 1.17 551.20 555.40 0.00 N STM 05 551.410 15 3.34 35.00 0.231 0.09 7.35 0.21 3.16 8.88 28.06 1.22 0.43 4 0.06 0.70 N.A. MA, 0.78 552.48 555.75 0.20 N STM 04 553.080 15 3.16 73.50 0.207 0.15 8.88 0.31 2.16 5.49 11.86 0.47 0A6 as 0.32 0.79 N.A. N.A. 0.95 560.10 567.50 0.17 N STIVI 03 560.830 15 2.16 97.66 0.096 0.09 5.49 OA2 1.81 5.32 9.63 0.44 0.15 11 0.06 0.33 N.A. N.A. 0.43 56126 566.50 0.36 N STM 02 561.610 15 iM 57.49 0.068 0.04 5.32 0.11 0.92 4.80 4.40 0.36 0A3 67 0.21 0.45 0.58 N.A. 0.62 562.23 566.90 0.45 N STM 01 562,231 15 0.92 73.68 0.017 0.01 4.80 0.11 0.00 0.00 0.00 0.00 0.00 6 0.00 0.11 0.14 N.A. 0.15 562.38 566.75 0,92 N STM 18 551.804 15 2.94 37.61 0.179 0.07 4.38 0.07 2.94 4.36 12.81 0.29 0.10 77 0.19 0.37 N.A. N.A. 0-44 552.24 554.47 0.00 N SLOT 18 552.239 15 2.94 183.00 0.179 0.33 4.36 0.09 0.00 0.00 0.00 0.00 0100 14 0.00 0.09 0.11 N.A. 0.44 552.68 553.81 2.94 N STM 15 553,848 15 0.35 130.12 0.003 0,00 2.70 0.03 0.00 0.00 0.00 0.00 0.00 90 0.00 0.03 0.04 N.A. 0.05 554.55 563.00 0.35 N SLOTB 13 564.550 12 1.56 30.00 0.165 0,05 4.36 0.07 1.56 4.08 6.36 0.26 0.09 90 0.18 0.34 0.45 N.A. 0.50 565.05 567.00 0.39 N SLOTA 13 561.800 12 1,56 35.90 0.165 0.06 4.08 0.08 0100 0.00 0.00 (100 0.00 8 0.00 0.08 0.10 N.A. 0.16 561.96 564.24 1.56 N STM 30 539.000 30 28.97 59.32 0.428 0.25 13.94 0.75 28.97 13.21 382.64 2.71 0.95 0 0.00 1.70 N.A. N.A. 1.96 540.96 551,09 0,00 N STM 29 543.200 30 28.97 7.00 0.428 0.03 13.21 0.68 19.78 7.93 156.98 0.98 0.34 28 0.32 1.34 N.A. 0.67 0.70 543.90 550.94 0.88 Y STM 28 547.920 24 19.78 172,91 0.658 1.14 7.93 0.24 10.19 6.85 69.87 0.73 0,26 90 0.51 1.01 N.A. N.A. 2.15 550.07 553,66 111 N STM 17 550.320 18 10.19 43.73 0.811 0.35 6.85 0118 4.48 6.49 29.07 0.65 023 90 0.46 0.87 1.13 N.A. 1.48 551.80 553.70 2.17 N STM 16 551.804 15 4.48 132.40 0.415 0.55 6.49 OA6 3.72 13.36 49.66 2.77 0.97 10 0.36 1.49 N.A. N.A. 2.04 553.85 555.08 0.44 N STM 14 553.848 15 3.72 64,19 0,285 0.18 13.36 0.69 3.56 7.08 25.24 0.78 0.27 6 0.06 1.02 N.A. N.A. 1.21 558.13 566.75 0.18 N STM 13 558.880 15 3.56 82.85 0.262 0.22 7.08 0.19 0.43 3.09 1.34 0.15 0.05 90 0.10 0.35 N.A. N.A. 0.57 559.88 567.00 0.68 N STM 12 561300 15 0.43 107.25 0.004 0.00 3.09 0.04 0100 0.00 0.00 0.00 0.00 0.00 0.04 0.06 N.A. 0.06 562.00 567.30 0.43 N Structure Number Description Throat Length Rim Elevation Height Invert Remarks STM 01 DI-1 - 566.75 5.15 561.60 STM 02 DI-1 - 566.90 5.91 560.99 STM 03 DI-1 - 566.50 5.99 560.51 STM 04 DI-1 - 567.50 7.81 559.69 STM 05 DI-1 - 555.75 3.77 551.98 STM 06 MH-1 - 554.73 4.42 550.31 STM 07 MH-1 - 554.00 5.07 548.93 STM 08 DI-313 8 548.89 4.35 544.54 STM 09 MH-1 - 548.95 4.74 544.21 STM 10 DI-3C 10 547.78 4.68 543.10 STIVI 11 DI-3B 12 548.87 6.27 542.60 STM 12 DI-1 - 567.30 5.51 561.79 STM 13 DI-1 - 567.00 7.66 559.34 STM 14 DI-1A - 566.75 8.97 557.78 STM 15 DI-1 - 563.00 8.65 554.35 STM 16 DI-1 555.08 3.74 551.34 STM 17 DI-1 553.70 4.20 549.50 STM 18 IVIH-1 - 553.80 4.00 549.80 STM 19 DI-38 10 563.68 5.06 558.62 STM 20 DI-313 10 562.61 5.17 557.44 STM 21 DI-313 8 559.19 5.52 553.67 STM 22 DI-313 10 557.47 5.07 552.40 STM 23 DI-38 8 556.57 8.05 548.52 STM 24 D1-313 4 552.77 4.00 548.77 STM 25 MH_1 - 559.29 4.98 554.31 Provide IS-1 STM 26 DI-313 8 557.82 4.49 553.33 STM 27 MH-1 - 554.39 6.39 548.00 STM 28 DI-313 12 554.16 6.45 547.71 STM 29 DI-31313 12 551.44 10.08 541.36 STM 30 MH-1 - 550.42 11.85 538.57 STM 32 SWIVI-1 (48"X48") - 531.75 7.17 527.46 Height includes concrete to fill SWM drainage structure to invert of outlet pipe. STM 33 MH-1 - 538.58 12.50 526.07 STM 34 MH-1 - 522.58 6.28 516.48 STM 35 MH_1 - 522.10 6.50 515.60 Structure Number Diameter Pipe Length Invert In Invert Out Slope Remarks STM 01 to STM 02 15 73.68 561.60 561.09 0.69% HDPE STM 02 to STM 03 15 57.49 560.99 560.61 0.66% HDPE STM 03 to STM 04 is 97.66 560.51 559.83 0.70% HDPE STM 04 1 to STM 05 is 73.50 559.69 552.08 10.35% HDPE STM 05 to STM 06 15 35.00 551.98 550.41 4.49% HDPE STM 06 to STM 07 is 143.08 550.31 549.03 0.89% HDPE STM 07 to STM 09 15 33.02 548.93 544.67 12.90% HDPE STM 09 to STM 10 18 35.34 544.21 543.73 1.36% HDPE STM 10 to STM 11 24 83.27 543.10 542.70 0.48% HDPE STM 11 to STM 29 24 170.01 542.60 541.46 0.67% HDPE STM 12 to STM 13 15 107.25 561.79 560.82 0.90% HDPE STM 13 to STM 14 15 82.85 559.34 557.92 1.71% HDPE STM 14 to STIVI 16 15 64.19 557.78 551.64 9.57% HDPE STM 16 to STM 17 15 132.40 551.34 549.79 1.17% HDPE STM 17 to STM 28 18 43.73 549.50 549.14 0.82% HDPE STM 28 to STM 29 24 172.91 547.71 546.32 0.80% HDPE STM 29 to STM 30 24 7.00 54136 541.20 2.29% HDPE STM 30 to STM 31 30 59.32 538.57 537.00 2.65% HDPE; Provide EW-1 STM 15 to STM 16 is 130.12 554.35 551.75 2.00% HDPE STM 18 to STM 17 15 37.61 549.80 549.58 0.58% HDPE STM 08 to STM09 15 28.96 544.54 544.31 0.79% HDPE STM 21 to STM 22 15 116.85 553.67 552.50 1.00% HDPE STM 22 to STM 23 15 81.00 552.40 551.67 0.90% HDPE STM 23 to STM 27 24 48.67 548.52 548.10 0.86% HDPE STM 27 to STM 28 24 41.66 548.00 547.81 0.46% HDPE STM 19 to STM 20 15 108.01 558.62 557.54 1.00% HDPE STM 20 to STM 25 15 65.07 557.44 554.41 4.66% HDPE STM 25 to STM 26 15 43.43 554.31 553.43 2.03% HDPE STM 26 to STM 27 18 55.54 553.33 550.00 6.00% HDPE STM 24 to STM 23 15 30.90 548.77 548.62 0.49% HDPE STM 32 to STM 33 36 85.68 527.46 526.17 1.51% RCP Class Ill STM 33 to STM 34 42 241.31 526,07 S16,58 3.93% RCP Class Ill STM 34 to STM 35 42 55.62 536.48 515.70 37.36% RCP Class Ill STM 35 to STM 36 42 25.15 1 515.60 515.50 0.40% RCP Class Ill; Provide EW-1 INLET LL < LU 0 0 E: 3: Q) 0 z LU 0 z 0 0 CD W 3� 0 0 CL 0 S__ 0 0 E UL - REMARKS 5 U.1 (D 0 Cf) z 75- 75 U) 2 CL 2 0 0- a < 0 C 0 . U) 9 0 >1 0) U) 0 0 ry D 1 DI-1 N/A 0.361 0.41 0.15 4 0.59 0 0.59 0.000 0.040 2.69 0 0 NIA 0.59 NIA 0.11 2 DI-1 N/A 0.086 0.85 0.07 4 0.29 0 0.29 0.000 0.010 2.27 0 0 N/A 0.29 N/A 0 3 DI-1 N/A 0.109 O�55 0.06 4- 0.24 0---0.24 0.000 0.030 1.98 0 0 NIA 0.24 N/A 0 4 DI-1 N/A 0.053 0.54 0.03 4 0.12 0 0.12 0.000 0.000 2.50 0 0 N/A 0.12 N/A 0 5 DI-11 N/A 0.063 0.54 0.03 4 0.14 0 0.14 0.000 0.060 1.56 0 0 N/A 0.14 N/A 0 8 DI-313 8 0 A31 0.49 1 0.21 4 0.85 0 0.85 0.010 0.010 7.02 2 0.285 0.08 0,85 0 0.21 10 DI-3C 10 0.283 0.73 0.21 4 0.82 0 0.82 0.000 0.010 9.07 0 0 N/A 0.82 N/A 0.09 11 DI-313 12 0.268 0.69 0.18 4 0.74 0- 0.74 0.010 0.020 6.81 0 0 N/A 0.74 0 0.12 12 DI-1 N/A 0.155 0.43 0.07 4 0.26 0 0.26 0.000 0.140 1.25 0 0 N/A 0.26 N/A 0.05 13 DI-1 N/A 0.269 0.40 0.11 4 0.43 0 0.43 0.000 0.010 3.46 0 1 0 N/A 0.43 NIA 0,03 1 14 DI-1A NIA 0.069 0.42 0.03 4 0.12 0 0.12 0.000 0.090 1.32 0 0 N/A 0.12 N/A 0 15 DI-1 N/A 0.133 0.40 0.05 4 0.21 0 0.21 0.000 0.120 1.25 0 0 N/A 0.21 N/A 0.03 16 DI-1 N/A 0.144 0.49 0.07 4 0.28 0 0.28 0.000 0.070 1 1.47 0 0 N/A 0.28 N/A 0 17 DI-1 N/A 0.702 0.50 0.35 4 1.41 0 1.41 0.000 0,010 15.71 0 0 N/A 1.41 N/A 0.16 19 DI-3B 10 0327 0.85 0.28 4 1.11 0 1.11 0.010 0.040 4.90 0 0 0__ 1.11 0 0.19 20 DI-3B 10 0.368 0.84 0.31 4 1.24 0 1.24 0.010 0.040 4.95 0 0 - 0 1.24 0 0.2 21 DI-3B 8 0.128 0.90 0.12 4 0.46 0 0.46 0.036 0.040 2.56 0 0 0 0A6 0 0.11 22 DI-313 10 0.337 0.86 0.29 4 1.16 0 1.16 0.010 0.040 5.06 0 0 0 1.16 0 0.19 23 DI-313 8 0290 0.86 - 0.19 .76 0 0.76 0.010 0.040 4.21 0 0 0 0.76 0 0.16 24 DI-313 4 0.040 0.84 0.03 4 0.14 0 0.14 0.015 0.050 1.72 0 0 0 0.14 0 0.09 26 DI-3B 8 0.199 0.85 0.17 4 0.68 0 0.68 0.010 0.050 3.43 0 1 0 1 0 1 0.68 0 0.17 28 DI-313 12 0.247 0.73 1 0.18 4 0.72 0 0.72 0.025 0.010 7.88 0 0 0 0.66 0.06 0.08 29 DI-3BB 1 12 1 t 0.199 1 0.79 1 0.16 4 6.6-3 1-0 10.63 0.010 0.020 6.86 0 10 0 0,63 0 0.11 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com 5 07/26/19 ACO REVISION 5 4 06/20/19 ACID REVISION 4 3 05/10/19 ACID REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description CLQ APPROVED BY FQP CHECKED BY DMK DEJ PROJECT NO: 50100451 . 1/ -�Nw R I hel n 0 1 itgee: �D e w b e r r y ®® IN C A M 1 � t Dewb MEMORANDUM Date, Friday, January 4, 2019 Subject: UVA Tennis Facility Fire Flow Hydraulic Model Albemarle County Service Authority (ACSA) requested a fire flow evaluation to verify that the waterline extension to the proposed UVA Tennis Facility will meet the minimum fire flow requirements of 1,500 gpm at 20 psi. The model was based on one hydrant flow test conducted by ACSA on June 3, 2015 (see attached). The model was developed with the following assumptions: • Existing and proposed waterline material assumed to be ductile iron (C=130) • Elevations were assigned using project topographical survey and proposed contours • WaterCAD model was based upon proposed alignments System demands were used from previous models done for the UVA Squash and Golf Facility water models for project number 1613 and 1610. It was assumed that there will be no demand at the proposed Tennis facility during a fire event. As previously mentioned, one hydrant was tested (see attached) to determine static pressure and residual pressure during a simulated fire flow event. Based on the results of the test, a calculated flow versus pressure curve was developed and input into the model as a pump (PMP-5) to simulate upstream head losses. An elevation of 576 feet was assumed at hydrant 10143 based on existing topographical contour data associated with project number 1610. An instantaneous fire flow analysis was performed assuming a minimum of 20 psi was required. The curve in Figure 1: Available Instantaneous Fire Flow displays the modeled available fire flow at any given pressure assuming that an elevation of 362' at J-364. Based on the results of the instantaneous fire flow analysis the system can provide 1,500 GPM to J-364 at a residual pressure of 25 PSI at J-364. At a flow of 1,500 GPM at J-364, the critical node in the system is J-357, has a residual pressure of 23 PSI. Figure a: Available instantaneous Fire Flow 1. Attachment A— ACSA Hydrant Flow Test Report, dune 3, 2015 2.Attachment B — Hydrant Flow Test Simulated Pump Curve 3.Attachrnent C — WaterCAD Model Map Ia Marnorondurn 17 of 2 Merror-andurn 12 of 2 Date tyl'ffrei f /201-5 ANI, DO Illutesof flow Pipe Sizef1t.' ptol.ur 11y r rf; f 4a Static pressu Pli 7 : 1 e!0OU 1 Prmivro (WO)fill;' flow Ilydr"T #1 141pjwt pressure,€f ., W4 How Hy€ tl f: 42 Pita ro%'ure 924�11j' Wit ; f p1tot, Pressure 0, J#N +�iCsttTt f'f`1-Ali€1e,wo j1tifj iiaStj tf11f1titSttt(t Sigoatwe of Tester: 'reat tt €; PRESSURE -- Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804290.7957 Fax: 804.290.7928 www.dewberry.corn SEAL SRO -PALA40RF NO. 04 02 0 r KEY PLAN SCALE REVISIONS 5 07/26/19 ACO REVISION 5 4 06/20/19 ACO REVISION 4 3 05/10/19 ACO REVISION 3 2 02/27/19 ACO REVISION 2 1 01/03/19 ACO 100% DOCUMENTS 07/23/18 JRC 100% DOCUMENTS No. DATE BY Description DRAWN BY CLG APPROVED BY FCP CHECKED BY DMK TITLE DEI PROJECT NO: 50100451 SHEET NO. PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA 1 1 4 i TITLE r,)LAZ LAYOUT WtAN SHEET NUMBER 99= JVA Tennis X111111DWIF1 University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION I'111, May 10, 201 40 0 40 8171, S �F FE CALE OF FEET o x d- N Q U ry Q PROJECT CLIENT Jniversity oVfirginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA 1Em TITLE SHEET NUMBER -10 13o I►� c� X PROJECT VA Tennis 112 ROOT BALL (BOTH SIDES) T . CLIENT UPHILL a'. DOWNHILL Universityof Virginia �p SIDE. 0 SIDE 1 / Foundation b b / O Box 400218 PREVAILING WINDS rJ Charlottesville, VA - a PLAN TREE SUPPORT SYSTEM (3) GUYING STAKES 434.982.4848tel 434.982.5852 fax b o LESS THAN 3" CALIPER TREE q Q o WITH SOFT WOVEN POLYPROPYLENE TIES. USE www.uvafoundation.com TREE SUPPORT SYSTEM 2 2" X �" a 4 `� 721 p � SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 CONSULTANT_ _ O � ROOT .BALL 4 �a o C ALLOW WAY TIES, �, o �, �, a a LARGER THAN TRUNK. A OW S IN A ® ate Q p HARDWOOD STAKES WITH SOFT WOVEN �, Q b fl AECOM Technical Services 4 POLYPROPYLENE TIES. USE SECURED PLAN LIMIT OF EXCAVATION p a 3101 Wilson Boulevard Suite 900 � � � ° r � � Arlington, VA 22201 p SLIPKNOT TO FORM LOOP 6"-8" 0 LARGER 4 p SET TRUNK FLARE ABOVE SURROUNDING 9 �b b d Q P Dap g Cl TREE SUPPORT SYSTEM FOR SLOPES STEEPER e THAN TRUNK• b a FINISH GRADE NO MORE THAN 1/8 THE DEPTH 703.682.4900 tel J c� i� www.aecom.com t t, p b _ �, �, - �j THAN 3:1 (3) GUYING STAKES WITH SOFT WOVEN �' Q OF THE ROOT BALL PreF'larer: Rachel Lloyd, RLA +1 F-- Cib ei ob a o p Y SET TRUNK FLARE ABOVE SURROUNDING POLYPROPYLENE TIES. USE SECURED SLIPKNOT o 2" MULCH D�NOT � � 2" MULCH, DO NOT COVER TRUNK FLARE FINISH GRADE NO MORE THAN 118 THE DEPTH COVER TRUNK FLARE TO FORM LOOPS 6"-8" 0 LARGER THAN TRUNK. - OF THE ROOT BALL ALLOW SWAY IN TIES. SECURE JUST ABOVE o REMOVE BURLAP AND WIRE BASKET TO 11 PLANTING SOIL MIX LOWEST STOUT EST BRANCH, INSTALL 2 O, EXTENT POSSIBLE T V TRUNK FL FULLESTS 2 MULCH,DO NO COVER ARE STAKES ON UPHILLSIDE OF TREE. REFER TREE EE W , E' RY A NECESSARY FINISH GRADE —� SU RVEYORS S FLAG,S N r REMOVE BURLAP AND WIRE BASKET TO PLANTING DETAIL -STAKING FOR TREES ON FULLEST EXTENT POSSIBLE SLOPES BETWEEN 5:1 AND 3:1. PROVIDE 3"-4" HEIGHT SAUCER PROVIDE=3"-4" HEIGHT SAUCER FINISH GRADE I ._FINISH GRADE E I SET TRUNK FLARE 2 ABOVE SURROUN DING UNDISTURBED ST AKE IN SOIL •. MINIMUM •[. "r..;t... , • is a :.r', ., .- .,, .µr. . _. , 1 1 tr -m, a FINISH GRADE 8" iVi INIMUM BEYOND EXCAVATION PLANTING SOIL MIX :�,..:.,. 4 A — VIDE HEIGHT SAUCER f 1, PRO 3 S ;� • r. .r , r_> ,> f. <,,, 4 ...,': a. ,. r+-,. -•• l••ra 'r:-f;r-s.,r,?: '. /, '».,a r•. r• xt PLANTING SOIL MIX 41 + ,� r SCARIFY EXCAVATION SC f , .. , .. .,. REMOVE BURLAP AND WIRE BA_KET TO _. , _ _rGr 4 0—t VL SCARIFY EXCAVATION I 3j x... i EXTEND STAKES INTO FIRM BEARING SOIL — — — — — — _� t FULLEST EXTENT POSSIBLE , — — — — I ,II I � I I � I E i � I I �.,, �_._... I I---III--...•I � I —III ---'•I I � I_' -_.I f f_ - — —, — — — NOTE. FLAGGING IS ENCOURAGED NEAR SCARIFY EXCAVATION E I = I (, ; , 111-1 I EE I E I I —I - PEDESTRIAN AREAS, PAVED OR UNPAVED. 3X ROOT BALL WIDTH OBTAIN OWNER REPRESENTATIVE'S APPROVAL Jill 3 1 3X ROOT BALL WIDTH FOR FLAGGING LOCATIONS. REGISTRATION 1 TR EE PLANTING --STAKING T LA T I SLOPE l M TREE PLANTING L4 SCALE 1/2" = 1'-0" L4 SCALE 1/2" = V-0" 1 {_ L4 SCALE 1I2 ®0[1 DATE y 10, 2019 SITE PLAN 2" MULCH - FORM INTO SAUCER AROUND Qp EACH PLANT 1/ C - PROJECT O 3 _ HEIGHT SAUCER NUMBER b PRVIDE 2 HEI 2 PLANTING SOIL MIX CONTINUOUS MULCH OVER ENTIRE BED. � 2" MULCH CONTINUOUS THROUGHOUT PLANTING BED r DO NOT COVER CROWNS OF } PLANTS. FINISH GRADE =I I �=I • _ , FI --lII G • x. FINISH GRADE: �, ,.>•,r: _, � ,.,�; ._� .: -. ..., ,_ ,�'I„� -r'.. rr; I •. ,', tJ:: .c r . '. y .hip. PLANTING SOIL MIX ..- ., f, • ,.r.. ... ,r. ..,. .. , ,r. ,t./,, .. r•. ,.f,i,r,<, r. .-, 1. f * „i,• a r I I _, . , , a a .r. .. . r l•fit{t ,t h-{ 1 1• ,t .� — .. ... — SCARIFY EXCAVATION `. .,. ., ..,a ,•: v tia ,.;.. +'�a, r.,!i:,-.sr, n�./ '. '''L' l., ,.$�, ,...., _--..... .. ,raj..; '>•,^„_•..a .., .: � : _ F .. : .. .,-. •. ,f _..� -.- .,-...,,.. _..._..� ,---... _,.�•-.. ,.-.-.-.. _jjI-TI...,I-. � �I. i.._...., .n I'FIj_IIII - .••..,,:♦ .• . �.Zi, i .ar..,l..!... a•. r�, •L• :.ran,`.rr},•:...' h:-.{": i.,:!o„'•:•+'✓:.C(, :.,,.;.r.1. ..,e,,>,.,,..r�.r. r.5ll:..>/� '-�:%-�..•rwr- .:, i. ..`,as, s.; �.�. iryit ••. +:'-a. •�:. - ',:3r''i����,1r7:.e , /4 ! ! � `a rA d'.'firX• TITLE IMM FINISH GRADE �t - ,. n _r �.r:::.�la<,y, r,ri'.` � , ''°1•, `�•. C>:, \ S IrT9. r•''; �, 1 ♦ t_ a ...ram^ ., -.— i. _ , ,, n x nr ..ea _ .. ,r . .. •♦ �, s,ie lr'rmif,t<.. v>. ..2 n' 'i. ._� 5 ., e _ r, .. ._ .• ?, ,, ,..,r, �,,r,,: ,•�e• _ i `i S> ,P}f rY ,2,: ,L , I Ili II III II 11 _ - r r � SITE DETAILS 111EI I I . F1 �.... ,..t ,f4 .'.. •� _-e-n'.--... ... +i r. .2 ,., .Y .a- _. ,r ea _7=FF1•--III— _.._ ;,, _ , �� ,�- .rF. .� •, �. III — - I-® E € �•' PLANTING SOIL MIX — -- — i •III— — _...._ . , � TI I I -;---?I I , . �...I I I»,..�I I I_-�..I i €,:.�I I I--�, i I I�_�._..I I___�„_ I I�I I I --__.-I I I�...---III ; CONTINUOUS II —i �.I.-I .,..I.,- ,.- I I II ., ••••I• -_i _€# —III i#��I»I....I.} .NOTEr NOTE. � L I_ -I I INSTALL PL�NTS EQUAL DISTANCE i �fI THROUGHOUT PLANTING I III III I BED I N TIN IL — ....._ POCKET PLANT ON SLOPES STEEPER THAN 3.1 r PLANTING SO APART UNLESS OTHERWISE NOTED ON I MIX AND PLANTING BED CONTINUOUS BETWEEN PLANTS ON CO OUS PLANS, SLOPES AT 3:1 OR LESS. SHEET NUMBER AM 74� SHRUBPL TA 'TI GRASSES 5 U PLI�TI -® L PE L �L4SCALE 1/2" = 1'-0" L4 SCALE 1/2" = 1 ®,E L4 SCALE 1{{ 0 1IF_011 4. SHRUBS MAY BE INSTALLED WITHIN TREE PRESERVATION BOUNDARIES'. SHRUB PITS TO BE l DUGBY HAND WITHIN THE TREE PRESERVATION BOUNDARY AND PLANTING LOCATIONS ADJUSTED AS NEEDED TO AVOID DISTURBING LARGE TREE ROTS. TREE PROTECTION FEN IN _ { TIC SINGLE SPECIMEN' TRE E I PROTECTION' EXISTING TREES AND TREE Ql � VEGETATION TO REMAIN. EXISTING TREE CRITICAL l ® N PLASTIC SNOW � G ROOT ZONE CR CI �i { 3 OT C-61- 10 N FENCE, SECURED AT EACH POST WITI A MIIIVIIJIlII OF WIRE 3 E_ TIES. f � TREE 0 N E TR EE T CD) r' 3 TREE PROTECTION L5 SIGNAGEI EVERY l TREE FORTH SPAN OF FEN CE WITHIN THIS FENCE THERE IS TO BE X 2 X 6 HARDUU R 2 DEL, HANNEL ST U C f STAFFS @ 8 q®_ G.C. M �.. STORAGE OF MATERIALS/EQUIPMENTN �INTO GROUND. TCEE PROTECTION I� FENCING TRENCHING EXCAVATION TP) _ WASHI NG F TOOLS OR EQUIPMENT 1lM9T OF CONSTRUCTION STURBANC O r ... may. .- ...r,... .' �'... '...: r.('.'�.. trr i �a ... ...- r r... ,. -, EXI IN/� GRADE . - .. .. .. ,... .. , , .FENCE NOT TO BE ALTERED OR REMOVED WITHOUT CLUSTERED TREE PROTECTION � .... ........ .......r, .,.., ..._,.,:..,., .,,.,..............,,. ... .. r MT T„ . ..PRIOR APPROVAL ROPROJECT ReRBORIST. PROJECT REGISTRATION DATE' n%i 10 OnIQ ®®®Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com CONSULTANT �6 5LIGH'nw-i C-011Aw- -it i'Ivo- z 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey@Nc.studio KEY PLAN SCALE 60' - �5 �s - .__„s:._�.� F��a warms __ _.______..__.......... 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WATTAGE AND LUMENS FROM MANUFACTURER'S IFS FILES. 2. ALL SITE LIGHTING SHALL BE DIMMABAI_E WITH AREA CONTROLS BY TIME CF DAY AND SENSORS FOR DETECTION OF PRESENCE. DETAILS TO FOLLOW. 3. BUILDING MOUNTED FIXTURES ARE LOCATED PER CURRENT PAVILION SCHEMATIC DESIGN ELEVATIONS. FURTHER DETAILS WILL FOI--LOW, 4, ARCHITECT AND ENGINEER I O REVIEW ALL INFORMATION I O DFI ERMINE COMPLIANCE WI IH DESIGN REG, 5, TYPE HRT HANDRAIL LIGHTING AT STAIRS IS DIMMABLE AND WILL BE FURTHER COORDINATED WITH HADRAIL SPECIFICATIONS. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Mir CENTER COURT NORTH STAIR Top -Total Illuminance Fc 2.39 5.4 0.0 N.A. N.A. GENTER COURT SOUTH STAIR Top Total Illuminance Illuminance Fc 2.09 5.4 5.1 0.0 N.A. N.A. EAST RAMP Fc 3.09 - 3.9 ---- 1.02 ------ 1.05 front steQs 1 1 Top Illuminance Fc 0.90 0.9 0.9 1.00 1.00 _ -front. steps 1 2 Top Illuminance Fc 0.70 0.7 0.7 1.00 1.00 front steps 1 3 Top I11um Hance FC 0.50 0.5 0.5 1.00 1.00 front steps 1 Top illuminance -- Fc 1.20 1.2 1.2 1.00 1. front walkway upper Planar Illuminance Fc 4.88 6.1 3.7 - 1 1.32 -00 -- 11.65 ____ NORTH PATHWAY Illuminance _ Fc 2.18 3.1 1.3 1 1.68 2.38 NORTHEAST STAIR Top Total Illuminance Fc 3.19 5.0 _ 2-2 1.45 2.2_7-- PAVILrON PAVING Illuminance Fc _ 1.72 7.2 0.0 N.A. N.A. South Bleachers Illuminance Fc 2.27 10.2 0.0 N.A. N.A. SOUTH PARKING Illuminance Fc 1.60 2.0 1.0 1.60 2.00 SOUTH PATHWAY Illuminance Fc 2.22 3.2 1.3 1.71 2.46 SOUTH ROADWAY Illuminance Fc 1-31 2.4 0.1 1 13.10 24.00 SOUTHEAST STAIR_Top_Total Illuminance Fc 3.02 5.2 0.8 1 3.78 6.50 SOUTHWEST COURT ENTRY FROM SQUASH illuminance Fc 1.69 2.9 0.4 TLI.23 7.25 SOUTHWEST STAIR Top Total Illuminance Fc 3.03 5.0 0.8 3.. _ SW PARKING Illuminance Fc 1.41 1.8 0.9 11.57 57 2.0000 TENNIS AND GOLF PARKING Illuminance Fc 1.25 2.9 0.0 I N.A. N.A. WEST RAMP Illuminance _ Fc 3.76 4.0 3.6 1.04 1.11 ,uminaire Schedule Symbol Qty Label LLF Description Watts Lumens Filename BUG Rating 8 W1 1.000 MODERN FORMS: #WS-VI917-BZ mounted at 7ft on building facade 10.9 836 WS-W1917-AL.IES - BI-UI-GO 9 S5 1.000 BEACON SLIDE #SLD-24L-55-3K7-5R-UNV mounted on 20ft pole 55 4980 SLD-24L-55 3K7-5R-UNV.ies B3-UO-G3 j 22 a4 1.000 BEACON SLIDE #SLD-24L-55-3K7-4-UNV mounted on 20ft pole 55 4831 _ SLD-24L-55-3K7-4-UNV.ies B1-UO-G2 18 CM1 1.000 Auroralight Wide Flood #HSL16-NS-7-WF-30 mounted at 8ft on support column 5.9599 435 H3L16-NS-7-WF-30.ies B1-U1-GO 0 171 HR1 1.000 Alphabet Lighting ZETA 750 #750-3-1-2-2 mounted at 3ft above surface in handrail 1.5 127 750-3-1-2-2.ies BO-UO-GO � 25 55a 1.000 _ � pole BEACON SLIDE #SLD-24L-55-3K7-5R UPiV mounted on 14ft 55 9980 SLD-29L-55-3K7-SR UNV. Les B3 UO-G3 a H 0 CV J N 0) O Q fD 0, ww o1) Qj Qn �O -i Tm 2 r ti < o FM4 W Revisions a Revisions Q a W CA 7 6Ela A ,-O h o Z � N q U C�� cn 0 N H a � U H a H U F; cD o zm H � a o f-7 �o COw Page 1 of 3 019M P"®®®PDw-w-wbez-z- ®®®, Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com CONSULTANT =>wFX tH 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey(cbi5le.studio KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY "JPB APPROVED BY CHECKED BY wFP j 'I'1'I'LE TENNIS it EXTERIOR CALCULATIONSLIGHTING DE[ PROJEC"I' NO: 50100451 SIIEE"I' NO. "CALCULATION HAS SEEN REDUCED TO FIT SHEET LAYOUT - ORIGINAL CAN BE PROVIDED ON REQUEST �CN1P ��3n�t� 5 ewberry' ®®®.jj M F R] _; :. .... � .. •• .• •. v .. .. �.�.•' •z.a ..:f i'.'.r '. •• _-, ..;r,r J-f j � r - �v'•.,v ". _ _ .. .., „ .....• •• •, •. 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"r 1./0° �, 1': 1.1 1.2"' :i'' tin r7f - - 94 FJ PARKING LOT:Plan Rotated 0 Tilted 0 ILLUMINATION LEVELS AT GROUND (FC) Scale: 1 inch= 20 Ft. M GENERAL NOTES: 1. WATTAGE AND LUMENS FROM MANUFACTURER'S IES FILES. 2, ALL SITE LIGHTING SHALL BE DIMMABALE WITH ARE/ CONTROLS BY TIME OF DAY AND SENSORS FOR DETECTION OF PRESENCE. DETAILS TO FOLLOW, 3. BUILDING MOUNTED FIXTURES ARE LOCATED PER CURRENT PAVILION SCHEMATIC DESIGN ELEVATIONS, FURTHER DETAILS WILL FOLLOW. 4. ARCHITECT AND ENGINEER TO REVIEW ALL INFORMATION TO DETERMINE COMPLIANCE WITH DESIGN REQ. 5. TYPE HR1 HANDRAIL LIGHTING A r STAIRS IS DIMMABLE AND WILL BE FURTHER COORDINA I ED WITH HADRAIL SPECIFIC/ [IONS. al r `•f rFr�r'�• frr .�f ffF r frr �+` f' : 41 fi ,S Luminaire Symbol Schedule Qty- 8 Label W1 LLF 1.000 I Description MODERN FORMS: #WS-W1917 BZ mounted at 7ft on building facade Watts 10.9 Lumens -,- 836 - -- - - Filename WS-W1917-AL.I7;_S - - ---- BUG Rating B1-U1-GO � �1 9 _ _--__ 22 S5 -___ S4 1.000 1,000 BEACON SLIDE 4SLD-24L-55-3K7-5R-UNV mounted on 20ft pole p BEACON SLIDE ItSLD-24L-55-3K7-4-UNV mounted on 20ft pole 55 55 9980 4831 - T-' - - SLD 24� 05 3K7 5R.-UNV.ies SLD-24L-55-3K7-4-UNV.ies - - B3 UO G3 Bl-UO-G2 E) _A CMl _ 1. 0001 Aurora -light Wide Flood #HSL16-NS-7-WF-30 mounted at 8ft on support column 5.9599 435 HSL16-NS-7-WF-30.ie3 B1-Ul-GO 0 171 HRl 1.000 Alphabet Lighting ZETA 750 4750-3-1-2-2 mounted at 3ft above surface -in handrail 11.5 127 750-3-1-2-2,ies BO-UO-GU 25 S5a 1.0001 BEACON SLIDE #SLD-24L-55-3K7-5R-UNV mounted on 14ft pole 55 4980 SLD-24L-55-3K7-5R-UNV.ies B3-U0-G3 z O H H a 5 U a U z O H E+ F4 z H S a a H 0 Q o 0 a 3 Qj n 00w 't > O + a Q p T C� a U rF14 �9 W H Revisions 0 Revisions ate, n4 o h o 7 Q N a v 3 U U 10 N U 0 14 E aE U £ q c7 a z cn H r 0 z H a a o U H o m w Page 2 of 3 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com CONSULTANT a ./15L1QHT1N r A4.xNf . 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey cr0i5le.studio KEY PLAN SCALE REVISIONS I No. l DATE I BY I Description --1 DRAWN BY .jpB APPROVED BY Ij `EB CHECKED BY ,>_•'B TITLE TENNIS CENTER l •R LIGHTING CALCULATIONS DEI PROJECT NO: 50100451 SHEETNO. "CALCULATION HAS SEEN REDUCED TO FIT SHEET LAYOUT - ORIGINAL CAN DE PROVIDED ON REQUEST III 11VT , M J [a University Of Virginia Boars Head Resort Outdoor Tennis University Of Virginia Boars Head Resort Outdoor Tennis a e i, „{z, t t r F F rFr?, F i i•ts t t, .., i t t iti `f TAT t, +r ✓ .:, Charlottesville,VA Charlottesville,VA QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAI R TYPE pTY THS POLE_ rRiO OTHER GRIDS_ 4 Tl-T4 60'- - 60' TLC LED 115o 1 7 1 7 0 0 y ���t�9 .....:':..� 28 i 28 0 Tennis 2 -- rFrrr rtriti Vii i ,d � 4 Lighting System 1 Court - 12' Spacing Y^t �+L,,. a4Kt.,1,3i ,!_,� _ T1-T4 60,60, t l .. _... --__ _.--_._.._..___ .---,.-..' ,.�..3..-,...- 7 TL C-LED-1150 8.05 kW A ;a ( �i I l , 1 39' above grade a T5-T8 60 60' i 7 TLC ED 1150 (. tt..... t.. ttt 8.05 kW B 4�:..,. ` r i T 3 f t F f tt tl a. t 4 f': 45 FFFFFF: ... ,...-. 3_. ...w .. ..... ,..:.€.. ... .., Jet t3 t. <.. t:=.(......... ... ........ _._ 4 t {:.:.{. 4 t..t .. . ,.,,.., , .,:... 1 ,f,{ ............. .. .__... . t. .1....{ .._... .... _,_,.... .., p ..,.._. .,_. $< {.v: -...gg,i..... ,L,... .. .... .4 _....,},.. ,}. k.SJta,. =.i r.00.: a.. d ran +, t ' _ £ f f fe efeyY Y 4Y F.4:: �...r.r:.t .. r.i_r r i 44.,-,..r�� ....... -..fr r. I l.r. r 1 .<::: <. kf r I4 ...:.. ���.. �.............� A Tennis 32.2kW 28110 3 -:... ,,,-;u_✓...� ;•�6� B Tennis 4 6 32.2 kW 2$ - j , `�* ( - - -- �t.�?,�$��#r �}-'<�t ��{24.��:�{j(1{343(343(ti343434%x34J43(x4434?k3(?4Y43hEi343h3�34t�'Fk3�{743 g � a 109 TLC-LED-1150 LED 5700K- 75 CRI 1150W 121,000 >81,000 >81 000 >81,000 56 �' 9 T1 = T2 1.J ant �f f 0 01 32 Light Level Summary5700K i •,_ a N�#3,zA1aI f ff t Y f htr h1a( ifY Ir3i n, T , - 75 CRI E 1210001umens 28 Tennis 1 Horizontal 136 121 164 1.35 1.12 A 28 i I i 1t15 10 ® + 11'' + a § 32 2 kW Tennis 2 Horizontal 116 110 119 1.09 9.05 A 28 i ,✓ SL i'2 i 1 r 1 <F 3.: d3dd3 Cd.x"ndd d4i f ?3 1 E i >3 g 3,i P i i. 4 4 ry isl I£ l E. t k f li i ill' rr tt :F �k F iH fi iF ' f'X P a } 4 f i y'f as1 } f6t�'2 4,3d�'✓:: G q � ^�^^ Y y��ry +, n 24dr4a'�xs% a $A -'. �uw. Tennis 3 Horizontal Horizontal 136 121 137 121 164 165 I 1.35 1.1L A 1.36 1.13 B 28 28 , 3rd d d a 33 d3d33 d233d3 d � -�' a' 'q d ,, d dd,=;d£d dr 3 a_gddadd dAjd3,,.,s. ...^S?. a a vjx.a a� 3d 3t t� 4'a , } 3 d 3�add33 d d d d d d t n f , :. aF a? a F + a a3x?g33a3 aga33q a?id3;.3d' jlddjAa?343 j? J:.3 f'arsaaa?s,3',a"•'',?,�✓r,a?�.rd.3'),a?3, 3dd,.?;d'yiT)q�'r,.,s„a E E (( e ° i ° i. f i. ti 't "a r17 zf Id' t i r $�i i I a, < F. r' :) ij Ea tY 1.t+ l ,.,.,.. k?4' , .....,s �u;wx,.rw�m,.,.,°.,.,. "3 TLC-LED-1150 >81,000 >81,000 >81,000 Tennis 4 8 110 121 1.10 1.07 B 28 E r?# t aaa ?.-- ?�d 'g?Tb¢ r. :y i>'^.�{'r��� r „p �a'' �'•" 4 ��i 11$ 1 18 + + `� % i + � (f i?; )i Reported per TfN-21-_2. See luminaire daiashezt for details. Tennis 5 Horizontal Tennis 6 Horizontal 11 137 120 164 i 1.37 1.14 B ---- -- 28 ^3^s^" a ?_ - � r•n�•�+' � s r t p I i }°= j i ; ,Ir L __ _ 9 9 11 Ilp !-ram E Guaranteed Performance: The iLLUMIPIATIONdescribed is Musco £ 1 , r� 1 � 16I, 116 +1�) � +1 j + ✓� ;; i I � 11 i + [� i � � i �5 � t� above guaranteed per your Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual "yield measurements may vary from computer -calculated predictions and should be taken P 1r18 112=s 112 + 4 + + i 1 x + ? in accordance with IESNA RP-6-15. i� I f ) E Electrical System Requirements: Refer to Amperage „•_.L_ I , s E ❑ +; �'fj ? 11$ 1 112 + ) ; i 11' + `��,',� a3 £ Draw Chart arid/or the "Musco Control System Summary" for electrical sizing. j ) Installation Requirements: Results assume 3% nominal voltage at line side of the driver and structures I located within 3 feet (1m) of design locations. i £ ° +111'19 +1161 +116 +11Y k g g UU I� @ I i l `;�19 +118 +118 H1 ftt t 6 x 3�j +115 +110 +110 ' +11 E it I {.. E ) i n3 fLa6 W r11- , T4 h 88, ea = I T3 E 3 CSx<• ,'; 3 f FsIPYa_r.1f x f{ tt .ifs It - -- T SCALE IN FEET 1 : 20 . Pole locatian(s) to 0,0 reference +dimensions point(s) are relative ® ' ENGINEERED DESIGN By: Jared Brown • File #157065C • 19-Sep-18 . Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1081, 2016 Musco Sports Lighting, U.C. 0' 20' 40' ENGINEERED DESIGN By: Jared Brown • File #157065C • 19-Sep-18 `• ,. _ ,. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. @1981, 2018 Musco Sports Lighting, LLC. ° e University Of Virginia Boars Head Resort Outdoor Tennis v a ° a .pmmm University Of Virginia Boars Head Resort Outdoor Tennis tfFlF _....f.. f r F I=rsisl F<F =e�.rF,t�� , i i'.• ,; r +.{ (...t .: t i ' st:l r: " ftrt t tr: r?P : , : � �r�� Charlottesville,VA F F rvr4r E$,� .iH...r: it:til ft+r - k .. Charlottesvll , CharlottesvilleVA GRADE d4 NTING CITY LOCATION SIZE ELEVATION HEIGHT LUMI RE Cry THI6 OTHER TYPE POLE GRID GRIDS GRADE CITY LOCATION SIZE ELEVATION MO NTIttCi LUMINAIRE HEIGFIi TYPE G7i TN(S POLE GRID OTHER^ GRIDS _ _ 4 T5 r8 60 60 TLC LED 1150 7 1 7 0 4 T1-T4 60' - 60, TLC LED 1150 7 7 1 0 fiF ( t rite T s ,z ,.' t"Ef tk L�? 28 28 0 4 . < <., < ItiPa13,E,t4, 2.r x r.. ° L z <,,,r,,,,` • , .:,, , , r <,wx < < e.<.,.:o... .a ® a Tennis 4 Tennis 3 1 Court - 12' Spacing 1 Court -12' Spacing i tT 1 10.0' x 10.0' zfdsE' 10.0' x 10.01 I` <; 3,0' above grade - ¢� 3.0' above grade e a �l'�� �k� �? ���%•? �� 2a t...s, ; 4R t} l., I fFlt'f F I i 1F, 1. ft..E F'fM1i�F"��? 1�raAP/'�+�1573'Y✓>�� 4 (arffi��l�t, 1f �a'rrft }kFH�FhF i FFEiJf�tkt,{'<4<Sf { t Y '. Entire Grid Itire IJd �'rff _ : rim' ..rt#5 > a 137.22 s, f xp121 gsiarT€°f165 121 R t 112 ' " ... ,.,. ,,„, ,,, .,,!,t ,,:' }}yy }t3f3S tkF43f343. .tiff(ifi (3 lfH��i>..%`}......3.......�ry_ ter. 4xribz, 114 .y� aa:rt� Fri titd - j� in- 44T ,..,, 41 ekrkr firkrasl tl.4.3433 t1t3.4343514343.t3b3b3b343t3t}(Y{zz":kt: W x1.36 1.35 T2titE as 1.18 T5 s tit'' 1.17 7 tJ i, �kg ? 0 13 0.13 gt ati1$td.,a` 32 o 32 AF a a i 9i� �Vi zt Y4 ills � r'f f�,l i a o fftffff if4F iitFF 5700K - 75 CRI R ry � t 4TtRYd iYidl_ - --- --------- --------- 57001< 75 CRI tfs ft Atp'A,, j 121,000lumens aitS t � i of°; 121,0001urnens ............ ..........:.. ;mmr ..hS:S.. .. ,i,...._. , f ;i , p% F F: £t� 4. #3 a ..9 ,........ ::,.::..>.... a a. a �� ;f ,, S Y, M i�. sit 1£ 1 123 � :. e, , { 132 13 + ., + ,. n s, [ iA :1 � ..'-�l s. F 39 ,k �' s`? »�y�, g � �S'...b�Eii%1$�:'i..R" 2S , 'r »N`- Yet99 32.2 kw .. ..... .... .. t i t ix , { { ,.:S�.s t4 >a 6 s 5: s33 s ✓ r F 1, 5 135 +124 + + (- r +1 t=i ti E,a, va 1 ,f i3 n3 5 nl 3z _ kW f - i Y : ..............j3T 2di df 8 ( rs _ TLC-LED-1150 >81000 >81000>81000 'i f rr.. 3f : xi' f9 to ,E a t d,; t TLC-LED-1150 >8_,ODO >81,000 >81,000 +1i<s.7 +129 +127 : +1 J f`^ ;•. Re Reported perTM-21-11. Sze luminaire da!asheet for details. P �; 129 130 +1 + + (11 td + g > r 3 I t�qa a F p{ 1 to Reported per TM-21-'11. See luminaire datasheet for details. a P i 13 139 1$3 1 + t1 + + + a rs E t Guaranteed Performance: the ILLUMINATION described above is guaranteed per your Musco Warrant document and includes a 0.95 y .E 8 I S � gg j ')g „? e 1l 0 144 ' 141 + r + + r' 1 ry + i1 3 a,J t; E 3 l , , 1' t H3 Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 I: 3: a S jl zf l dirt depreciation factor. Field Measurements: Individual field var from ( E g]1 S5 tN s 1 f xs ", E { 1 i dirt depreciation factor. P Field Measurements: Individual field measurements may vary from J ?? f measurements ma Y Y redictions be taken .E ,E L' % 1 s,? % 24 f n Z 'gg% i IS ant E corn uter-calculatedpredictions and should be taken P i a II k Yd 4 +132 +146 u g ' 61 +1 "i' �r� ?? 1 com uter-calculated and should P P in accordance with IESNA RP-6-15. -i E f 3a sa +1-5 +1625, +147 ) f +1 �:E g :i g a £ I F - - . Ina with I_SNA RP 6 15 fr I _ ra /f ,� P ^;: ''..�i 's ^V r is r`. tf$ r4 t b fl � l�-It r L� A t:< Electrical Requirements: Refer to Amperage� Draw Chart and/or the "Musco Control System Summary" J Y Y ' ❑ ru p: ,'!n-.. ?, s i a �1°y � I'll' \ 9'Pr' � la ?-'- r--n� a � =3 s, t 55 gn a= t,. � � ❑ � f5 3 t 5- Electricals stem Requirements; ReferYoAmperage Y q Draw Chart and or the "Musco Control System Summary" ! Ys for electricalsizing. Vs a% aE is d 34 +161 ,,i -.,� R f,: ftl �i as g' t ?, ry r;< r � + + aa + � s3 Installation Re Results 3% Installation Requirements: Results assume t 3% q "1 t% ?':' II Sv iA ra f i q uirements: assume _ line the driver � nominal volts a at line side of the driver and structures g Il } ¢i e? i f� � so s` ;t ra ai i a ;a a nominal voltage at side of and structures located within 3 feet (1m) of design locations. L. 133 140 P ,f + J. 143 1 + + a I} a ? ,a ? 5F located within 3 feet 1m of design locations. g ' :f 1 7 S',4 [ [57[[: < r) 11�40 14$2i 1$0 E' + ts: + + r + l f igE r i £ i, tj e�i ¢5 a4 34 n F: � tLl';ii i i 3jj ii %% i .-. ,.-..-. + 7 293 n ...-... ...-.-.-..-. <,..,-,.._-_.:.-_ . r 1. i �.---._-„ , , > a , r:<: a<r.t"it* .;..,b<L<4ar..Sn4mst..L.L..d.V.W,.SS,aS f<4.,u:•i4,:,i4<S<r<.<L,n 5 1 9 +128 +129 t. +1 . n'k4 ,,:,..V<4iS<S:.' S:4_<+,L<.v<,��<, .<,Y,s:.�:r�.- r .,,.f,.tS?< 'w:.i,�,�,3,<,�,5 ,.,.�,.,va,S a<a..:.aS 9 a 5. SE r�{h�E Fi fi +1 1 +123 +132 +1 �F 1pr' 5 135 123 + + t, 1411 + E V 3 s + „ , < ,,?t �.. ........... ...,.,,..»,. > ,«.,,,.,n,,...,... ,.,...,..,..,..,..,.,.... ,,,.,.,,,.,, 55 . 4. 3... ✓ i! aA ... ,( .,, 3%F t fi `g, -,�,..,,:.,,:,..,�,,,.�,e,,,,,,,..,.>,,,,,.,..,e..w..,e,-,..e...,..,..,..,..,..,.....»J „ ,.a.. na: ✓.: � ...., 9 2 � .;:r::r ., ., .............. ..... k........... r.. 5:: :'„,. r! 1.........f/........, e Y > .,':,rr ni',:r. ,; r: >. ......,..._,..f J f:. l.. ...fk...kf, 4 , f f.f..f..,5 ;a b.f..x .W. t.l.t ..... ✓/..l rli J......f.l =....1.. f. fPJ ........i.:;.:/. f /.:..:. ( .i_<I...., r fA..., f .,..... AA. 1 ......::.;:k o� 4 T3 T8 aa' 1 --fls lk J{ at J 01100 --- m r SCALE IN FEET 1 : 20 Pole locations () �?•dimznsians are relative to 0,0 reference point(s) a - 1110, ' r :i7 SCALE IN FEET 1 : 20 Pole locations dimensions () '`� to 0,0 reference point(s) are � relative z. Wb Make _r 1 o' 20' ao' ENGINEERED DESIGN By: Jared Brown • File #157065C • 19-Sep-18 .� Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2018 Musco Sports Lighting, LLC. o' 20� 40' ENGINEERED DESIGN By: Jared Brown ® File #157065C • 19-Sep-18 Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. @1981, 2018 Musco Sports Lighting, LLC. d d • d d * *PROVIDED FOR REFS NCE ONLY ® SPORTS LIGHTING CALCULATIONS AND DESIGN PROVIDED BY MUSCO o DRAWINGS ON THIS PAGE SCALED BY 0.90 TO FIT. �4® es'? "' Dewberry"' MP Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 G len Allen VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry,cotn F� rT� � S i� u�u Q CONSSULTANT l Y *5LI(IHI'TING. COLLASIC)RATIVE 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey@Pi5le.studio KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY iIM,E; APPROVED BY CHECKED BY jp TITLE TENNIS CENTER R SPOTS LIGHTING CALCULATIONS DEI PROJECT NO: 50100451 SHEET NO. LTIIIII303 a 1 2 3 4 5 ®® Boars head Resort Outdoor Tennis 0 University Of Virginia Boars Head Resod Outdoor Tennis a �a a e University Of Virginia Boa ,®®®, Charlottesville,VA ... r iNtifi E , %e.i. •fn-. , I u `, "" ,"` GwwE ouxnNo f LunsiNAlaE curt rNt, r r;Dewberrye �.: Charlotiesville,VA CITY LOCATION -_ _ SIZE __-ELEVA GN MHEIGHTO_ _._ T`ILUMIPE�_ PCLE , TRIO_. _GRIE QTY_ _ .. LOCATION _-- SIZE_ _ - ELEVATION HEIGHT_ �_ _ __TYPE _��____IPOLE_ GRS OTHER ,.,,ulh,fff�f T' 4 TS T8 60 60 TLC t ED 1160 7 7 0 0 ,. , . 4 TS TS 60 60TLC LED 1150 7 1 o G �os 9 < q,FfF. .-#t`J.£,Jxi?�;=. ) . in,' �' 28 � 28 0 , , , >. 4 f ff i r f r f b f r t7t, .,f„1'T3:xas.�: ! . 7';t i? ,�c 28 i 28 -. 0.__ `f �..r.,' tennis -;I I Tennis 5 ..... .... ......:_ " ' 1 Court -12' Spacing 1 a€ 10.0' x 10.0' � 10.o,x 10,0' Spacing i fitI 3.0' above grade Dewberry Engineers Inc. JfA�p ,, 3.0' above grade € Glen Allen, VA 23060 4805 Lake Brook Drive, Suite 200 --� Phone: 804.290.7957 Fax: 804.290.7928 EntireGnd . Entire Grid wrnv.dewbe y om 136.63 164 ffr 11171.067 `121 f Aq ( 107 `,a ': 7*a4.�c 1..�.�....n114 .. ``� � fi*",,` t*:�tis%�8',21a1z 12f,tf=�.�x,fi'tf ti_{�(zta��M.£11,��54if s{trlsls�A?(�,�i3cft,lux °,,S*.#'d�'t`���kPf'?rxa3np$.�`Gu'„Ys�.�tafakkkczc;�{{x£a£a£I,tt+trtflFtefokG�s tt I T5 88a T6 1 L�1>ti 1_oa i T6 J{��t�1 1.17 1.10 1.37 08 ems � `, �t 0.13 i S IaKd 32 f �7 a ✓ fir/ tf a3 3 ; 32 r� ff_e% tt3 i 5700K 75 eRl - f- 16fir;l 57001< 75 CRI I 1.T�Ss€1gpyfl 121,0001umen5sm=.1 Li; 121,0001umens 28 r E ,.w�.:_e.:,-„ ,..........n..sa<.w.. uaaars Lr_wxw2ua, ..+✓' ( mow.✓..... � f �itiE�*r°� 28 ,a r I u r i 1 f � � 1 � . ,if�fm� x�� `{ 32.2 kW f� e , E ., 1' 0 123 135 ; a +1Ei 6 +110 +110 +1 (; €t s' =r„;, 32.2 kw t + + + + V .: £. >, ., ,. e, ; i ti,✓ <l `.f ' is 4:' , rfl � F F F, . T: 4 Fr.r r , „ r t,,, { £3 § , i r[ q 4- � ,,.,.:.ir1��„ t { TLC-LED-1150 >61,000 >81,000 >81,0D0... r.,.,.;TLC-LED-1150.,, >81,000>81,000 >81,000.,., 1f 119 119 11 I :a v _i1 :• e ,f = +18 +12 +12 q: +1 Reported per Th1-21-_1. See lurninaire datasheet for details. f t y m �; + + [[6}r+ l{, j¢}$ Reported per TM--1 .Seeluminaireda_asheetforde-ails. f, 1 (1' , E,. 't - ,``` 1 , f a E i , i .>w....w-�w..w, .....w�www...�.,kwaa Guaranteed Performance: The ILLUMINATION described >u.,.°•°..w..�w.:..:w1 d �* c � „3'" Guaranteed Performance: The ILLUMINATION described I a a �- % above is guaranteed per your Musco d above is guaranteed per your Musco a 1 1r 1 11 119 1 j iq ; fi =g i + tf: + [}L�j ( ry [� Warrant document and includes a 0.95 7 + + + " 4 } �-YE �= 1 r + + i "E" 1*LdREBAY y I- I Warranty document and includes a 0.95 1 3 140 144 1 r ( l ( 3 ai dirt depreciation factor. it It i dirt depreciation factor. ; , ., Pp tfE________________ _� i-, y Field Measurements: Individual field measurements may vary from F� J Field Measurements: Individual field measurements may vary from "f a ra 'x'j aE E s, ii ea - I taken ea e computer calculated predictions and should be toe computer -calculated predictions and should be taken 1 2 146 161 =€ 1 f 1�� 1 116, .116 141 + 1, + „+ a—i a s1 1 + + ff + >1' 1 ,, f. ; ss g E. P.,,{, :9 _-_ _ in accordance with IESNA RP-6-15. J ✓ I; m accordance with IESNA RP-6-15. fl rr T i,., h g,:; i. I J Refer T � s % ) T �s Electrical System Requirements: R f_r to Amperage 1 3 t_ 1 � £ 1 ' , r gg , p , ff 13 ;;. fa e� I Electrical System Requirements: Refer to Amperage3 _ [ fir, I? ( ❑ t Draw Chart and/or the "Musco Control System Summary" ❑ Draw Chart and/or the "Musco Control System Summary" r1 1 1 }3 i;� l +1 2 +14 +161 + `a for electrical sizing. +1 E + + + ---� for electrical sizing. 4 I E r Vl + _ Installation l Requirements: Results assume ± 39 Installation Requirements: Results assume ± 3% ry =� � � �( q nominal voltage at line side of the driver and structures nominal voltage at line side of the driver and structures ( s, at (thin 3 feet lm of design locations. g { ; located within 3 feet (1m) of design locations. located w ( ) g +� +4 I©N11 +1191 +119 +1 +13 140+14Q� a i, d'a ¢a rE � £ .I ,,,t a S� �,�:,:,,.�.. ,,,,P 'i i tiz�; ___. �.✓^.: si ,i � I 1i 1s^ 119 119 1 1 1 8 129 128 1 I®I W + ry,+ + - + ,9 ;E ` € ll :E e + + + :+ lJ1 si 6'9 5 +110 +110 <+1 'ta [ I € +1 0 +123 .1f +1 t E ( :•. r � ] S t F9 3': 3i i i ;E ft i t :E f �i 'I i p is is E f 4 E a -a , , f .... .., ,,... ..... ............... ... ... ,. ..... ., ,,., ... ......... ., ....., .,,,.,, ...,, ...,.,., ,.,.,.... , , �✓ .. ,-,."2,it _y-..ti"s,,.s,.s,.ss,.. ii,F,Sxs t,F�S,cs. ,.s,F,cY i5N✓fs. t."s�., __ .__,�,:,:1 ,xu,-s. e — ._.._.fmrk._..:Y.Fs'?'s^sskr#-ss Fez'x. n_._+f%f%z f� �d,,.:f. �.r'i. ..... ✓e..1kk:Yh_ _..__ f IJ T8 11`T7 ( T7 a f ____-____ r xf a Y! E �� ` �� - CONSULTANT SCALE IN FEET 1 : 20 Pole locations) 'dimensions are relative SCALE IN FEET 1 : 20 Pole locadon(s) +dimensions are relative to O,0 reference point(s) �y - to 0,0 reference points) Mao, It r -: 0' 20' 40' 0' 20' 40' Not to be reproduced in whale or part without the written consent of Musco Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESiGN By: Jared Brown File #157065C ® 19-Sep-18 Sports Lighting, LLC. ©1981, 2018 Musco Sports Lighting, LLC. ENGINEERED DESIGN By: Jared Brown • File #157065C a 19-Sep-18 Sports Lighting, LLC. ©1981, 2018 Musco Sports Lighting, LLC. x MEM!N d ® d ' d I GHTINt j GO'� :>t<, Ws„iRATOaT €;:. 717 Watson Ave Charlottesville, VA 22901 Plione: 434.608.0690 jeffrey cr i5lc.studio v v • University Of Virginia Boars Head Resort Outdoor Tennis University Of Virginia Boars Head Resort Outdoor Tennis .t,4R rS'" tP,k,P< <sftRv, f',fYB.. a .1 t ,., f,_....:..,{{rt,n Charlotfesvilie,VA QTY LOCATION size taG 'DE NIHEIG IN Luir a POLE 0Rlo cflios Charlottesviile,VA KEY PLAN 4 Tl-T4 60 60 I TLC-LED-1150 7 7 0 -, -x: 82',23tu,, -xt4 ,�.:r,,w�-a`_., .�.�d.rwkata. 1t,c,.,, 28 28 0 rlt3 % Tennis 1 Is 1 Court - 12' Spacing Tennis I Tennis Nr siP 10.0, x 10.0, Tennis 2 1€sst y" 3.0' above grade � Tennis 3 Tennis 4 w r Tennis 5 Tennis 6 r Ent re Gnd a ` ' • F . al System Requirements: Refer to Amperage yf DrawlChart and/orthe "Musco Control System Summary" r,:_,,,.z;r,_t€�t _ a�11 _fiti,�t�i r � 135.97 � for electrical sizing. 164 " , Installation Requirements: Results assume ± 3% s aT { 121 nominal voltage at line side of the driver and structures 12 a located within 3 feet (1m) of design locations. (Soo, ,. r if,^f Sn(?Z 1 t f a u ;y ilgt}r?uu z{grfrt .....(_______________________ f 1.35 e SCALE T1 0 13 Y L 3z f `ia6i IT rf 32 , , Plus QT OCATIOt1 SIZE ELEVATION Rr GHT TYPE POLE �''• o tt "s sn a' r br ,,+ r :: ii 8T1 T8��^^ 60 _60 TLC LED 1150 7 - i P>rt 3nu :4` i r fiii iliilf 1{tc_s 5700K-75CRI �� '`- 1;,fsr,rf4ttfl 121,000 lumens ------------------------ I ,t ,s i '.-----n r e e� x, s? � :��.td£rl2t�z' 28 I +1 2 +132 +124 +1 j Y%a 1 322kW ,'sv ' ' r , 40 Fi1F2EE3AY a € i TLC LED-1150 - 6.8 6.5 5.9 5.1 4,1 3.7 3.0 gr TLC-LED-1150 +1)>81,000 >81,000>81,000 I I T7 +127 +129 +1 Reported per'TM2111. See luminaire datasheet for details. R f f `• 1 I i t^� , f -• � `-,, ' """ "' a3 ?, `"`" t g'"' ""# Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco � 1 f4 Warrant document and includes a 0.95 +1 9 +143E +140 Y +1 y REVISIONS I , dirt depreciation factor. I _ Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken +161 +146 +1 i 2 f p p 9 In accordance with IESNA RP-6-15- '>> T15 T )RETENTION 1 �'^ �2 �6 }' e � _ ((�j� �r _E" s _ Electrical System Requirements: Refer to Amperage / q :f; l g:, r3 r--1 ; s Draw Chart and/or the "Musco Control System Summary" _- [ip e for electrical shin Y1. y +1 i6 i +146 $', +1 6 } g _ / �2s1 Installation Requirements: Results assume i-3% ' -" '' ?u-f r a q aA 1 _ °Jf C ' ' }a a € nominal volta a at line side of the driver and structures T nrlia 1[ enni �ientll at j TCn4tIS �Tef'Ini �Tflrii 6 g I €. . f 1 1 r . r.. + 1 . t Coo t - 12' S ecin I curt - 1L Stl .,ourt - 11 Court- 11 Court- 12' Spacin r t >y I E , E , 3 e f design locations. s. �- .�"� p O,a., f J located within feet (_my o des g tton � 9 . ' 1 ' f ' E , , 1 i € +1i 9 +143;� +140 rl +113 £ t i mmm l ha ,_. i MI__._._. a ( _Y 1 l `• .. rf u1 ,� ' , f f i r �, �, r = a 1 97 E 1 T8 T3 T7 -__ ` ,p' ,,1' I,. ,,,�/�y,, '* '..,+' emu., I ( t I +1 7 +127 +129, +1 la / } y a til...._.,.......,,>.�... -.-.,. _ ....... ..... ....,,..,..._,-. ,. -... ..<..... . . '" �' l ��' a \ � v„ e ` , _ 2 d'� p k< »e,",,..," 9 f 1 r .. TFFF£ 9 I..�",z +1. 2 +132 +124 ': +1 s, i'm�Fr �Y TM y_...... ee 1 iV 5'! - L E J f axt.t� ...._,: x.. ..t:.c:�: n No. DATE BY Description ------ - T4 ;�°. DRAWN BY A. ° APPROVED BY k 7R CHECKED BY k fy. ' r �a r ' TITLE SCALE IN FEET 1 :20 Pole location(s) +dimensions are relative " SCALE IN FEET 1 : 120 Pole locations) dimensions are relative to 0,0 reference point(s) �. 1 >1 to 0,0 reference point(s) i. U� Hop �_1 0' 20' 40' �-t 0, 120, 240' TENNIS CENTER ENGINEERED DESIGN By: Jared Brown • File #157065C • 19-Sep-18 Not Sports be reproduced in whole or pa without the written consent of fvlusco Nottobe reproduced in whole or part without the written consent of Musco Sports Lighting, LLC, ©1981, 2018 Musco Sports Lighting, LLC. Ei'dGINEERED DESIGN By: Jared Brown •File #157065C + 19-Sep-1$ Sports Lighting, LLC. 01981, 2018 Musco Sports Lighting, LLC. SPORTS LIGHTING CALCULATIONS DEI PROJECT NO: 50100451 SHEET NO. "PROVIDED FOR REFERENCE ONLY ® SPORTS LIGHTING CALCULATIONS AND DESIGNJ0 A PROVIDED BY MUSCO ® DRAWINGS ON THIS PAGE SCALED BY 0.90 TO FIT. r 1 1 2 ®®Dewberry m W 0 It. < u,,..,,.,. $ ,teA�.<,,,.� t $k x�' y:� �„�a�N N a<.<e r<.e E VA 4.... # Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.corn W _ C) f� ® U T� V1 V1 rTl CONSULTANT le/ 15 H T ,1:' INC-3 717 Watson Ave Charlottesville, VA 22901 Phone: 434,608.0690 jeffrey@i5lc.studio KEY PLAN SCALE VISIONS No. DATE I BY I Description DRAWN BY ;a1" APPROVED BY vj P1-3 CHECKED BY JPB TITLE TENNIS CENTER EXTERIOR LIGHTING ELEVATIONS DEI PROJECT NO: 50100451 -fw 00,11q E s. ___ 1 TYPE 6 LIGHTING COLLABORATIVE UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 7.17 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@i5lc.studio COUNTY SUBMITTAL a r. aurm)r�alTYPE: CM1 � 5ay��' �. ht." i " `�� 1 ' CAL #: HSL16•S BR-90-LED-LED-7-MIWF-27D-HIL-SMJB-BLP-XD HS"L16-f-S u E R I E 5 The HSL16-S accent light utilizes our interchangeable LED module while a remaining compatible with MR16 Halogen lamps creating a true "Hybrid" luminaire. Coupled to a brass body, our Thermally Integrated(D LED module Y ` provides superior heat dissipation, longer life and high performance. Our Storm Dra[nTh-0 lens drainage system prevents water from collecting on the lens to reduce cleaning and stop hard -water deposits. deal f illuminating �9 Pi or mid -sized trees and casting subdued light on low shrubbery. See HSL11 for additional size and wattage options. Features include: Powered by • Interchangeable LED Module in 3-12 WallLE19s • Cree XLAMPO High Intensity (XP-L) LED ht,f • 2700, 3000 or 4500K (CRI SO typ.) • Storm DrainTN Lens Drainage System • Thermally IntegratedO and Field Serviceable LED Module 0 cu�aeLP TRIAC Dimming to 10 /a fyp. - ys. • 12 VAC Electronic or Magnetic Source Compatible • Solid Brass or Solid Copper and Brass Construction €' rf"°�aru � P 9_ iP $2srz:3 ' k i1u-rzYs .. L 60' Angled Shroud 90' Straight Shroud No Shroud r>refru ORDERING GUMS: ]9SL16-- H (HYBRID) SL (SPOTLIGHT) 16 (h1R16 LAMP BASE) S (SIDE KNUCKLE) Q ifseC,I7ES REQUIRED FIELD (:..31NOICATES OPTIONALFIELD MATERIAL SHROUD BODY LIGHT SOURCE (LED or Halogen) ACCESSORIES MOUNT FINISH 9R Brass SO 'An G Grooved Leave Mark for NO LAMP SELECT LIP TO TYM: 112 1/2"Male Thread [ ] [ ] 60yIsd [ ] For Halogen pro., refer to Lamp Gulde [ ] [NAP]Nature] [CUJ Copper [90] 90° Straight [NG] No Groove [N] Hex Hattie [G(8] Ground Stake [BLP] Bronze INS] No Shroud t ( a ? 1 (LI Linear Spread [TIR-X] Trident Spike 19, or 92°) Living Patina f r--ir 5 AT t,]' i BLIPBL [P] Prismatic Lens [J83-5] J Box w1 Stake Extra Dark Micro Prismatic Power LED WATTAGE OPTIC LED COLOR IMP] [P/B-51 Box w/ Stake 131 3.5W [NJ 10' Normw [27012700K [F] Frost (Diffusion) (Inc. 6OW 120-12V trans.) [N]] Nickel PVD 151 5.5W [M] 25' Medium [30DJ 3000K [01 Opal Lens [9x18] Telescopic Riser [7] 7.5W [Yd] 40° Wide [45D] 4500I( [R1, 2, 3 Or 4] Red (Specify 5x10, 7x14, 9x18 or 11x22) [12] 12W EWFJ 60' Wide Flood [A] All Optics Kit [0] = Donriable [01, 2, 3, or 4] Green [r1MJ Trellis Mount [81, 2, 3, or 41 Blue [S/a] Splice Box 4 as ryr,,� wFsx 9 'z V 4 :' i,isaa* T sv [Y1, 2, 3 or 4] Yellow [T/S] Tree Strap 4� [DTM] Bolt -on Tree Mount �fRYd]A.:,cessory ftea:ner° s a c [X] = Specify Length z t a✓ 2 .r rsxr'$r 'Required when usin ✓`sr`y�r zZa� f7�V't g NOTE: See AMS Mount Guide ( s al aaa a a 3dig 3 aaessoiies vr! MRt6lamp x for more options s i at �ta�,,xatas a;a1yi''i'xfd 6 a��s�az`Cz,;.rxxda ��1 � ,a r'vrhrtg2P�a ri�isfni tai,i ---- ---- �11 j{ s i xi, z q 1 E 4 4aa3FF 2 „� t a s is �f '? asset t a tfs.i Y,Y , r yy A ?' 22.A 1 4 3 r�4t` z2.F2 s rt? ISS t ,3 .-,a.a,t d .Fa lzt s-. -a a=a d py" v.�. Z.. n c I Sa a.ax3 sx> , 8x18 TIM e!a Tia aTM 1/2 CIS T7R Im-S 3' P@S •____. _____. I % v CARLSBAD, CAI PHONE 817 942 1179 1 FAX 760 931 2916 1 E-MAIL SALES r@AURORA.LIGHT.COM AURORALIGHLCOM Ut yg :; °.,,^.� In a continu.ng product Improvement Frog urn, P.uroralight reserves the right to modify product specrficsdens w!Ihout noCfraUon. C? 2U78 Aumullght, Inc. 9-12-REV-7.5 - PRODUCT DATA SHEET - 5 i I i5 LIGHTING COLLABORATIVE 7.17 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@i5lc.studio ALPHABET LEDVAbiands TYPE UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 CtrT�11�� �•L��I�#�I /7�i�_!� 16774 Gateway Circle PH: 714.259-9969 Alphabet 8y Ledra Brands Tustin, CA 92780 FAX: 714.259.9969 v°wvr.alphabatlightiny.com Job Name: Contact: Ordering Code: I Fixture Type: Standard 601 Assymetric 901 900 r Symmetric 120, a conUnu V g SPFUrt to offer Yi�e 6osi produvt pos�ol3ly¢ mswvo ore r ghl to drmryv, wit` �ut norva, Y,>9c+i{aa�ens a ma[.r ais+hat:n ovr opu .on erlll rol aticf [ha `-man O JIs p Suct. V 11 ::%U 17 I .ZEFA750 I Page 2 of 4 j TYPE 6 LIGHTING COLLABORATIVE UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@i51c.studio ®1lF��° SUBMITTAL z TYPE: CM1 -MOUNT r� - aurao1 r CAT. 9:SMJB- AMS-1-3-XX-BLP-XD _If h ual A SMJB J-BOX S EFII E3,•., The SMJB is a 10 cubic inch, surface mount J-box machined of solid brass. The SMJB represents the highest possible quality in materials and construction available anywhere. Use when surface mounting 12v or 120v fixtures where you need a _ wiring box to endure even the harshest elements; ideal for coastal applications. Our proprietary gasketed and scree✓less faceplate eliminates twisted wires and visible fixture nxture installations foss[ and neat Standard 10cubicirich sizewith dbt hardware,making SE and 8 cubic inch screw on extensions making 10, 14 and 18 cu. boxes or use multiple A Tad ✓ -4 ;, �✓,�"r`���,a°dr� extensions as needed. 1 or 2 hole faceplate and machined plugs included. v--- 1/2-1-5-BLP r "' 1/2-2-5-BLP i i I I 311" 37/2" ,ry p 31/2" 89mm 89mm 89mm � � 10 cu in (Standard) +4 cu in Extension +8 cu in Extension Pmr« ®i2JhERJPdG GUJDE: 3� SM (SURFACE MOUNT) JB (JUNCTION BOX) C_-) M04ATES REQUIRED FIELD [:3ih'DoA7c'S0PrIONA.LFIEW FIXTURE ATTACHMENT FACEPLATE KNOCKOUTS VOLUME/EXTENSION FINISH [1/2] 1/2" NIPS Female Threaded Hole [1] Single, V2' Threaded Hole [3] 1/2' (0) Side, (3) Rear 14] +4 cu in [NAT] Natural Fits Aurora path lights & t/2" Universal fixtures p 6 [2] Double, 1/2" Threaded Hales [5] 112" (4) Side And (t) Rear (8] +B cu in [BLP] Bronze Living Patina [AMS] Auroralight Mount System EELP.XD] BLP Extra Dark Adds 1/2" Brass Adapter to fit SL, LSL and HSL [NI] Nickel PVD series directional lunrinatraa. BOX EXTENSION - I(1(.°¢ 3'a rda Si 2nr{( 1i ,n � dt. - f , >r-d VI ' /{ I. �a 22 kt3 ? c iY1 �3 V, i � a i r 14] 181 N L 3 ,.n CARLSBAD, CA I PHONE 877 942 1179 1 FAX 760 931 2916 1 E-MAIL SALES @AURORALIGHT.COM I AURORALIGI-1-f.COM oxs In comircIrg product Improvement program, Auroralight reserves fie right to modify product six eillrations without noaflcellon.0 2018 Auroalight, Ire. 9-12-REV-7.6 o5rrn - PRODUCT DATA SHEET - I 5 ------ ----- i5 LIGHTING COLLABORATIVE 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t! 434.608.0690 e: jeffrey@i5lo.studio TYPE UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 16774 Gateway Circle PH: 714269.9969 ALPHABET Alphabet By L�dra Brands Tustin, CA 92780 1 FAX: 714.259.9969 www.alpirabeiiighting.com LED?dilt'rands Job Name: Contaot: Ordering Code: Fixture Type: LED Spacing ix a Ix u ix a ix u 0.5m 107 0.67 82 0.51 61 0.31 47 0.19 1.0m 55 0.76 41 0.53 31 0.04 24 021 2.0m 27 0,78 21 0.59 15 0.34 12 0.21 Ix = average lux u = uniformity color temp = 30001( LED Spacing Ix u Ix a ix u Ix u 0.59, 216 0.76 164 0.68 121 0.66 95 0.66 1.0in 109 0.82 83 0.72 61 0.72 48 0.72 2.0m 55 0.84 41 0.72 31 0.71 24 0,72 Ix = a✓snags lux u = uniformity color temp = 30001< STANDARD BEAM - LIGHT FROM ONE SIDE STANDARD BEAM - LIGHT FROM BOTH SIDES path width 1.2m 2.Om 3 0m 4.Om path width 1.2m 2.Om 3.0m 4.0m LED Spacing Ix u Ix u Lx u .x u LED Spacing ix u Ix a IX u IX u 0.5m 147 0.7 113 0.4 79 0.12 58 0.02 0.5m 195 0.87 103 0.66 61 0.12 46 0.02 ......_...74- __0.71__...... 57.___4A4--_40_0._12-_- 29 0.02. 1.0rn_------ --°-' __..._O:El7_.._._.-5?- _0•62._--- 32____ 0. 11 24-_0.02__ 2.0m 36 0.22 28 0.11 19 0.03 14 0.01 2.Om 43 025 25 0.15 15 0.05 11 0.01 Ix = averaga lux u = uniformity colortemp = 3000K Ix = average ltxx u = uniformity color temp = 3000K a¢w rnulrg H'vre tv vier Yvo Sesv pinducr pus v¢vr.,m:,arvo ifie r'yht todia•yv, n-29rcul nor ea,.i .aclu rs i, meter r'e that o,o p'n>n ,d,l r.c[aeera ef_wyon vfnepvouct. v.11.20.17 1 ZE1A750 I Page3of4 • � - -� TYPE 6 LIGHTING COLLABORATIVE UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@i5lc,studio®1JNT�l SUBMITTAL � j � �� 15774 Gat way Circle I PH: 714.259.9956 www.alphabetlighting.com Alphabet By Le Brands ALPHABET / _ Tustin, CA 92780 FAX: 714.259.9569 LE�ar11:rrartds Job Name: Contact: Ordering Code: Fixture Type: Description - -._. TA 5 Series Puck i the most flexible and vandal resistant LED handrail lighting module on the I -"""'. The Z_ 7 0 �e s y y market, offering unrivalled unifomilly and photometric performance. Designed with the specifier in mind, s k f 4'-5 Ff 3�5 it�C'J 'tS It accommodates a wide range of options of beam distribution fare clean design. �;:,412 s r rt 3 r r z i t£t{ilz i4118) �.z°a'.S. f, •i's'ss-s4sr r f, ,n rZs:':d tgz zr 7s.4a p r 1a--azaa a 33's' „sd:'x*s i2a f 1�d; °;z'"x'z' fit(a The pucks can be Installed in new handrail or retrofitted Into existing handrail, flat or oval metallic s 1 'I r . I Pt t Puck for i f structures and surfaces. Powerful _. smelt and unobtrusive makes he Handrail deal o i Y fight. incorporation into street sculptures, Illuminating artwork or to wash walls with clean, white LED materials electroplated t I. Other custom m- t ri s available The is engineered 316 a ee O e rro i t ri n including aluminum, brass, alit super -duplex stainless steel (which offers exceptional corrosion ding al r arid sup +a xf+3iic tip i r a f Please consult facto far [mesa custom options. resistance as well as custom aimed rushes. e ✓ `r ), P N P <� tint ,, tr,,§r{fs, in „�„I rt ,MaT.i�FSt#, z : °4 At standard handrail height the pucks provide 11 foot-candles at the surface below. They are offered ... i with wide, narrow, and asymmetric beam patterns. ETL wet rated for outdoor applications. For round handrail, the LED pucks are field instalied'.vith use of the ZEfA750 series Drill Taal Kit. For flat surfaces, °z7s a `�> t+ttft the installer may ---as their own drill bits and threading taps. Please refer to the installation Instructions. s � � SZSSti � a71 Housing E;Caemeiy durable 316 stainless steel marine grade housing, with 3.5" (90mm) 20AWG wire h! loads. Choice vfi Tn Wall (recommended for ease of installation), or Heavy Wall. Curved face or 2 flat face options available in three different beam patter. 60', 90° asymmetric, and 120'. a Mounting a a s r £> Type of Surface- Install in metallic surface only for proper thermal dissipation. Luminalre is for use In non -Insulated recessed surfaces. a s r p iy,z'z s PIS Railing size - 036.Omrn, 1.496In to 100.0mm, 3.937m. k pt Thin Wall Puck minimum wall thickness - 1.5mm, 0.059in. Heavy Wall Puck minimum wall thickness - 2.5mm, 0.9601n. MmIniurn distance between lights 101.Emm, 4.000inches (center to center). Max 16 lights LED Performance may be connected in series. LED: Cree)(PG Lumens COT Electrical / Led Driver DUV: .001 104 ]m 2700k - 3VDC, 500mA, 1.5W (Remote Driver Required) COR 2700k, 300ok, 4000k, 5000k 111 im 3000k CRI: >130` 119 tm 4000k Listings Life: 90% at 51 k bra based on 127 Em 50001, t D - ETLus Listed o UL708 (suitable for wet locations) LM-80 testing - cETL Listed to CSA C22.2 4250.0 Warranty: 5 year limited warranty - Impact tested to IK10 (EN62262) 'At IP66 rated 5000K CRI >70 - -ADA Compliant when using handrail diameter 31.75mm (1.25') to 38.1 min (1.5") O.D. ro law the steps to specify your fixture, rsxample: 750 Part Number CCT Beam Face Type Wall Thickness 750 Rail Puck 2 27001< 1 Standard 60° 1 Curved 1 Heavy 3 30UUk _ Symmetric 120' 2 -tat 2 Thin 4 40001, 3 Assyrnetric 90' 5 5000k Heavy Wall Flat F Thin Wall Flat Face Itaav wall fanned Face 'ruin +Alan Curved Face as a at ace C y y - flat surfaces - Mounts to flat surfaces - Mounts to pipe size: 2.'38mm - F31CCmm Mounts to o size: D36mm - 43100mm -Mounts to PP PP - - - Wali thickness a 2.5mrn - Wall thickness s 1.5mm Wall thickness a 2.5mm wall thickness 1.arnm - Mounting thread. Mt 6x1 mm - Pv4oun4ing thread: fv116rtnun - Mounting thread: M 16xl ram _ - Mounting thread. M 16x11nm - Requires counts rbore 01 Small i.8mm T - Requires cc miteroore 01 trim x 1.8min.r. LIVi-t Ina¢enYnuiriy ofrort to of(¢r the lr �t prWuct4-:bim�v¢rc�evetheriyht to chnryrs,wttl•eu[notce, spacriwetionc or nee¢e,[het noi:reF's1+�v.i.l not¢[3rdronnclion of No proud. 1.11.20.171 ZETA750 IPag01o£4 - PRODUCT DATA SHEET - tf f r tt ¢r i 1 l a i5 LIGHTING COLLABORATIVE 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@15Iastudio TYPE 1 UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 ALPET Alphabet 5y Lsdra Brands ( 15774 Tustin, CA 92780 ateway vole FAX:714.59.9959 714?269 9969 I v°vuw.alphahet!iyhting.com LEJYdelbrands Jab Name: Contact: Ordering Code: Fixture Type: rt Driuerp� Livantity Power Spec _ram ®® ®� P70416-500 26W LED Driver for 2-16 fixtures -'�-®- 120-2771J, 26W, 500mA, Trailing Edge (ELV) dirnn Ing P70414-ZOO-ECO 50W LED Driver'ed box for 1-15 fixtures per channel (1 channel driver) 120-277V, 5OW, 500 A, 0-10V (1%) dimming P70414-500-SOLO SOW LED Driver vd box for 1-15 fixtures par channel (2 channel driver) 120-277V, 50W, 500mA. 0-1 OV (.1 u) dimming P704513-500-ECO SOW LED Driver v✓7 box for 1-15 fixtures per channel T channel driver) 120-277V, 5OW, 500MA, DALI (I %) dimming P70469-500-SCLO 5OW LED Driver w/ box for 1-15 fixtures per channel (2 channel driver) 120-27711, 50W, 500mA, DAL] (.1 %) dimming P70370-500 SOirY LED Driver w/ box for 1-10 fixtures per channel (3 channel driver) 120-277V, 50YV, 500mA, DMX/ ROM (0%) dimming Note 1. All driver bores are name 1 rated for dry location only. wet fated name. enclosure to be provided by contractor as needed. 190 b * Not shown, wire crimping pliers. 1 1 x drill jig with clamp 2 1 x drill clutch assembly with 15 + 16mm cutters 3 1 X drill tap assembly with MIS x 1 tap 4 1 x M16 x t tap (spare) 5 1 x File 6 2 x 15mm cutters (spares) 7 1 x 16mrn cutter (spare) 8 2 x cutter removal tools 9 1 x 10mm nut driver 10 i x 2rnm A!Icn key kit 11 1 x insertion tool 12 1 x bottle of cutting fluid ' Not shown, wire crimping pliers. Rental Procedures and Fees -Tool Klts are rented for a period of 30 days from time of shipping. - lCils will need a separate PO for the cost to replace the {clt as a DEPOSIT to be invoiced if not returned on time or in working order. - No involce'xiil be issued if Kit is returned within allotted Lime inspected for to ensure noting is missing and it is operable. - A non-refundable / non-negotiable RENTAL FEE for consumab]es arid labor is charged for every order. Consult factory for fees as they are subject to change. - For thin wall pucks: Drill 15mm hole in mounting surface; then thread 15mm hole using M1 Gx1 ram tap. - For thick wall pucks: Drill 15mrn hole In mounting surface; drill 16mm counterbore 1.8rnm deep; then thread 15mm hole using M16x1n1m tap Drill bits/taps provided by others. „ n, ni i t rtorn,,, r ho,mill u O. 4 ' I yr ,v tsar mat i ,vim tr t � _�fv t¢,"cv niaterastrzi ou _ v u a _ u c u v.1 t.2 .17 ZETA7r F ce4of m a car eneo - ETvrc to o'rer rro osst -odvct vss u v e rise a n d ai cu o cp a ., 0 JO a F p' " g ,-.. rupu,. sFro' gg .i y ( i rd®®®,i De wberry ®®®, Dewberry Engineers Inc. 4805 Labe Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com L i Coll 7 U d ® 77 I-U > U I®( O CONSULTANT x � �q g p� h '- t.. e.�. fit », f, .. . ,As 3' ;;' i,F ,� � �b«l,� � 717 Watson Ave Charlottesville, esville, VA 22901 Phone: 434.608.0690 jeff ey�i i5lastudio KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY t PB1 CHECKED BY r=' TITLE DEI PROJECT NO: 50100451 SHEET NO. - PRODUCT DATA SHEET - - PRODUCT DATA SHEET - - PRODUCT DATA SHEET - 1 0 E Jb TYPE i5 LIGHTING COLLABORATIVE UVAVARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 2019 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 COUNTYSUBMITTAL t: 434.608.0690 e: jeffrey@i5lc.studioPE SLIDE 00 Aij SERIES SERIES UfV A 1'ENN);S a Approvals ARCHITECTURAL AREA LU W WdRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Finish: The Beacon Slide iuruinare is avalable wtth a • IFS polyester powder -coat dectro- choice of different LED Wattage configurations statically applied and thennocure 1. ° r'configurations statically applied and thormocure 1. r r' and optical distributions designed to replace HID • IFS Finish consists of a five stage Fighting up to 40OW IAH or HPS. pretreatment regimen with a polymer primer sealer and lop coaled with a thermoset Construction: super TG O poyester powder coat finish. Y +The upper portion consists of a shade in a ^ The finish meets the AAMA 2604 r choice or decorative styes, topped by a pe fic rFai specification which includes ssirr a 30.YJ hour saltspray test for tna cast aluminum cap, and to which g thedecorD flee optcal assembly is mechanically secured. cenoscn resistance and resists crackng or +r loss of aohas.en per ASTM D522 and resists • The electrical cnamberifitter shall be an }? surface mpacts of up to 160 non pcurds. •r : alurn;num, decorative fitter designed to accommodate the driver assembly and „• shall mount to 3" OD x 4" H tenon and be Listings: secured by three stainless steel set screws. • Certified to UL8750 , UL1598 and CSA22.29250.13-14 for wet locations Electrical:+ IDA approved + 100V through 277V, 50 Hz to 60 Hz (UNV) • Power factor is a 0.90 at full load Warranty: DIMENSIONS • One piece optical cartridge system consisting of an LED engine, LED lamps, optics, gasket Five year limited wamarhty (for more Information and stainess steel bezel. visit: sw,w.n, nt;N.hiNteno r >aor;r z,lS rranm). • Cartridge is held together with internal brass star doffs soldered to the board so that it can } be field replaced as a one piece optical system. - — — + Dimmirg driver are standard, but must contact factory to request wiring leads for purpose of external dimming controls r' I"( • fixture electrical compartment shall contain all 1 ED driver components. ' + A Buttn Photocell Is available for this fixture. - - .Rated' m lent r ttrx tern r fume 30`C al b cps a ,d pea 3 to 40°G. • Surge protection - 20kA rt + Lifeshiaid"^ Gircud -protects iuminaire from excessive temperature. The device EPA:1.1 shall activate at a specific, factory -preset 30!be temperature, and progressively reduce power over a finite temperature range. Controls/Options:- +Available with Energeni for optional set I dimming, timed dimming with simple delay, ,�• or timed dirnming based on time of night (see (y Lwyv°J benw,r1nR.%iUctS r;Jnt/4rbdu(:t_Jcram�nij. Ye: ei^ • In addition, the Slide can be specified with SiteSyn.- wireless control systern - - - for reduction in energy and maintenance cost fi U while optimizing light quality 24/7 See __ order rrg information or 1st for more details v rvvhub6 1 <rAcmrit on. r I d r� s/sHesvrr/ W EPA.1.2 .. .....- 31:bs I f CERTIFICATIONS/LISTINGS ... �� EPA 1.2 I 31 os SN • C ���III ua tm�'s°rta S 3000K erA,rmxx CCT• only Beacon Products + 2041 581h Avenue Circle East Bradenton, FL 34203 + Phone: 800-345-4928 =311, 11 OB Doe to oar continued efforts to Improve our products, product spoo ficadors ate subject to change without notice. . , ril l.. 02017eEACCNPRODLCTS All flights neserved+For mere information ns'tourwtb5te:w .tucnaprodUc's.cmn a limnedih UJ1 SID-SPEC JUNE26,201o1131 At.4 — PRODUCT DATA SHEET — i5 LIGHTING COLLABORATIVE 7.17 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434,608.0690 e: jeffrey@151c.studio SLIDE �e M SERIES ARCHITECTURALAREA LUMINAiRE SPECIFICATIONS Intended Use: Finish: The Beacon Slide luminare is available with a •IFS polyester powder -coat electro- choice of different LED Wattage configurations statically apphed and the. mocured. and optical distributions designed to replace HID • IFS finish consists of a five stage lighting up to 400W h"H or HPS. pretreatment regimen with a polymer printer seder and top coated with a thermoset Construction: super TOO polyester powder coat finish. • The upper portion consists of a shade in a ° The finish meets life AAtaf.A 2604 choice of decorative styles, topped by a performance speclhcabon which includes decorative cast aluminum cap, and to whidl passing a 3WO hour salt spray test for the ofassembly is mechanically secured. corrosion resistance and resists cracking or • The electrical chanlber/tittar shall be an loss of adhesion per ASTtvt D522 and resists aluminum, decorative fitter designed to surface impacts of up to 160 inch -pounds. acoornmodate the driver assembty and si ,cl mount to 3' OD x 4" H tench and be Listings: secured by three stainless steel set screws. • Certified to UL8750 , UL1598 and CSA222250.13-14 for wet locations Electrical: ® IDA approved • 100V through 277V, 50 Hz to 60 Hz (UNA • Power factor is t 0.90 at full load Warranty: • One piece optical cartridge systern consisting of an LED engine, LED lamps, optics, gasket Five year limited warranty for more information and staimess steel bezel. visit: vrww.n Ihbe-r rg�, c1 so) ash- � s7warrnn v�. • Cartridge is held together with internal brass standoffs soldered to the board so that it can be field replaced as a once piece optical system. • Dimming drivers are standard but must contact fbetery to request wirng leads for purpose of external dimming controls • Fixture electrical compartment shall contan all LED driver components. • A Button Pihotocei Is available for this fixture. • Hated ambient operating teniparatura-30`0 to 40'0. ^ Surge protection - 20kA • LlfeshieMT" Circuit - protects Iuminalre frorn excessive termperatu a. The device shall activate at a specific, factory -preset temperature, and progressively reduce power over a unite temperature range. ControteaOptions: • Avai!abie wRh Enercgeni for optional set dimming, Urned dimming Whir simp:e delay, or 5mad dimming based on time of night (sea vvJ bF,tacnn)rrxiucts corrkrroduct�/onergsJ, • In additon, the Slide can be specified with sitesy..". wiraoss control system 1cr reduction in energy and maintenance cost while optimizing Iight quality 2417. Sea ordering information or visit for more details wwev h, trb�l-�rt<m,a;bn ronJcrzxi x'e/9 t�syrxJ CERTIFICATIONS/LISTINGS - Cap us y •sccorc cr rn;y PRODUCT IMAGE(S) DIMENSIONS 16 EPA: i.1 30 Ibs EPA:1.2 31 lba Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 + Phone: 800 345-4928 1'' 7r Due to our contirued efforts to improve our products, product specifications are subject to charge witrlem notice. �x a:de4 1,ei x,3 02017 BEACON PRODUCTS, Al K9 ,-•S Reselool-For morarbrmann nsit cw +obi www.boaampnedeobscon •PritedlaUSA SLD-SPEC J'JNE2a,201a1131Ah1 I ' TYPE 6 LIGHTING COLLABORATIVE UVA VARSITY TENNIS FACILITY, CHARLOTTESVILLE, VA 02 JAN 20-19 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@i51c.studio ®U�9i>F SUBMITTAL ORDERING INFORMATION ORDERING EXAtilPLE: SLD/36L-80/5K7/41UNWCTS/BBT g .3 241 i ptls..s j ;s- SLO Slide 24L-27 2 W, LED array 3K7 3000K, 70 CHI UNV 120-277V #,. CTS curved shade DO Dark bronze textured 24L-55 55W, LED array 4K7 40001C, 70 CRI PEC-120 button,120V STS sloped shade IN. Black matte textured 36L-80 80, LED army 5K7 5000K, 70 CHI PEC-208 button, 208V FTS fiatshado PS Platinum silver 4OL-110 110A LED array PEC-240 button, 240V WH White textured PEC-277 button, 277V GYS Gray smooth FR type I BZT Bronze textured 2 type II t GOT Basic black textured 3 type III GENT-XXZ energeni CC Custom Color (RAL#) 4 type IV S%VP=^ SiteSync Wireless 4W type IV, wide Pre-C6mmissicn 5R type V, rectangular SUM type V, square medium 5W type V, round wide Accessories and Services(Ordered Separately) ' To rotate opt, Left or Right 90 degrees, specify L or n after ills optical distribution. Example:4L SWUSO* Site3ync leaded an OSB clash drive (Windows based only) ' When ordering Eergeni,specify theruUmassung code (Example GEM-41). Sea Energeni brochure and S➢'lTAB* SiteSynf Windows Tablet cahr Settingtable pwortidLoenorsl r.ambslafow emlamid P=nstrauvsofocSWBRG' SiteSyneWifeless Bridge Node Screesevnns• reyrrohdaobpbweil auaxnati�r lrcm_ SM1cgroupud e ;tineuct5siiesvnd for fanner dpcails.Ordee at least one SiteSplc interface accessory SWDSB orSWTAB Etch opton contains SiteGync License, 'when eNering wi th Sitesync one of the following interface options must be chosen and ordered GUI, and Bridge Node. separately. Each opu m contains the SiteSync License, GUI and Bridge Node. a• It needed, an additional Bridge Node can be ordered. PHOTOMETRICS Type II Type III Type IV SLD-48L-110-51(7-2 SLD-48L-110-5K7-3 SLD-48L-110-5K7-4 as W b0 a W an a• M `ill d, a2W 4D' 4a m \ lop'�>-as x GO' I., l Type V Square Medium Type V Rectangular Type V Round Wide SLD-48L-II0-5K7-50M SLD-48L-110-5K7-5R SID-48L-110-5K7-5W us a' ad, w Q 1I1 % 40' % ` �\ 2p tie "" s /> Bff ~ 11c % � \ e J / r. Beacon Products • 2041 581h Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 $� � �Y i 6 CI Due to our continued efforts to Improve our products, product specifications are subject change without notice. fs c k a - -°_• _-+ e, 02017 BEACON PRODUCTS, All R:gllts Reserved • For more hfprmatien Yisd oanvebsite: vntvr.baacoapmduck.com • Pdnted in USA SLIDE SPEC JUNE 26, 201811:31 AM — PRODUCT DATA SHEET — *5 3 6 LIGHTING COLLABORATIVE 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@51c.studio ORDERING INFORMATION ORDERING EXAMPLE: SLD/36L-80/5K7/4/UNV/CTS/BBT - --------- T � t� .,---- 4 SLD Slide 24L-27 27W, LED army 3K7 3000K, 70 CHI UNV 120-277V y ' CTS curved Shade DO Dark bronze textured 24L-55 55W, LED array 4K7 4000K, 70 CHI PEC-120 button,120V STS sloped shade BL Black matte textured 36L-80 80W, LED army 5K7 5000K, 70 CHI PEC-208 button, 208V FTS fiat shade PS Platinum silver 4BL-110 110A LED array PEC-240 button, 240V WH White textured a PEC-277 button, 277V GYS Gray smooth FR type I BZT Bronze textured 2 type II t BBT Basic black textured 3 type III GENE-XXa energeni CC Custum Color (HAL#) 4 type IV 4W type IV, wide 5R type V, rectangular 5UM type V, square medium 5W type V, round wide ' To rotate optics Left or Right degrees,sperm/Lor Rabler thaoptical distribution.&emple: at. ' When ordo,!no Energeni, specify Lie routine setting code ftomple GEM-04). see 6lcrgenl brochore and insucct re for setting table and options. ' F;cta:ailabla with other nire!ess conbul or sensor options Specify grouparld �eeeattime ofoNer--Seev ,LLL_r ll ,l,hmh -rl �rl /ic es-v Giwfurther ' detail. Order at peer one SbSyrc n+zrtace accessory SWJSB or MAIL Each ophm contains SiiaS/tic License, GUI, ant alidge Node. PHOTOMETRICS Type II RI D-dot -11 r1-5K7-9 A Type V Square Medium SLD-48L-1 1 0-5K7-5QM r SWPar SiteSync Wireless Pre -Commission Accessories and Services (Ordered Separately) SWUSB* SiteSync loaded on USB flash drive CNindows based only) SWiAB* SiteSync Windows Tablet SWBRG* SiteSync Wireless Bridge Node 'when ordering wilt Sitef%mc one of the fohoving intarace options must be chosen and ordered separately. Each option curdalmi the 3 bSyre License, GUI and Bridge Node. +unsoiled, an additional Bridge Node can be ordered. Type III Type IV SLD-48L-110-50-3 SLD-48L-110-5K7-4 a Type V Rectangular SLD-48L-1 1 0-5K7-5R Type V Round Wide SLD-48L-110-5K7-5W m' r Beacon Products ^ 2041 58thAvenue Circle East Bradenton, FL 34203 +Phone; 800-345-4923 (� 0 CODue to our centnBad efforts to improve our products, product specifications are subject to change without notice. .?' r. rt :,..,. 0 a0178FACON PRODUCTS, All Rights Reserved -For rare fofonnaton visit our website: wvmbeeconproducts,cum•Printedln USA SLIDE SPECJUNE26,201a11:31Afd - =-1 i5 LIGHTING COLLABORATIVE 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@51c.studio PERFORMANCE DATA ' Wmen values are from photometric tests performed in aaordar:ce with IESNA LIM-79-08. Data is considered to as representative of tale configurations shown.Actual performance may differ as a result of end -user environment and application. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE ' Projected per IES`LAT 121-11 Datareferences the ext opaLted peilerinallce pre;ectlons for Lie base model in a 40'C amblent, based on 10,000 hods of LED test rig per IEStVA Lht-BO-tie. 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 400C 1047 0.98 Use these factors to determine relative lumen output for average sm, dent temperatures from 0-40°C (32 104'F). Beacon Products + 2041 58th Avenue Circle East Bradenton, FL 34203 + Phone: 800-345-4928 ,,, e without notice. Due In our continued efforts to im rove our redacts product specifications are subject to chart rltnou=5:��ai:f�L:,'. P products, p P ) g 02017 BEACON PRODUCTS, All Righs Reserved For more irRormadon visit nor w.ebsie:www.heacoLpmduefs.com •Printed in USA SLIDE JUNE 26, 207611:31 AM — PRODUCT DATA SHEET — - - - - -------- i5 LIGHTING COLLABOR9FIVE 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434.608.0690 e: jeffrey@i51c.studio PERFORMANCE DATA 'Lemen values are from phommehfo tests performed In accordance with &3NA LM-7e-08. Data is considered to be representative of the c-onrigot ions shown.Acti al performance may differ as result orend-user environment arid application. Beacon Products + 2041 58th Avenue Circle East Bradenton, FL 34203 + Phone: 800-345-4928 ` h with tit notice. _ k a -. r"a Dua to our continued efforts to Improve our products, product specifications are subject to c ange o :. ?,�.,., p p-==< +• e, 02017 BEACON PRODUCTS, NI Rights Resolved For more information visit our websito:vmw.Leaceaproducts.com •Printed in USA SDDE JUKE 26, 20f811:31 AM Y`®®®i1Dewnerry ®®�r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 20 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Fri n CA 0 r-Ll U �I CONS UL`I'AN'r /15L10`riT1NJ(3 COLLABORAMIF,' 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey@i5lastudio KEY PLAN SCALE REVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY e!€' t CHECKED BY .JPB TI'i'LE DEI PRO iECT NO: 50100451 SHEET NO. — PRODUCT DATA SHEET — — PRODUCT DATA SHEET — — PRODUCT DATA SHEET — 1 0 M LJ X "NOTE - W TYPE IJ- LIGHTING COLLABORATIVE UVA VARSITY TENNIS FACILITY, CHARLO-ITESVILLE, VA 02 J/aN 2010 717 WATSON AVE, CHARLOTTESVILLE, VA 22901 t: 434,608.0690 e: jeffrey@i5lc.studio COUNTY SUBMITTAL SUSPENSE - model: W5-W19 LED Outdoor MODERN FORMS a wnc u�-mE`x� r,.:ys�,nr!r Fixture Type: r r§op,2 d�.pi"nyYpE' p _ Catalog dumber: Project: Location: I 6: 2 t si 9" 17" T-E wii-J 1d3yt'"`i,YLhY,-,s, fPtS2Yf 1:ffiida'>. �&i�$i�?3,1¢i 3:itf1€"k.i�l'Z.51iiY PRODUCT DESCRIPTION Giving the proverbial nod to tradition, it takes a powerful LED to pull off this look in a dark sky design. This contemporary lantern showcases a mouth blown clear glass element and is equipped with state of the art LEDs fora filament -free design. Couple your passion for living with our passion for lighting. FEATURES SPECIFICATIONS • ETL & cETL listed forwet locations Construct -son: Aluminum with a thick, mouth blown clear glass element. Dark sky friendly Light Source: High output LED. Universal driver (120V, 220V, 277V) for WS-W19'17 Twist luck glass for minimal hardware Dimming: Dims to 10%with an electronic low voltage (ELV) dimmer. Integral transformer in canopy Mounting: Mounts directly to junction bo x Replaceable LED module • 70,000 hour potential life Finish: Brushed Aluminum (AL), Bronze (134 • ColorTemP:3000K • CRI:90 ORDER NUMBER RPPLACEMEN r GLASS LED Delivered Innerglass Fixture Model Height Width Watt Voltage Lumens Lumens Finish RPL GLA-1911 DVS W1911 11 11" t1 11V1 120V clqGO 590 RPL-GLA-1915 VISWI915 WS-W19 15 15' 70" 11SJ 720}✓ ffU E25 AL PruslredA(umtnum BZ Bronze RPL-ULA-1917 WS-W1917 17 17" 14" 11 ilnI luju 4-i5 4S-UU 7 - El Example: WS-W1915-AL waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.25118 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WACLighting retains the right to modify the design ofour produces at any time as part of the company's continuous improvement prograrn. OCT 2016 - PRODUCT DATA SHEET - SPORTS LIGHTING BY OTHERS, NOT SPECIFIED BY i5 H ING COLLABORATIVE Driver Data Luminaire Data Electrical data Weight (luminaire) 45 lb (20 kg) 33 ; UL listing number E338094 Rated wattage' UL listed for USA / Ca - 2 Wade UL1598 CSA C2 2 Per driver 1170 W No.250 0 Per luminaire 1170 W "n^x <;. CE Declaration LVD, EMC, RoHS Number of luminaires per duvet 1 `E Ingress protection, luminaire IP65 Starting (inrush) current <40 A, 256 µs e� Material and finish Aluminum, powder -coat tea,, Fuse rating 15 A painted- ted UL, IEC ambient temperature rating, 50°C (122°F) Wind speed rating (aiming only) 150 mi/h (67 m/s) electrical components enclosure _ UL, IEC ambient temperature---� 50°C (1220F) Ingress protection, electrical IP54 rating, luminaire components enclosure Efficiency 95010 Photometric Characteristics modem.moptional_m Projected lumen maintenance per TES TM 21-11 --Dimming Range, energy consumption 14 100% L90 (13.5k) >81,000 h 25.00 in m Range, light output 19 -100% (635mm) L80 (13.5k) >81,000 h r L70 (13 5k) >81,000 h € t 1 ...,.�c...o., .r..r..e......la. tem d coI r to m e., ratur,.,e.�.,.,..5.,: 700 .,_..,K:,,,,, SS t :f I fE4Y fY Vf ff Mt If ,:I { T /s (f { C I., I IIo I,,,I0, [ i I 4.}I . i,4..,t�. i:,rI{•I, II I 44t!II� )..lta.tAIL"YZYf, �tl,(,aI i€ I.' (�.I[ y2 i?,Ji„A(Vlt .�.; I to, l ' } II)aIt . fi,, i, j. ji..,1 �.�CIE Color rendering index(CRI) 75tYp 70 min ,i a3, 4,. ... ciI rat ,.x3,. T .;,i. , .v, .l {y II �alili.,Y.l 1 O.00In aa, min, Lumens 136,000 r li z L It (I. iiSi4 � { { [1fi.,f1 iif.l.i. fll.d.ti I�l i f,l,l Footnotes: 1) Incorporates appropriate dirt depreciation factor for life of luminaire. 26.00 in (660 min) Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation in 25°C ambient temperature environment. 2) Operating current includes allowance for 0.90 minimum power factor, operating temperature, and LED light source manufacturing tolerances. Notes 1. Use thermal magnetic HID -rated or D-curve circuit breakers. 2. See Musco Control System Summary for circuit information. ®00.00 0*0 Typical Wiring **NOTE -SPORTS LIGHTING BY OTHrN$, NOT SPECIFIED BY i5 LIGHTING COLLABORATIVE Overview The precast concrete base is set directly into the ground and backfilled with concrete. The base includes an integrated • lightning ground system. Features Base • SeL pole on base in 24 hours • Tapered upper section for slip -fit steel pole • Access holes for wire entry • Epoxy coated ends prevent water intrusion • Lifting hole accepts load -rated steel rod provided by Musco Integrated Lightning Ground System • Complies with NFPA 780, UL 96A, and EN 62305 standards when installed per Musco installation instructions • UL Listed, Class II Lightning Protection, file number E337467 • Tested up to 100 kA by independent laboratory • Steel pole interfaces with integrated grounding system by means of the pole grounding connector • 2/0 AWG (cross -sectional area of 67.4 mm2) grounding electrode conductor • Concrete -encased grounding electrode, 20 ft (6.1 m) total length, 1/2in (12.7 mm) diameter Technical Specifications Base dimensions vary. For measurements refer to project specific Foundation and Pole Assembly drawing. Construction • Spun concrete construction • Prestressed vertical strands and steel coil spiral for radial reinforcement throughout base • Minimum design strength is 9500 Ib/in2 (65.5 MPa) at 28 days • Meets ASTM C1804 design requirements Quality Assurance Tests • 28-day compressive strength • Bending moment capacity • Grounding system continuity 02012, 2017 Musco Sports Lighting, LLC • U.S. patents issued. • M-1523-en04-5 Surge' protection -------------- Controller 1 Disconnect , (if present) I L1 Fuse Driver + _ I o. - Luminaire L2* Fuse If L2 (com) is neutral then not switched or fused. t Not present if indoor installation. 3 r 9 III 'k 24AOin (610 min) LUMINAIRES SHALL BE ALUMINUM AND POWDERCOATED GRAY CONCRETE BASES SHALL BE PRECAST CONCRETE i (STANDARD GRAY) AND POLES SHALL BE GALVANIZED. 0000 U.S. and foreign patent(s) issued and pending - D2019 Musco Sports Lighting, LLC • TLC-LED-1 200 5700K 75 CRI - M-2943-en04-3 1 0000 U.S. and foreign patent(s) issued and pending • 02019 Musco Sports Lighting, LLC - TLC-LED-1200 5700K 75 CRI a M-2943-enO4-3 9 2 5 Easy Pieces" HID Light SourcePrecast ree Base loin it) €10rud gql0f sef,tibsl for L4tiuq Itv UffilifirIF10 OV 40dit ewnlir.1.,,°t r dirt 1 II �a(s it 1 rrij" Sleek 1`U tiI€r32�t1ft)i�fl �atSFt#Ik) rgtliS)k #°� I;`1fPfjrz7tf3ff » D'4 SIR �s1s tad g�3gp 01 11 3t A x � i 4 ':8110 d'ud gttt ktttFtM fit€ 3I k4t ao: rkau rd #f€s n ald"14 63,1l ",,s'f"va at fit'' zlloow,6 1tsz1rls»fa%t6 tI'tjts, (02012, 2017 Musco Sports Lighting, LLC • U.S. patents issued. • M-1523-en04-5 31 TLC-LED-1 200 TLC�•- �rLED J � �raad�x.4iaaii�ariFdaaaia(ts3atsassr>aax �rrsix. >. i d3daS33 3!"SS 4aaaaa3i333 3aalaz3a3 2'3 a-,,., /'`ry �`q r//`y 3..a3sa earn SFarara3..., �'y�gy r��g,9y Control' Total Light t ®�A i.d ld 0, ®+4% mA Superior light control and Ion terrrl reliability T,'.343id � 1i ➢ �J Alignment P"il ThermalIiflanagertQen iLED Optic }seat Sink dil�d3 rr3a�„3a �i? 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Y 31�ia31 d�a�aa ��S�d53d�S1d1d£"a tdi � 3 P�dad 5't3aa0 ?dJ 3 i'd�3dif3dtaadaa8a333a a�?3i �S Stff �? d d d �a��d��a3a3ada�addas3d� �_ ' C.'dsdd Si3 31ayd( E; 23$,dtdgddddg i3di33sa Daaid 8SI83 d J3DaP daaa 3�u£ Judd 33da1 dJd3dddt3�J))d��d$$d d�dddda a d�! }}1�� y p d'pj�td Ligam�$$ Controlr oat ol Visor diaia�daa�3aaa5aaaa.3aa�9 a jj d �a aal3ias3'�dFajaida3a3iir3a�/i ;�aaaada d ( idd;agi ii,dad - 6 Multiple visor lengths and rer1ector ` ai = a a°3i :iaaa°a asis ' ag ga ` options allow for precise light control tti23yd d� aa3%§§z�a �� `ti Fs 4r Ad:.: Directs more light onto the field 0MU SR Dramatically reduces glare erect spill *„ 0 Enhances on -field playability We Make It Happen. n101UMow Sports! 9ning, LC U.S. endreie;ynwat I,)mued and pending. -TLC LED tNo h"^,-1832-zr.Cfl-t "NOTE - SPORTS LIGHTING BY OTHERS, NOT SPECIFIED BY i5 LIGHTING COLLABORATIVE t'set: 1 a1 D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberFy.com L—J �•i � E~ U i� rT� CONSULTANT • . .......... A5 tl€"rn a:€I "#1E ti J I ON 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey@ifile.studio KEY PLAN SCALF, REVISIONS 2 2019.06.18 JB REVISED CUTSHEETS 1 2019.06.14 JB ADDED CUTSHEETS No. DATE BY Description DRAWN BY APPROVED BY J z CHECKED BY TITLE TENNIS CENTER LI Gt PRODUCT'DATA SHEETS DEI PROJECT NO: 50100451 SHEET NO. -Cm, F 81301 n ( I I ,MOM9 PO®®®,9 ®�Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com I� CA U �I �1 CONSULTANT 5LICH TING COLLAWOR 717 Watson Ave Charlottesville, VA 22901 Phone: 434.608.0690 jeffrey(c�i,Nc.studio KEY PLAN SCALE REVISIONS No. DATE BY Description DRAWN BY JPB APPROVED BY CHECKED BY Wli'P� TITLE TENNIS CENTER LIGHTING CONTROL PRODUCT DATA SHEETS DEI PROJECTNO: 50100451 SHEET NO. -I'mi) B ��dI1°I