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SDP201900070 Plan - Approved 2020-06-05
I 2 3 4 5 11 C IN An DRAWING INDEX GENERAL T1.01 COVER SHEET CIVIL C0.01 GENERAL NOTES CO.03 ZONING DETAILS C1.01—C1.05 EXISTING SITE CONDITIONS C2.01—C2.04 DEMOLITION PLAN C3.01—C3.05 SITE AND UTILITY PLAN PH I C3.06—C3.10 SITE AND UTILITY PLAN PH II C3.11—C3.15 GRADING PLAN PH I C3.16—C3.20 GRADING PLAN PH II C3.21 ACCESSIBILITY C3.22 SITE PLAN REVISIONS PH I C3.23 SITE PLAN REVISIONS PH II C4.01—C4.02 WATER LINE PLAN & PROFILE C4.03 SANITARY SEWER PLAN & PROFILE C4.04 GAS LINE PLAN & PROFILE C4.05—C4.08 STORM SEWER PROFILES C4.09—C4.10 SIGHT DISTANCE PLAN & PROFILES C5.02—05.08 CONSTRUCTION DETAILS C6.07 STORM SEWER CALCULATIONS C7.01 FIRE FLOW HYDRAULIC MODEL :. 1_ •: _9 L1 PLANTING PLAN PHASE 1 L2 PLANTING SCHEDULE PHASE 1 L3 PLANTING PLAN PHASE 2 L4 PLANTING SCHEDULE PHASE 2 L5 PLANTING DETAILS L6 LANDSCAPE DETAILS LIGHTING LT-101-102 TENNIS CENTER LIGHTING LAYOUT LT-500-503 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS LTA-100 PHASE 2 TENNIS CENTER LIGHTING SCHEDULES AND GENERAL NOTES LTA-101 PHASE 2 TENNIS CENTER,.LIGHTINI�-" LAYOUT LTA-300-301 PHASE 2 TENNIS CENTE>AaR LIGHTING CALCULATIONS LTA 302-303 PHASE 2 TENNIS CENTER SPORTS LIGHTING CALCULATIONS LTA-400 PHASE .2 TENNIS CENTER EXTERIOR LIGHTING ELEVATIONS LTA-500-503 PHASE 2 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PROJECT ZONING DATA TAX MAP/PARCEL ID: 75-63; 59D2-1-15 ALBEMARLE COUNTY ZONING CLASSIFICATION: R1 RESIDENTIAL; HIGHWAY COMMERCIAL ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED ZONING OVERLAY DISTRICTS — AIRPORT IMPACT AREA AND STEEP SLOPES — MANAGED SPECIAL USE PERMIT: SP201700032 — SEE SHEET CO.03 CODES VIRGINIA UNIFORM STATEWIDE BUILDING CODE — 2015 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK — 1992 NATIONAL ELECTRICAL CODE — 2011 ANSI A117.1 — 2009 LOCATION MAP SCALE: NTS SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION • APPROVAL ❑ REVISION 0 BIDDING 0 RECORD CONTACTS CEO: 131§21110 [ME ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT (SDP201900070) OWNER: University of Virginia Foundation OWNER'S REPRESENTATIVE: Not Perkins Real Estate Project Manager Golf Course Drive PH. (434) 982-5304 nperkins@uvofoundotion.com VICINITY MAP ENGINEER: Dewberry Engineers Inc. Cameron Palmore, P.E., L.S. 4805 Lake Brook Drive Glen Allen, Virginia 23060 PH. 804.205.3356 FAX 804.290.7928 opal more@dewberry.com SCALE: 1 " = 250' 6 4@10 °''♦' Dewberry Dewberry Engineers Inc. 4905 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com KEY PLAN SCALE; 0' 250' 500' HORIZONTAL SCALE - 1 " = 250' REVISIONS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELONME 'I' PLANNING/ZONING\�IkfflS -2j ENGINEER ().•- r INSPECTIONS ARB DEPAR'I'MENI' OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORTTY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE COVER SHEET 1� DEI PROJECT NO: 50100451 SHEET NO. T1,001 1 GENERAL NOTES 2 3 4 5 ha e-.9 Velf Dewberryo E i rR 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. THE IN F THE PROPOSED WORK ARE NOT NECESSARILY H WN N TH P N AND 4, THE LOCATION OF ALL EXISTING UTILITIES ACROSS E LINES 0 E 0 OSED 0 ESHOWN 0 E PLANS, 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 20 17. 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. H H FROM AM T PM M AY THROUGH FRI AY. Y DEVIATION F THIS H 9. CONTRACTOR WORK DAYS AND OURS SHALL BE 0 8 0 5 QND OUG D AN DEV 0 FROM S 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 LAYDQWN 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, 2019 TO APRIL 14TH, 2020. 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. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. PARKING SCHEDULE EXISTING PARKING: 141 SPACES (2 HANDICAP) PROPOSED PARKING: 204 SPACES (8 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 PAVILION: SUPPORT BUILDING: TOTAL SQUARE FOOTAGE: 11,667 GSF (6,958 FIRST FLOOR, 4,709 SECOND FLOOR) TOTAL SQUARE FOOTAGE: 1,067 SF 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. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/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 17-2078) ACSA GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. CALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. & ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN 'OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE, VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN 'OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR, 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 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. CUT & FILL NOTES 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. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.02 CONSTRUCTION ENTRANCE ((; 3.05 SILT FENCE 3.07 INLET PROTECTION I P 3.09 TEMPORARY DIVERSION DIKE Dj--�-- 3.14 TEMPORARY SEDIMENT BASIN S B 3.18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING (� u 3.36 SOIL STABILIZATION BLANKETS AND MATTING 3.38 TREE PRESERVATION & PROTECTION OTP--TP`- 3.39 DUST CONTROL as o 8' HIGH CHAIN LINK CONSTRUCTION FENCE W/GREEN SCREEN ,•..:•..< ,.-,•,<•, ,,,,,,,,, ,,,•,<,< ,:,,.,,,. ,-,,,,, PROPOSED LIMITS OF DISTURBANCE 620 618 UGE r. r.�tasut::a.tsr.�r.?nc�•rr:rrrr:;• UD HARDSCAPE TO BE DEMOLISHED TREE TO BE DEMOLISHED UTILITY/STRUCTURE TO BE DEMOLISHED SITE FEATURE TO BE DEMOLISHED PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR UTILITY EASEMENT PROPOSED ELECTRICAL LINE PROPOSED WATER LINE PROPOSED STORM LINE PROPOSED PRESSURE TREATED TIMBER CURB EXISTING PROPERTY LINE STOPPING SIGHT DISTANCE LINE PROPOSED FOUNDATION DRAIN PROPOSED MANHOLE po PROPOSED CLEANOUT H PROPOSED GATE VALVE Uj PROPOSED INDICATOR VALVE (PIV) ,V, PROPOSED FIRE DEPARTMENT CONNECTION (FDC) / 1% f W PROPOSED DRIP VALVE VAULT �`* x 56 SPOT ELEVATION 69sP PROPOSED ASPHALT PAVEMENT 7 17 PROPOSED OVERLAY ASPHALT PAVEMENT u PROPOSED CONCRETE PAVEMENT - a e a .3 BW=BOTTOM OF WALL TW=TOP OF WALL MH=MANHOLE RIM SP=SPOT EP=EDGE OF PAVEMENT SW=SIDEWALK EX=EXISTING TC=TOP OF CURB GR=GRATE HP=HIGH POINT P.T= PRESSURE TREATED BC=BOTTOM OF CURB 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 KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY CHECKED BY FCP TITLE GENERAL NOTES DEI PROJECT NO: 50100451 SHEET NO. �5��, C0001 E 1 I 2 SPECIAL USE (SP201700032) - SPECIAL EXCEPTION tf�"x C2t1: 1�f#i>& I I` , Ilk ltt if r�EE,1`t tf S't 1°i Er , E3It 1tf1A }r; .a`aNl) PA.Rol C3ClI� €xf)t lE (:: 3[lftSl;'. i :t7l3 i 3l Pltl? t om`, f zt 3urft ;1�1, 2i)1 ,the A((untr}r1; unt lfilzrnrt g t'c�ir>nzs?i•oa cott5i�i�xed }l� �peclaJ t elitux3 xe t}st arru r co rtl�o€.the'x�.tliiest:yv itt star=tt t �axrzrretrd4.ti-� c�ndi€ir�rra :' < ri'rt sec i c:�rlpy r�1 vct�r crf 1rtµ,<e to rer4 �; 6?� 4Flrrr�k �3c�rttltpf � `ortiity re�`rip�i t`�: lylr Irlt:, shb4eint; D `h lviclLic1 ' 1 rxl�lr �.<tiitlrplpll 'Y. . t SP-7-017-00032 UV.A. Outdoor Tennis, Permanent Connector J.toad, and Birdwood Golf Course Addition SpWal Exception Conditions ' t. All light fixtures used in conjunction with, light poles utili-eing the maximrrnx allowable height granted by Special Exception must be full out -off dim -enable .LED lights, as proposed by the applicants, 2, The full cut-off dimmable LEI? lights may only be used at the level of illumination required for televised nighttime play during such televised nighttime play, and the lights skull be dimmed during other times (such its everting practices), a3 proposed. by the applicants. 3. 1'lie special erxceptiou shall only apply to the proposed 12 hard courts within the proposed totixris facility; any future tennis courts located in the .area denoted for " T ature tennis courts" on Exhibit -- Tcztinis Pacility Detail (Concept Plan Sheet 2 of 4) _shall have outdoor lighting consisting of poles which comply with the 35 foot maximum Height and full cut-off lurninaixes, as proposers by the applicants. 4. The maximum height of the outdoor athletic lighting poles on the proposed 12 hard courts within the .proposed tennis facility on which the special exception applies its noted in Condition 3 shall be 70 feet. I SPECIAL USE (SP201700032) APPROVAL LETTER. IM, SOL;U1'1i0N `I`0 APPROVE-, k l: E} E ,.; : i f .t C Ii;Itt A13 C 1'd . , 1. � �3: ,� .,.. ,..y AND a W , % y, t.• . s , " >A.I'�_._ Ill# .1� _ t3 ,iL. C;<Ct_,E` .. UIL Vir }'tar{r <iritirlattrptnfilccl Sit zr p€nation tci."airncrnEl.ri ruvltptisl'=> trp;�ureet (�75t1(1-�4)�(lU: �.Brrtl�s'ovd �.zpll C;orri•4 ll £ cir��. lJr=r; oti.th�;l �,.arncl! thc.inl�}31ieati<irr i;� ern... e't 1Zrza<is; cr=nc€ T3ird: I:ITIt;ICfl••.S, trtr , ui* ] ci, 20 €''oittri€s, �,icrrx'srcc;ssinracaided:;z }prtnval'. V II.REA> griS uu,01, 2tJl t1, thvt=,t S.Ine lc4 : dtrly.Fc�tic�d, ptr6lit lrcYrrrti' otr SI' 7{i}7 32: tIlit3RF,RE JRECt13t ore6sn�s tht Staff34 VI rr }port larapared for t' 2017-32 .and all of its=iitt<rcli rterzts, tlic: rntor iris trorr pz rrted: alai lzt btk h arrtrj and4h6 t{rc�tvrs`rclen alit fo'. a We.c.tal'ti tpr,ctix(t in r 3 i ;tlxs. AKi rnrarie :C �tsi t 1 3 SPECIAL USE (SP201700032) APPROVAL LETTER SI' 2017-32 VVA. Outdoor 'tennis, Permanent Connector Road, and Birdivood Golf C ouru Addition C'onditiorts I . Development of the Birdwood Property shall be in general accord with the concept plan entitled "Birdwood,02017-000 2C:onceptPlan"prepamdbyEliseCrua,UnivenityofVirginiaFoundation ("[l'dAP',,datedApril27,2018,which includes sheets 1-4 (the "Concept Plan'),attached hereto, its determined by the Director of Planning and Zoning Administrator.'I'o be in general accord, development and useshall reflect the following majorelernents shown on the Concept flan and on cads corresponding Concept Plan Detail, as noted below: A. Exhibit A — Concept Plan (Sheet I of 4): i, Locationsofstructures, innpxovertients,and uses; il. Limits ofGolf Course., including 18-hole Golf Course, Par 3 Short Course, Practice Ground, Short Ganw area, and associated improvements', and iii, location and alignment of Connector Road between Golf Course Drive and Berwick Road. B. .Exhibit B ••-Tennis Facility Detail (Concept Plan Sheet 2 of 4): i. Location of'I'ennis facility within area shown in green :shading; ii, Location of future tennis courts within area outlined in a dashed oval and entitled, "Future tennis courts", and prohibition of high mast lighting in this (area; and iii, .Provision of ADA-compliant pedestrian infrastructure to connect Birdwood property (`1'MP #75-03) with .neighboring Boar's Head Sports Club property (1'MP C. Exhibit C -- Gull' Practice Facility Detail (Concept plan Sheet 3 of 4): L .Building, location, orientation, and. mass; ii. Parking lot location; iii. Installation of new landscaping for screening purposes; iv. Retention ofteeesshcwnfsprpresct virtion.; and v. Earthen brrrmsadjacerattothe newparkinglot. D. Exhibit D --• Connector Read Detail (Concept flan Sheet d of 4): 1. Location and alignment of Connector Road between Golf Course :Drive and Berwick Road; and €1, Pedestritm infrastruetntre (including sidewalks, crosswalks, and outdoor lighting) Any new construction and/or improvements at the subject property, other than the site improvements that are in general accord with the Concept Plan and with each corresponding Concept Plan Detail as determined bythe Director of Planning and Zoning Administrator, shall require an amended special use permit, except for the following: hlc�dlfaaationstototfoourselayout�vithpntheboundariesoftheexisting 184holelolf'course•, and s, outside of the boundaries of the Birdwood Mansion "Historic Core" oriel "Outer I'recrnct its identified in the Rklivood Landscape Nte Protection and Stewardship Sir ategies !'Mari• (2015); • Construction of athtutic-reluted accessory structures or other rithietic-related improvements which primarily support the use of the golfcourse facilities and/or tennis facilities and which occur within the general area ofthose uses. • Otheradnormodifications tothe Concept Plan orcorresponding ConceptPlait Details that do not otherwiseconflietwith theeloments listed above may bemadeto ensure compliance with the-ZoningOrdinance, as determined by the Zoning Administrator. 2. Design and development of the improvements shown on Exhibit C — Golf practice .Facility .Detail (Concept Plan Shect 3 of 4) shall be subject to the following, as determined by the Planning Director or designee: a. Placement oftheparking lot withiathe "bowl" created by the existing terrain inaway that minimizes grading of [he slope to the nrsxth ofthe new parking lot, which is to be preserved foritsscreeningeffect; b. Construction ofoarthou bexins adjacent to the parking lot which are compatible with e.v isting topographic variation and which furtherreducethe visibility oftlreparkinglot and park-ed.ears frorn Golf Course Drive; c. Approved planting plan and planting schedule which, at minirmun, include: i. New landscaping materials planted in naturalistic or inforxrral arrangements which are consistent and compatible, with the existing landscape its /crass ufchitrircter, density, and species; it. Atneadoworsirnilargramlandscape alongCrolfCourseDrive; find iii.`l'heuseot'nativeplanlmatet-ials;rziid d. Submittalofaconsurvation plan prepared identifiedlor preservation, including the treatment ofall ash trees (species &a>rinus) that areto beprese;rved for protection.againstthe emerald ash borer(Agrt/uspkcatipermis), to be used in conj unction with any required conservation Checklist. !fall reasonable; alternatives for preservation have been explored, and such trees cannot be retained due to the health of the tree as determined by the certified arborist, removal may occur. 3. Design and development of the improvements shown on Exhibit D — Connector Road Detail (C•orrcept Plan Sheet 4 of 4) shall comply with the Special Emxptiati (Grading Buffer Waiver) and all Special Exception Conditions approved by the Hoard of Supervisors on April 4, 2018, including bill not limited to compliance with the requirements identified on the "Landscaping. and Screening Exhibit" dated March 5, 201.8. 1. Expansion or replacement of the Clubhouse is permissible, provided that all site plan, building pQrmit a and all Other applicable permitapprovals are property obtained. S. No change in use of the Birdwood .Mansion is permitted through this Special Use .Permit Amendment. 6. All proposed outdoor]ightizngfortlneppropr rty shall connplywith Albemarle County Code, except its otherwise modified or waived by the Board of Supervisors through the approval of it. Special Exception request (as may be, applicable). 'fail mast lighting (lighting that is on a pole more than 35 feet hi. height) shall not bepermitted for tennis courts inthe area designated as "Future tennis courts" on Exhibit B—'FennisFacilityDeta€I (Concept Plan Sheet of4),dated April27,2018, 7. Sound studies that demonstrate compliance with the Albemarle County Noise Ordinance, as determined bythe Zoning Administrator other designee, shall be submitted toAlbewarle< County prior to the issuance of a Certificate of Occrrpancyforthe'I'enais Facility. 8. 'IhemAmer's traffic consultant shall conductsignal warrant atnalyses.fortheGotfCourse Driveand Ednam Drive intersections with U.S. Route250 todetermine if volumes indicate that any modification to intersection controls should be implemented. Such analyses shall be conducted a mininnum. of hvo times (the first shall occur twelve (12) months after the permanent opening of the connector road, and the second shall occur twenty-four (24) months after the permanent opening of the connector road), and shall be submitted to Albemarle County for review. If any modification is indicated based on traffic voltunes collected perstandard procedures ofthe Virginia .DepartmerntofTransportation ("VD01"), the owner's consultant will pi-epareaiidsubrraitthei`equi"site Signal lustiticatianTZeportevaluatingalternative intersection control to VD01'andAlbemarte County and engage in discussion aboutthe appropriate measures, ifany, to be taken at either intersection. 9, Potential .fixture transportation improvements: a. If the, signal warrant analyses referenced in condition #8 or any subsequent additional signal warrant analyses (collectively, the "Analyses") demonstrate that: any change to the trafhc control type or meatus of access are appropriate at either the intersection of Golf Course Drive and U.S. :Route 250 and/or the intersection at Ednain Drive and U3. Route 250 (collectively, tine "Transportation Improvements") prior to the date that is five (5) years after the date of the permanent opening of the Connector .Road, the Fecundation will .pay its pro rota sharps toward the cost of the 1'ransportatiozn Improvements, which pro rata share shall be based on the, Analyses (the "UVAF Contribution"). b. For purposes of calculating the monetary amount of the UVAP Contribution, the cost of the 'Transportation linprovennents shall be based oil the cost of a new traffic signal and tiny modifications to the existing traffic signal (collectively, it "Signal") tit tine tittle the UVAF Contribution is requested by the County, every if the'Transportation Improvement that is ultimately installed is something other than a Signal (such as a roundabout, or other alternative intersection control device that costs more than a Signal)..Flowover, in the event that the Transportation 'Improvement that: is ultimately installed costs less than the cost of a Signal, the UVAF Contribution shall be based on the cost of the improvement ultimately installed, rather than the crest of a Signal. c. Upon a determination by VD(Yl' and the Albemarle County Director of Community Development that any 'Transportation Irnprovernent is required pursuant to the terms of paragraph 9(a) herein, the, County shall provide written notice to the Foundation (the "Notice"), of the artiount of the UVAF Contribution for the Trrnsportatiort Irnprovcnzents. "l'lne Foundation shall have One Hundred 'fvventy (120) days from the date of delivery of the Notice to provide the UVAF Contribution, which may be in the form of a bond. If the Transportation Improvements have not been completed within five (5) years after the.Foundatian's delivery of the UVA.F Contribution, the UVAF Contribution shall be returned to the Foundation. lPthe County has not: delivered the Notice, within five (5) years after the date of the; permanent opening of the Connector Road, tile, Foundation shall be relieved of any obligation for the Transportation Improvements. 10. The owner shalt continue to implement an Integrated .Pest Management/Nutrient IVlanagement Plan to reduce adverse water quality impacts. 11, Ingress and egress along Birdwood Drive shall continue to be restricted, to the satisfaction of the Zoning Administrator, to only those residences served by Bli'dwood Drive arrd shall not be used as an access to the. Indoor Golf Practice Facility or other areas of Birdwood. 12. Use of the property must adhere to the Events Management Plan as described in Proffer #4 of ZMA201700010. 11SP201700032.4hall remain valid so long as construction orally one ofthe uses proposed herein is comrtienced on or before August 1, 2023, ._ ........ SP 2017-00032 Conceptual Man Sheet ,: ofit. s", f briLeY � of 9� .....:...: :....,.....::..:..:;.: .:.: ... ........ , :r... r.............. �.... ...............:,. feh. /.... 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C 1,004 0— ,v,9v;mvfi Dewberr I 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' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description ACO APPROVED BY FCP FCP EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. �,� C1,005 A � �_r Dewberry.: 1 I 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' 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 A MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP DEMOLITION PLAN DEI PROJECT NO: 50100451 �„ C2*01 1 I I Glen Allen, VAv23060y Phone:804.290.7957 KEY PLAN 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEETNO. v, C 2,0 0 2 ���20?fi c_' Dewberry I Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com o 0 7Q Z z Q O ; z a KEY PLAN 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DIZAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 �lllel. 2.03 r D e w b e r r y I r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com o H O p �w o KEY PLAN 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. 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Si•7` 's, 2712, P". .3" %% Z", -;A P`�*, 37" ............. .. 4 1 ...... 'F 7 CO NECT TQ. EXISTI NG 4, A �,.'*NSFORMER .54 4.�, A�PRQX. LOCATIONS )N-) 'Ji t. IMF Dewberry v--vv u-11y nglneers 11%,. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 904.290.7928 www.dewberry.com z o s: 0 KEY PLAN SCALE 01 20' 40' HORIZONTAL SCALE I I' = 20' REVISIONS 4/22/20 ACO REVISION 2 12/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FQP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I DE I PROJECT NO: 50100451 SHEET NO. ul C3,003 ml up] j; f f -4,.7 fi > ff 14 ' f Ile 4 • f If fie h go • eA 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 ... ...... fr .ii ........ . . fJf t0 rr fr LLJ OD /* X a. < ............. .. Q w :: r , ., ,.; f r•, , , . .. s :.f : .... .:, , s F r r , f f . .......... 0 ... ...... ............ < .. .......... ............ 5 SEALel ii ........... % ...... V tw ail ........r Jr KEY PLAN '�PING SLEEVE & ALVO Ix6" ROUCER, AND 8yJr 1 D: It6 x6*' TP -AP'EXISTING AC -,SA 6 WATER LINE, SHUTDOWN Td BE COORDATED WITH OWNER 'REINSTALLED"" fF •E LIGHT- POLE (TY�,�, BEGIN"A, END 8" DI 4AT R LINE FLU' • SCALE % EX. 6" ASCA WATER (INE TO' 0. RE Lb�'Xfsi Jr ABANDONED� 40' fr 20' E PO�, /(TYR) .......... 20- tx HORIZONTAL SCALE ATM REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description ...... ....... A, % f DRAWN BY ACO R. I % APPROVED BY FCP % CHECKED BY FQP j .......... TITLE % UTILITY SITE AND %\ % �A"fr PLAN PH I ? . % % ........ < .......... INCLINED PLATFORM UFT BY OTHERS. DEI PROJECT NO: 50100451 L 9�4 ...... SHEET NO. SITE LINTING BY . ...... .... OTHERS �QYP.) X '14 ... . . ........ .... ............ ... ... ........ ........ .. "STAIRS- BY 4 4-- .4. C3 004 07-HERS ............ ........ . . e, 4� 7 ......... JSEE ARGHITECTURAL DESIGN "PAGKAU)_- T 0 M LNE: SHEE A " '' . . 11 - I - 1- 1 1 1 ,8 U A A_ '4020 1 D e w b e r r y I Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.de%vberry.coni KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3.05 x rry Dewbe .,J Dewberry Engineers Inc. > . . ..... > . ..... A t 4805 Lake Brook Drive, SUite 200 Glen Allen, VA 23060 % . . ........... Phone: 804.290.7957 . .......... % Fax: 804.290.7928 '2 Vh www.dewberry.corri tZ Q0 W - - - - - - VIf I . ........ .... ...................... . .......... y............... . ... ... f Pf X ... ... .0 ........ ....... g t P ... ....... A.. ex/ t; i % % A.. f X.. m Xtt,X/', f z,* Z, l"X z ti j X, e.:.. e. j% %\ % t: 'T % % t: j, f f f % p. J, A'i iij f AY ;I 1-W A, A %/ % 1—Ilt 1 0 C) % e, ........... > le z? V A FOUNDATION '63 SHEET C3.09 TMP 75-f UNIVERSITY OF /* (D D.B. 4662, PG."514, 577 (PLAT) D.B. 2933, PG. 80, 85 (PLAT) D.B. 2- 12, PG, 325 ;7 D.B. 1055. PG. 2 1 % D.B. 4531" PG. 85 (PLAT) lee" 'BIRDWOOD GOLF COURSE* . .... .... . ACRES D.B. 7,5�0. PG. 372 ... .... ... 544.�! y . ......... % % ... ... 17' % SEAL % ......... . % ...... . .... .. .... . . MO 49 SHEET C3.07 7 .......... .......... X ... . ..... ...... .. ......... .......... . . . . 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C3,006 /Z L I lee:.s� D e w b e r r y . ....... ...... . I 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 KEY PLAN SCALE 01 20' 40' HORIZONTAL SCALE 1 " = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19ACO MINOR AMENDMENT No. DATE BY Description APPROVED BY FQP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH 11 DE1 PROJECT NO: 50100451 SHEET NO. C3,007 11 11 A I %BY OTFI!ERSxi ItT C3.09 STAI S 6`4-�/TAPPIW'�VE CER, 6" GATE 6%6" TEE 8"x6" R U SE AqCHITECTURAL D ra" INS N PACKAOE) FIRE DRANT ASSEMB'Y. ING ACSA 6" DI . ... .."...WATER' LINE.`,SHUY.D`0WN, TO BE 4j .,WIT'H OWNER & ACSA /A ...�ORDINATEY, WIPEDOWN CURB i STOP BAR .......... 0 FLUSH QURB STOP SIGN v Iv v V V END :.BEGIN :)E `$TOPS V V V V I V V V V tP QD CURB !rrS '�A % ........ 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LOCATIONS' %t fft ........ ...... 11--, ✓ ... . ......... tx% 4905 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z z CA KEY PLAN SCALE 01 20' 40' HORIZONTAL SCALE 1 " = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MI NORAMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FQP CHECKED BY FQP TITLE SITE AND UTILITY PLAN PH 11 DEI PROJECT NO: 50100451 SHEET NO. C3,008 'Iftsi l o' D e w b e r r I I Dewberry Engineers Inc. =4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewber y.com 1 0' 20' 40' 00119 HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description APPROVED BY ACO FCP FCP SITE AND UTILITY PLAN PH II DEI PROJECT NO: 50100,151 C3,009 offt Dewberry I Dewberry Engineers Inc. 4905 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' 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH II DEI PROJECI NO: 50100451 SHEET NO. C3,0 10 �sl-.A Dewberry I Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Plione: 804.290.7957 Fax: 804.290.7928 www.dewberry.com 0' 50' 100' HORIZONTAL SCALE 1 " = 50' 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE OVERALL GRADING PLAN PH I DEI PROJECT NO: 50100451 ��, C3911 Imiles 991", D e w b e r r y r� f; I I 4905 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 KEY PLAN 01 20' 40'. HORIZONTAL SCALE 1 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. I DATE BY Description DRAWN BY ACO APPROVED BY FQP CHECKED BY FCP TITLE GRADING PLAN PH DEI PROJECT NO: 50100451 SHEET NO. Vj� C 3. 12 i�V*1150 c polo' .-,,or Dewberry 11 dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 904.290.7957 Fax: 804.290.7928 www.dewberry.com 0' 20' 40' HORIZONTAL SCALE 1"=20' 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY I Description ACO APPROVED BY FCP CTrRCKF,D BY FCP GRADING PLAN PH I DEI PROJECT NO: 50100451 �„ C3.13 A c Aff2j. 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SkI�ITAftY.. ..... c�ANITARY............................................................... N ...................................... ................................................................................... LO �- SEWER SEWER Ln ................... cci ................... .......... .............. . .......................................................... .. ..�...........---:.....,:.........,..:.... .,.......................,...........,......,..,,...w..:...:.........:......::.. 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EXISTING G.RaDE � ................................. .............. r PHASE I , 550 r. _, ... '` ^ 550 F , f 3 O0% ; J ................................................................................... ............................................. ......... ......................................................... .............................................................. ................ 45 5 , 545 540 ...................... ......... ..... 540 ................................................................................................................................................................................................................................................................................................................................................................................ ,..... 535 ..may,.. w co 535 o n� o a ..d......................................................................................................................................................................................................................................................... a o��`r`r .................................................................................. ...,d.... !} . !n................... ................................... ,........ .. _ .. 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C4,003 �isl� I ..................................... ............... ............ .................................................................. ............................................................................................. ........................................................... PHASE .... I .......... PHASE ... I.I................. ...........:; :.................................... 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ST ... ........... **'1_1 .................. ...................... ......................... ................. .................... ........ ............................ ......................... ...... ........ ........ . .......................... .......... .... .......................... . ... ............................. ---------- ----------- ----------- ---------- ------- ---------------- --------- ---------- .47 --- -- -------- ------------ ------ . ............ . ................ . ... . . . ...................... ........ .. ........... .... . . . ................ ......................... ................ ........................... . .............................................. --- ----_----_ ------ - - ------- - - - ------- ..... - - - - - - - - - - -------- - -------------------------------------------------------- ............... . ........ y .................................. . .. .. . ......... . ...... ....... ....... ..... ........ ................ ........................... . ......... .. . .......... ............. .......... ....... ........................... ....................................................................................................... ................................................................................. ........................... .......... ............... 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I)UAL ... WALL ... HDRE .............. ............. .... .......... .... 11 . . .. , , % ... .................... .... * ... ............. ............ . .......... ....... ... .... . ............... . . .... .... ...... .. ........ .... ............................................. .............................................. 12 @ 1.08% ..... .. ......... ........... ... ..... .......................... 550 ....................................................................................................... ................................... .............. .............................. ........................... . ... ... ............... ..... ............................... . ................ .................. ....................... ..................... 24"DUAL ............................................................................................................................................ 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V) V)j z D e w b e r r y Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.corn z Z z z _J COO 0 C) KEY PLAN SCALE 0. 4 VERTICAL SCAL I- = 4' 0. 20' 40' HORIZONTAL SCALE I " = 20- REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY -ACO APPROVED BY FQP CHECKED BY _FQP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 27+75 A z 010i 0 " me ,,,.,.*,f Dewberry ., I 1.11 V ........................................................... __._____1____________.___' � ..................... � ................................ � ......................... .................................................................. ----- -1 ---- - ----- - ------- _1 ------ - - 11 -- ----------- ...... � --------------------------------------------------------------------------------------------------------------------------- � ............... - ........ 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N .....................1......................................................................................................I--................................................._............._._....,..............,.................,........................ z o �- _ .- o z O - ......................................................................................................................................................................................................................... ¢ F— .......................................................................... .L................................. _ > ...........................:........................................ c, > 505 ....................................................................... a > > ¢ _ > > cn ? z csa z 505 c'-nc~n V) c~n� z Z N� z z Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 ' Phone: 804.290.7957 Fax: 804.290.7928 www.devvbeiry.com QE---� F_ 1 [� l � 11 '4 H V 0 4� ti ►- ?� �� 0 0 4� f-4 1-1 W 0 V) CA f- F-L-I li SCALE 0' 4' 8' VERTICAL SCALE 0' 20' 40' TA A HORIZON L SC LE I"=20' 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description ACO APPROVED BY FCP FCP STO_R1VI SEWER PROFILES DEI PROJECT NO : Dewberry. I I ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ..W, 580 ,.. . 580 575 ...........................................................................................................................................................................................................................................................................5 75 10 O'....INT. SIGHT............................................................... t� ................................... ............................................. ......... .. _. .............. 10..jNTEE1OR SIGHT....,... D{STA CE LINE 570 DISTANCE LINE p .................... . in PROPOSED EXISTING °C-° m 570 GRADE = GRADE n p � m -� '. .... ... .,..,:....................... :.......:................................... .................................................................... : 565 565 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ---------------------------------------- 560 --------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------- 560 555 ..............................................................................................................................................................................................................................................................5 55 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ......................................................................................................................................... 550 ........................................................................................................................................................................................................ .......................................................................................................................... 550 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 545 ...................... 545 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' 4' 8' VERTICAL SCALE 1"=4' 01 20 40 HORIZONTAL SCALE 1"=20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY I Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. ,\ t uo' A ffiftis 0 Imat.6-1.1mr- Dewberr y I I .............................................. .............................................. 570 ............................................................................................. .......................................................... ................................. ... I ........................................................................................ ................................................................................. ........... .......................................................................................................................................................................................... ............................................................................................. .. I ..................... ......................................................... .......... .............................................. ............................................ 570 ..................................... o. ............................................................................................. .......................................................................................................................................... ............................................... .. . ............... . ...... ------ ....................................................... .................................. .. ......................................... .......... .......................... .............................................................. ........ ..................... ................................ ............................................ 565 5-65. 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I ................................ .............. ........... ............................................................................................ I ......... .......................................................................................................................................................................... ............................................................................................. ........................... ................ ......................................... ...... ............................................................................................. . .......... ...................................................... I ....................... ...................... I .......... ; ............ - ............. ......... I .................. 540 .............................................. ...................................... 1535 .......................................................................................................................................................................................... ............................................................................................. ........................ ................................................................................................................................................................................................................................................ ------------- ............................................................................................. ..... ........................... .................................................. I .............. ..... ... ....................... I .............. ......................... - ................... — ------------ 5351 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.2907929 KEY PLAN SCALE of 4* a, VERTICAL SCALE 1" = 4' 0. 20* 40' 6e -- NNE9 HORIZONTAL SCALE 1" = 20' REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11 /04/191 ACO MINOR AMENDMENT I No. DATE BY Description DRAWN DRAWN BY ACO APPROVED BY FQP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEETNO. oil C4. 10 TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEETNO. oil C4. 10 _ . G im 10, qy Dewberry' I. I P »....».»»..»»..».».»»........ ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 560 ..........»................ ..»»»».».».».».--------- .»».»....»»,»..».».»» ».».».».»»»» ----- .»».».,».»....---------- ».»...... ....»»..».......»..»..,,..»...»».».........»...,.....,».»,.. ....... »..... »................ »........ . ..................... .......... _.------- . ---- .»........... ..»..-------- ._.,.-- .,.,..»------ ».».».».»».»......... 560 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 555 555 v::..:.::..,....:,.: :....::..:.:........:..v:...:........:..».......:.....:.1OD -.INTER, �?.B.. SIGHT n....:,.: v._....:...-.. »....:..:.::..:..:..._........_.:..:_..:._....._.......:.:,.._..,.... _.............:-:,.. DISTAN E LINE o �! 10 INT'E _ _..,..,.......................... ..m......................................................................................... ............................................ .....................................o 550 0 ...-%................PROGRADD............................................................................................................................... = �' =550 0. ....v...,,., .............. GRADE rn ...::...ro:...:........... 545 ..................................................................................................................................................................... 545 »».»»„».».».».»,»».,...»».....»».».»,»».»..»....»..»».,.,,..,,.»».»..».».».,,,».»».»..».».»».,,,...».».».»»....».»..»»»......»»....».»»»..»..,»,...»»..»» ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 540 ..................».»..,., ,.,,.,»..»».......»..,»,,,................................. ,........ ..... ,....... ............... .».».»».,.»,,............... »_........................... ».»».»,...»..............».».......»,. 540 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 535 535 »....»»..»»....»»»...------ .----- ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 530 .»»..»».,,,.»».,,.,»..».»».»..............»..».................».»...........»...,............»..»».....».........»------».......,...»...,.,.....»......».»»».».»...........».».»....».........»»...,........»...»....,..----------.....».».»..»» ........ ...... ................ ....................... ..................................... »..... ...................... 530 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............................................................................................................. 525 ................................ 1 ............................................ ................................... ......... ........................... ............................... --- . 525 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804.290.7928 www.dewberry.com SCALE 0' 48' VERTICAL SCALE 0' 20' 40' A HORIZONTAL SC LE 1"=20' 4/22/20 ACO REVISION 2 2/07/2 0 ACO REVISION R ION 1 S 4 1 11 0 9 ACO N MINOR AMENDMENT D No. DATE BY Description ACO APPROVED BY FCP CHECKED BY FCP SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4. I I A01 1 2 3 5 5" MIN. THICK CONC. WALK 3500 PSI MIN. 28 PROVIDE 12" 4 BARS SEE NOTE 2 BELOW �. ff Dewberry DAY STRENGTH #EX. GROUND ee 6" MIN. COMPACTED AT 12" O.C. DOWELED 1 MIN. 1 MIN. AGGREGATE BASE, VDOT 21 A 5" TOP SOIL IN CONCRETE SIDEWALK AND 6" IN EXISTING TYPICAL UNPAVED AREAS BASE COURSE CONCRETE. 6 H _ _ _ _ _ __ _ _ t' UNKNOWN •� a GREASE SLEEVE a __:_ -_ _-__ Dewberry Engineers Inc.., „ _ _-- __ _ --_ - THICKNESS OF Y g s // i SHALL BE PROVIDED ° ° ":, __ ________________________ __ 4805 Lake Brook Drive, Sue 2a 12 MIN. :. 12 MIN. - /a - 4 a Ir o ° ° n ° Glen Allen, VA 23060 COMPACTED VDOT ` / \ _ Q IN NEW CONCRETE - ASPHALT ," " w w ETECTABLE PATCH. °Q . Phone: 804.290.7957 # 10 STONE �// - 6" IN SOIL o /��� ° �0 MARKING TAPE ° _ d Fax: 804.290.7928 r c www.dewberr .corn E COMPACTED SUBGRADE TO 98% MAX. __��'�` `%�`• /�: °�i'%f` "/✓: `��'���•`` % �'i 4„ IN ROCK <� a o , ACKFILL (B.F.) THICKNESS UNKNOWN) 9 y DRY DENSITY STD. PROCTOR PER ASTM o z ° 4 \\ , DRIP LINES WIDEN TRENCH ( 21A SUBBASE (10 W _ �\ AS NEEDED SAW TO NEAT EDGE DEPTH FOR D 698. (12 MIN. BELOW SUBGRADE) 4 CHAIN LINK FENCE m = ° ABOVE PIPE ROADWAYS/6 DEPTH PRE -MOLDED F PAR KING RKING AREAS NOTES: MAXIMUM LIMITS OF " N 4 / VDOT #9 BEDDING H JOINT FILLER AN D SERVICE A _ o ° CE ROADS) O i. PEDESTRIAN TRAFFIC CONCRETE, ASPHALT, OR OTHER PAVED SURFACE AT GRADE. FOR NON -VEHICULAR CLEARING AND GRADING � ) i INSTALLATIONS (PATIOS, SIDEWALKS, AGAINST FOUNDATIONS, AND LANDSCAPING PROJECTS), THERE SHOULD STILL 4 BE A SURFACE ADJOINING THE SLOT WHICH WILL NOT ERODE WHERE STORMWATER FLOWS INTO THE SLOTTED PROPOSED GRADING o TRENCH SIDES SHALL BE GRADED CRUSHED �1 INLET. 1 STONE BACKFILL, SHEETED AS REQ'D TO KEEP 2. THE COUPLER BANDS ARE SOIL -TIGHT. IF A TIGHTER SEAL IS DESIRED, A NEOPRENE SHEET OR MASTIC FILLER - - TRENCH WIDTH TO A MIN. . 0 � . m VDOT# 21A CAN BE USED BETWEEN THE BAND AND THE PIPE ENDS BEFORE THE BAND ANGLES ARE TIGHTENED. MIN. 5' D 6' MIN. COMPACTED VDOT #10 �°` °�"� BURIED PIPE DURASLOT PEDESTRIAN INSTALLATION WHERE DRIPLINE IS D+2'-O" STONE/ GRAVEL DUST. � ^ LESS THAN 5' MAX. CONCRETE PAVEMENT ASPHALT WITH BASE z N.T.S. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF UNDERGROUND ELECTRIC NOTES: PROTECTED TREES 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING H^, DIRECT BURY CONDUIT SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF V BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES H O > AND RECONSTRUCTED AS SHOWN, " r a t7URASLOT`s VARIABLE HEIGHT ASSEMBLY 83.38 . TREE PROTECTION BEDDING DETAIL 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 ,7--1 .� GRACED ASSEMBLY + 6 21 B FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL G C/) G E G NOT BE LESS THAN 1.5 X C. N.T.S. N.T.S. A F\o._ sEEBELOW 4 F H 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND O I V-7 STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER. PROPOSED CHILLED WATER SHALL HAVE A MINIMUM (( K K 1-1/2" SM-9.5A OF 4' OF COVER. w 1 " 4. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. 3" BM-25.0 SHALLOW # 1 6" 21-A AGGREGATE SLO5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES (� U D -J F K _ ST SHALLOW SLOPES. PAVEMENT REPAIR D E TA I L STRIPS OF NETTING PROTECTIVE COVERINGS O B COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM ,' MAY BE APPLIED ACROSS N.T.S. ~ THE SLOPE. B A. DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" PIPE G. Ye SPHS X 1" LONG Wt WASHER D-698, METHOD D. (12 MIN. BELOW BERM B. DURASLOT PIPE H, DURASLOT GRATE CONNECTOR SUBGRADE) WHERE THERE IS A BERM AT THE TOP (T� C, NN-12UR PIPE DAPTER L PLASTIC HEX HEAP SCREW X ( LONG N 1 WASHER s %J WINGNUT D OF THE SLOPE, BRING THE MATERIAL 5" MIN. THICK CONIC. WALK 3500 PSI w D- DUR PIPE J. PLASTIC SLEEVE SPACER {GOES ON I. -NOT USED Wt 4" DIA(vL) OVER THE BERM AND ANCHOR IT BEHIND MATCH EXISTING C. DURASLOTGRATEE ANCHOR K. HEX HEAD ASSEMBLY: PARKING AND SERVICE ROAD THE BERM. f MIN. 28 DAY STRENGTH ADJACENT WALKS F. DURASLOT GRATE ANCHOR %s" HEX NERD SCREW X" LONG STEEP WJ {2) WASHERS AND HEX NUT SLOPE NOTES: PAVEMENT SECTION : ; WWF 6X6-W2.9XW2.9. INSTALL TAYLOR PLUG USED FOR 1, EACH CAP (A) &ADAPTER (C) COMES WITH AN ANCHOR (F) „ MAXIMUM CROSS SLOPE 30" & 36" DIAMETER PIPE 2. EACH COUPLER BAND (E) COMES WITH HARDWARE - I,J,K, & L ON STEEP SLOPES, WWF 2 BELOW TOP SURFACE. APPLY PROTECTIVE OF SIDEWALK TO BE 2% N.T.S. COVERING PARALLEL TO <#'' OPEN TOP ASSEMBLY THE DIRECTION OF FLOW FINISHED GRADE SEAL <ti��{ AND ANCHOR SECURELY. (r ���E pp cry 4x l ! ri q F� �EE BELOW /- F L t 1 • ' , 7 , ! k", m� _a 04�-K � o 0 0 0 0 o BRING MATERIAL DOWN TO A LEVEL 4""�_ /``••. /ti; � �e'S`s ,�"� ' 6' 21-B AGGREGATE AREA BEFORE TERMINATING THE 6" MIN. COMPACTED ,' ° - `� z INSTALLATION. TURN THE END UNDER AGGREGATE BASE VDOT 21 B COMPACTED SUBGRADE TO 98% MAX. 4" AND STAPLE AT 12" INTERVALS. ON COMPACTED SUBGRADE FLOW J DRY DENSITY STD. PROCTOR PER ASTM DITCH. �. B D-698. (12" MIN. BELOW SUBGRADE) IN DITCHES, APPLY PROTECTIVE VARIESF. ` COVERING PARALLEL TO THE:51- DIRECTION OF FLOW. USE A. DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" PIPE 1. HEX HEAD ASSEMBLY CHECK SLOTS AS REQUIRED. KEY PLAN B. DURASLOT ADAPTER Yin" HEX HEAD SCREW X 3Y1' LONG AVOID JOINING MATERIAL IN THE C C. N-12 PIPE W1 WASHER & 5Xe" WINGNUT D �. CENTER OF THE DITCH IF AT D, DURASLOT COUPLER BAND J. PLASTIC SLEEVE SPACER (GOES ON 1, - NOT USED Wt 4" DIAIVI.) TYPICAL GRAVEL SECTION ALL POSSIBLE. PEDESTRIAN CONCRETE SIDEWALK E. DURASLOT GRATE ANCHOR K. HEX HEAD ASSEMBLY: %a" HEX HEAD SCREW X 3iY" LONG WI (2) WASHERS AND /," HEY, NUT N.T.S. S 3.36 : TYPICAL ORIENTATION OF TREATMENT - 1 N.T.S. L. DURASLOT BAND FLANGES NO-rES: rnn (SOIL STABILIZATION BLANKET) 1. EACH CAP (A) & ADAPTER (C) COMES WI TH A CAP (F) 2. EACH COUPLER BAND (E) COMES WITH HARDWARE (1,J,K, & L) N.T.S. ::nisnns, Irac REV. DESCRIPTION BY MMIUU,YY CHK'D ADVANCED DRAINAGE SYSTEMS, INC. t ADS") HAS PREPARED THIS DETAIL ©ASED ON INFORMATION PROVIDED TOADS. THIS DRAWING !S CWS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THUS MB PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARC- 4(AO TRUEMAN BLVD V112019 GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESiGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO HILLIARD, OHtO 43U'M6 KAK CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE ME. APPLICABLE NATIONAL, STATE. OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS ArNA.: un 9+..MGF s'.;m's. Arx NITS SCALE PROJECT. DRAWING NUMBER: STD-1408 1 OF 1 ----------------- _ _ _ _ FIM$HED GRADE s r� L .._.._.- t ................ . UNPAVED: SURFACE { IfVED`.4J1t~fE 1 /f- tr;' ts�3r:# �, fP. REVISIONS f ... .. ..... ! tit t�.L�: ..,....«.,.....,...i� ... f•ror.{},y� i, y,,�,�,y # r F'. qq +1 L1t71JM11 f t�AM ANEW `31�ID AS8 (. ..., f .... :. . : 4...:.. 4•' ,o - .<r4wf<t'iwr"r wswi ♦_"<�14M4 .'l 25'. .. +' �,, •' ........ PATCH +�pPAVEMENT ADJUaTBLE VALVE BOX Wl COVER -:U:� . (r"fiIr�E);<OR A��wVr� Q�t.f , B COVER MARK~DCOMMON "1 L .': , :-c"-.' ' ram,:,' : r• . `'.5'7" +. _ ,.: -. d5 _: -.:: .. r` .,z: : . . .::: ..., .: ....... :. .: -.. .. !c :: « -- .t •7,1f ,.,..7j, ilt .;ir. t.. t,;....s .+. 2 t:..yr ti'��'� : {. ,l0^{' 9' MIN �:: -+t •f� 'Y S w i i Y.r � Y��+-t f .)'Y' . 1' t-. / • Y'+rft:r'kt �'l..r •. tom: 'C;Y �. .,:L!�t •_ 'r:J' n.�^ )�' ri � - . ✓. S : _ ... -.5 '... ."?� « , ri.-� s i _5 1 .�?t� y^'� -ilk Y ,F �' d .t.....}'f5 . A.. ,?, e s .. ... ..� .f.•::tr..•}.iff.Matt,#�.i':.,2.ft:r._.a',t'�t:nv-ssY-:::J3C,r:5..it..nrtn«.ic;5,,.. '' _ F,f f n - t ROCKFR.EE. ILORYFD3 -_ ...,.' «"`s - "t I ° 3T .. € =} l 4/22/20 ACID REVISION 2 1"1¢# i. E .OATr,: ORADE .� I :, SEE N f ,,: 2 07/20 ACO REVISION 1 VALVE. 0"t11/04/19 ACO MINOR AMENDMENT Vim• ��, .4.is'-l� S,vK TtJ JJ ,� E; :- • i, E< h. -- �<-s3rg�L�i :�: `t ;� •� <�f :' fly ��� � � ,.... ---� .ksr{.rr No. DATE BY Description �''.......... • . ,, .::� PIS AN Typ T. ---«_. ---_m_T. �.:.... ...-----,-: UI`IB€BTt iRJB�t� EARTH OIADF PIS .; l >j DRAWN BY ACO r � _ `i ) = f r APPROVED BY FCP PE and: STEEL PIPE It G# _ _ _ _ _ _ MAIN r 4 `s, L ?). A;S ;-,rt: ,l�,�a res ..art fi_?E' ;' ' '.. ME �, w �s , f f CHECKED BY FCP f hl .A� - SECTION CONTRACTOR SHALL APPLY _ ir:S314ti[iatFL< aFi t.>: �S {':i 1v.�e. S.n htH;,Y :')Yl r. r 'F#-,! t14HF F(oiv'' TITLE DETAIL FOR HDPE PIPE i)Cl>> Tt. DR:.WAG 3s9tifK4' ,4ttcc' u , Q ECiiaC.Fi T < Dii7t! 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Iwo I T I _ .Rl -AL" ,CAS f!~I.AT€IDS:: T'fPIGAi, F4 AI C. BURIE©VALVIw TYPIES., C7 1 ask ATlrstlal..: A;I>rr r r€.xt m F r _ .� . rArl _ . _ _ _. , , , . : _ _ _,.. _ �1�T _ _ tOJEC r NO: 50100451 rr ar S@ Vf3YE! aX1E`3i8C'#i:& Ytilit. W+3S4f b6 Hli4i: 1Ktf 4$ - _ . _ . _ . _ fa: E. ".... � H r 8�7TYi4f $2.9f1#@3 _ _ _ ... ._..._ __. _ _ _ _ _. , L t Y AVAI LE � I� �.. - r. .. , T I`� _ _ .. - � � � I.AAB �CK � MAC �E ��esTl F V€��'� �II�E 4. I�U�nI�.� �I�r ��UI��~� aU � I~� . , , � � x Y I C� ..`� �`Y �B ` _� I� III _ _ • _ _ _ . _ _ . _. �_.. A���1�AT� � IRIw 1�1~t��1�I�r�NT�1+�L€�r�s€�I��v��A�..�r-I�I�. ,. >• � r� � I� �. I L�`r` .. .. .... .. ... .. .. ...... _.. .:.- .. ... ..:. ... .. ,. .. ... ,.. �.. .. __ ... ..:....:....... .... .... ,.. .... . ..... ::. ...._. .:...:.:. :. ,.. ..:.: .. ._.... .. F16 .£t triaF.s7lfd7E..s,!rf.,. : ! v+e�;�, -:Tha ir#k tvrs#r r,3Haf varNt� s#1t� r� t1e ... - .. . vd csra . T*? »+s . dR' f� i� +OF 11 -,R _ _ WITI-1 R'R.. �t`A1r, tJBLIC UTIi, T hS ���+, ,, _ _:, .:, , ;;: , ;,.:: _ �.:t.�A�Iw�r,�ua�I„A� R����T�r��A~`�I��I��rI�t�T>~I�>~cVI�O-� ;II�€�A .ta � ,� fi� ,,f. rr r MANHOLES �B ��1NC�'I�I BOXES _ _ . _ . . , _ ._ : _ _ F �r�I�AT� z E i t s, t 1H•.,;#.,rt E €1 tl WITH €�RIORAI�F'R AI,.'.�F i?li�I IG tlT1lr€Tllw�ia �-� It e,j� i#?fr,rdr..; ,�Fr��tur>tt OF . , SHEET' NO. Re mend I�Y�Jii1niirym �.F m l0ar W rt�s yytiam�SR, y.,� 4(,M�si4f� DRAWING aC5.02 �tPI Tn n . �d B dd� avlb�V11�_In _ Buried Valve n!�i�,Yy4l�?!l4/�R n Tirt�d tvtrltfillrG `1. G. Aubkwoft G,G 2.0. . C i SE FC AI` TOP OF CONCR BASE UNDER HARDSCAPE CONCRETE SLAE BRASS COVER FINISHED GRADE FINISHED HARDSCAPE—_ (SEE SITE PLAN) IN HARDSCAPE AREAS CONCRETE SHALL BE FLUSH WITH TOP OF CONCRETE SLAB 1 /4" NO. 57 STONE SANITARY COVER 9/ 16" . 3/4" LETTER SIZE LIMITS OF CONCRETE AT NOTES BOTTOM OF BASE 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) IN LANDSCAPE AND 2. DEPTH OF SERVICE SHALL BE HELD ASPHALT AREAS TO A MINIMUM BUT SHALL PROVIDE CONCRETE VISIBLE FOR CONNECTION TO SERVICE AT SURFACE MAIN 3. ALL COVERS SHALL BE HS-20 TRAFFIC RATED 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL :OVER DETAIL FOR BY UVA. BROWN SAND UNDER DIMENSIONS AND LETTERING CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. IN LANDSCAPE AND ASPHALT MATCH EXISTING ADJACENT WALKS. AREAS CONCRETE SHALL BE 4" FLUSH WITH FINAL GRADE 9 " MIN./3" MAX. 10" 7 1/2" 2" 8" MIN. SWEEP WYE OR SANITARY WYE & 45' ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER 1/4" STORM 9/16" 2" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL COVER DETAIL BOTTOM VIEW OF COVER 3 8 no N.T.S. A NOTES: O 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. --`� 2. COVER SHALL HAVE NON —PENETRATING PICK HOLES. A 25 3/4" O 7/8" 4" 5"24" 5" O MINIMUM TOP 4-1" BOLT HOLES SECTION A -A STORM FRAME & COVER FACTORY PP I A LED BITUMASTIC NOTES: Q d 1.) JOINTS FOR ALL PRECAST MANHOLE - a d MANHOLES, YARD INLETS, AND RISER PRECAST STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO a THIS DETAIL. d d Q GROUT JOINT 4 d. GASKET (SEE SPECS) d GROUT JOINT . FIELD APPLIED d BITUMASTIC OVER a GROUT a. 4 MANHOLE JOINT DETAIL N.T.S. 12" OF ADJUSTING RINGS MAX. NOTES: HEAVY DUTY MODIFIED FRAME 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. & COVER HS-20 RATED WITH ADJUSTING RINGS REQ'D WHEN 24" CLEAR OPENING 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 00 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 6.) THE BOTTOM OF ALL STORM STRUCTURES SHALL BE SHAPED IN ACCORDANCE WITH p 2'-0" VDOT DETAIL I5-1. Lli Uj HALF PLAN VIEW CD 0 4'-8"+ (2xWALL THICKNESS) q a ?- SEAL JOINT (TYP) d SEE SPECS " •.: i ,... a. RUBBER COATED STEPS q CAST -IN -PLACE A 4'-0 BEVEL 45' n n B B ------------ PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS ', ( --i ° A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW ° ' • 4 ---__� BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED ° • • • • • • .° , .°, .°• , °. • °°• °' `a FLEXIBLE I °.J�u' • . ° C oo o�oONNECTICOo 0 00 00 •000 000• oo oo 00 CONCRETE MIN. 6" BEDDING FOOTING DIAMETER= 4'-8"+ (2xWALL THICKNESS) WITH N0.68 STONE SECTION B—B PRE -CAST CONCRETE (WITH FRAME AND COVER REMOVED) STORM SEWER MANHOLE DETAIL N.T.S. 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ROADWAY 3' 0-RING MINIMUM GASKET TO SPRINKLER RISER AT PROPOSED CONFORMING TENNIS BUILDING BUILDING, SEE TO ASTM MECHANICALLY PLUMBING FOR CONTINUATION. 4' MIN. C-443 RESTRAINED JOINTS PER 77 FOOT SLOPE 6" D.I. PIPE (SEE SPECS) I. 12' •-+ f PRE -CAST CHECK VALVE W/BALL 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 NE ACCORDANCE WITH AASHTO M199 AND ASTM C-478. FIRE DEPARTMENT CONNECTION N.T.S. H2O LOAD RATED COVER AND FRAME. STANDARD 4' MANHOLE. SEE WATER MANHOLE FRAME AND COVER DETAIL. FINISHED GRADE -� A POST INDICATOR VALVE o N.T.S. O TOP 24" S_0„ NOTES: 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON -PENETRATING LIFTING BARS. A 25 3/4" O 7/8" 8 1 1/8" �. � 24 ( ,� 5 15 (-+— MINIMUM 4-1 "0 BOLT HOLES SECTION A —A WATER FRAME & COVER N.T.S. .,. D e w b e r r y 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. corn KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACID REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACID APPROVED BY FCP CHECKED BY FCP `I'I"I'LE CONSTRUCTION DETAILS DEI PROTEC"I' NO: 50100451 SHEE"I' NO. C5.03 DI-3A,36,3C 1 I 2 I 3 4 5 m le C i 0 I I rz O iO n •r a r �i l vvnntt r vit wtt utU GALVANIZER PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON 21 N AT 2` GC. CONNECTORS AND IS TO BE ANCHORED WITH /z X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. DTNARE P HOLE. NOTE 8 DINT WARPED ;UTTER 'TER H -'APPR. PAVEMENT DI-3AL DI-361. L DI-3C L"`"�:: WARPED PAVEMENT ---------------- 77 -------- x I FLOW FLOW { ELOW • • 1'_ " DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET SPECFICA E REFEi 12" - 3011 PIPE: MAXIMUM DEPTH (H) " 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS DI-1 Y2 SECTION CAST IRON —m I m %z SECTION STEEL 2,_7„ NOTES .: LUGS TO BE CAST WITH _ L 2%2" x 2�2 , x r'A" i. DEPTH OF INLET (H) TO 8E SHOWN ON o' COLLAR , 10'-4" LONG PLANS. FOR DEPTH GREATER ' THAN 10 USEA B2, ��B STANDARD DI-JAE A THE "H" DIMENSION SHOWN ON: THE STANDARDS AND SPECIFIED ON: THE PLANS iv t-i CAST GAV; WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON ( STEEL JOINT STRUCTURE. PLAN !'H'! DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 _ WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 143.6 LBS CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING 1 INCLUDING ICONNECTOR 3, WHEN SPECIFIED ON THE PLANS THE rn LUGS INVERT IS TO BE SHAPED IN ACCORDANCE WITH $TANDARD IS-1, THE COST OF 2'-7" 9l " FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 4'-2" 1 �2 1. I 1, „ x 1l2 x 4 J I ,, I /2 x 4 INCLUDED IN THE BID PRICE FOR THE STRUCTURE. I PLAN LUGS r „ STUD SHEAR " 12 „rr 4/2 } CONNECTO RS 4, 11+1 THE .EVENT THE. INVERT OF THE (GRATE REMOVED) t I OUTFALL PIPE IS HIGHER THAN: THE SEE DETAIL A . BOTTOM OF THE STRUCTURE.THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B--B STANDING OR PONDING OF WATER IN THE �+ COLLAR DETAIL 1 ,,: MIN RAISED /g E STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS AL INCIDENTAL LETTERING. 0 INLET SHAPING T T AP NG IS TO BE INCLUDED 2 t IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR CAST IRON ONLY DUMP NO WASTE DRAINS TO WATERWAYS 5, STEMS ARE TO BE PROVIDED .WHEN H IS 4 0 OR GREATER, FOR DETAILS SEE DETAIL B STANDARD ST-1, 6. THIS ITEM MAY .BE PRECAST OR CAST - DETAIL A IN -PLACE. HARDWARE _ _._ 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT CLOTH I " APPROXIMATELY Y2 G-G .T.O BE 4" DEPTH AGGR #68, #78 OR " PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT a'`'. a a � p • !a'A a•, _ N_ #8 x 6" WIDTH I� ''I!(I(I�I! (I �I �I I� �y SETTLEMENT. IN LIEU OF DOWELS A 2 X4 NOTCH MAY BE PROVIDED. .._ a a �� a a[,j v ; ' 3" DIAMETER SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. zN , COLLAR WEEP HOLE SEE NOTE 8 HHHHE (o 8. 3" DIAMETER WEEP HOLE WITH 12"X72" PLASTIC I/ " :zz i2" N HARDWARE CLOTH MESH OR GALVANIZED STEEL WIRE, MINIMUM - _ cy - ` _M 12"-18" OR 2.4" WIRE DIAMETER 0.031% NUMBER 4 MESH c HARDWARE CLOTH ANCHORED FIRMLY " TO THE OUTSIDE OF THE STRUCTURE. d 9. CAST IN PLACE CONCRETE IS TO BE ISO00 CLASS A3 PSI). 00 SS TO BE, 40101 CONCRETE PSIT SECTION A -A 1/z SEE DETAIL 111 ` 2' tO MEEIIt ALTERNATE 8 CONCRETE QUANTITIES FOR MIN. DEPTH 1 APPftOTYAI QTIiCENGNEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 1 15" CONCRETE PIPE - 1.520 " CONCRETE PIPE - 1,428 CU. CU, YD. CONCRETE YD. CONCRETE 188" CONCRETE PIPE - 1,620 YD. CONCRETE f ( 1/a' APPROXIMATE WEIGHT CAST IRON 4 GRATE 363 + 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED 24" CONCRETE PIPE - 1,517 CU, YD, CONCRETE !j,', ^f, SECTION C-C SECTION D-D GRATES. LOCATION OF VARY BY MANUFACTURER. ON ALL DI-1 LETTERING MAY ADD ' PER TONAL, FOOT T ADDITIONAL FOOT OF .DEPTH.: GRATE DETAIL. ROAD AND BRIDGE STANDARDS STANDARD DROP INLET SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 3Q2 ZU11j KQAD ('� BRIDGE STANDARDS TABLE OF OUANTITIES DI-3A,38,3C L AREA OF REINFORCING STEEL TYPE SLOT Concrete BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yde, No. Lin. Ft. No, Lin. Ft. No. I Lin. Ft, XE No. I Lin. Ft, No. Lin. Ft.* No. Lin. Ft.* No, Lin, Ft, Lbs. Di-3A 21-6111 1.15 2.26 - - - - 1 5'-711 3 1 3'-2" - 6 1'-01, 22 4' 1.03 2.59 5 11-61, 2 6'-7" to W-101' 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6° 4 11- " 64 6' 3.46 5 31_61' 6 ,-7" o 61-101, 3 51-711 3 3'-2" 4 3'-6" 3 1'-6'1 4 11-01, 111 8' 3.67 3.67 3.46 5 5'-6" 10 ,_ „ to 1_ 1, 3 W-7„ 3 3'-2" 4 5'-61, 3 11-61, 4 11-0" 158 Dh3@ 10' 4,58 3.90 5 7'-6" 14 6'-711 to 6'-1011 3 V-7" 3 3'-2" 4 71-611 3 11_6.1 ,} ,_ 1, 204 12' 5.50 4.34 5 91-61t 18 -711 to 6'-1D1' 3 W-711 3 3'-2" 4 W-6" 3 1 11-61, 4 11- " 251 14' 6,42 4.78 5 11'-61, 22 - " 3 5'-7" 3 3'-2" 4 11'-6" 3 1'-61, 4 ,_ ,1 208 1" 7,33 5.22 5 13'-6" 26 W-7" to 6'-1 f1 3 5'-714 3 31-2" 4 131-6" 3 11-61, 4 11- " 345 18' 11.25 6.66 5 151-61, 30 6'-71, to 6'-10" 3 5'-7" 3 3'-2" 4 15'-6" 3 V-6" 4 1'-0" 391 20' 1 9.17 6.09 5 17'-611 34 6'- 11 to 6'-10„ 3 5'-7" 3 3'-2" 4 17'-6" 3 1'-6" 4 1'- " 438 6' 2.75 3.01 10 1'-91, 4 W-7" to W-10f1 5 5'-7" 3 3'-211 8 T-911 6 1'"6" 2 81 3.67 3.45 10 2,_911 8 61-7" to 61-1011 5 W-7" 3 3'-2" 8 2'-9° 6 1'-6" 2 --Q.' 158 10` 4.58 3.89 10 3'-9" 12 6'-7" to W-10" 5 W-711 3 3'-2" 8 3,-911 6 1'-611 2 1'-0" 205 12' 5.50 4.33 10 4'-9" 16 W-7" to 61-1011 5 5'-7" 3 3'-2" 8 41-9" 6 V-6" 2&11_0 252 DI-3C 14' 6.42 4.77 10 5`-9" 20 6'-711 to 61-101, 5 5'-711 3 3'-2" 8 5'-911 6 11-61' 298 te' 7.33 5.21 10 6`-9" 24 61-7" t 6'-101, 5 5'-7y11 3 3'-2" 8 6'-9" 6 11-6.1 345 78' 8.25 5.65 10 T-9" 28 6'-7" to 61-1011 5 5'-711 3 3'-2" 8 7'-9" 6 V-6" g 39220' 9.17 6.09 10 W-9" 32 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 8'-9" 6 1'-S" 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 2. " THE "H" DIMENSION SHOWN ON THE STANDARDS 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE, "H" S. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DRAIN SUBBASE MATERIAL, WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTORFROM FIELD CONDITIONS, OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03" NUMBER 4 MESH HARDWARE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CUBIC YARDS OF CONCRETE FOR EACH FOOT 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS CLOTH ANCHORED FIRMLY 7Q THE OUTSIDE OF THE STRUCTURE. OF DEPTH. TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST F 0 FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MIN. 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET f , , 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 R E FOR THE STRUCTURE. RUG URE. 18. DENOTES LENGTH OF ONE L ll BAR. ( 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 19, ALL REINFORCING BARS TO BE#5, HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE, THE COST OF FURNISHING 4000 PSI, PROPOSED CURB. AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID 12, LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE SHOWN ON PLAINS. PRICE FOR THE STRUCTURE, 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 13' IN MEDIAN WITH LET I INTEGRAL CURBCGUTIS CONSTRUDTER IS TO BE R8 OR 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 STANDARD CURB DROP INLET SMFICATM RFFETva " - 30" PIPE: MAXIMUM DEPTH tH} - 8' 233 12 302 VIRGINIA DEPARTMENT OF TRANSPORTATION __-- 104.10 Al . A t ��.` '.0 V 1�) [ �o 3�4 7F #iF, 3� P jb� X,§. y 16413 7. y til6f 3 13T*�N" a. IGEOTE,TIC ,:. F I' BY ' �_,l � R A ' 'l El$ TE r>< r. r f✓ y +! f •1 n' Rf f I - . . ANCHOR EXTENDS INTO SIDE OF DITCH 1 12" MIN, VARIES PIPE 3000 PSI CONCREI PLAN ENf3 S1wGTl£N?1MEISIf7N s, T , 4' £ 'n Y' 4 fl• ? 1 fi t ; 5 :1Hfe 5t�. .... 4 .5 n..:Fr • f(. ; p Fi NO SECTION i�b�1EI1�It�N2 ., Pf ' CInYd,.1'—"• R 6 f'.' g, 4. 1%% F{J'�:' A4' �< r/�.. G )!� •�. you Y, a r ' s3 ..� •: 4Gt`Q "S n,..; r ,. .......� NOTES -�-•ri', fs 7fi� f_ir1 t•" "r'i: k.t11.1T#A ,i . �}.E,r� a "'"""'"•— �'""'"'"- �^`""�'"`~ YC 3oC ''1!c- AL, Y�3?PIJtY`C':�y."s}ats a1�JA'TI `YfJ =Sk}'f SLOPE. t�ETAII YOOT Frrat R <r z RMWED AND E T[ON R nzs Fv f F r ut . a,s Fs 12" 0" CONCRETE, PIPE CULVERTS Fx,=1 <.;#� <. uAls MANHOLE WALL - NOTE: HYDRANT MUST BE IIPPED WITH CHARLOTTES-- ZLE THREADS WHICH la THE LOCAL STANDARD, t L NGTH OF BRANCH VARIES �......E'MIN _............i ............. 2, TO 10' •-••••---------- (270`) ' 1 S"—?_2." aJALVE BOX 7 CU, FT. f•'• . #68 STONE-� t I y� ,•.. ! 1` f�" GATE 42"MINVALVE t _ l _ >3 HqI S 2500 F.S.I. CONCRETE BASF AND THRUST BL OCK AGAINST s UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS 'OMEIN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL B.F. USED AS ADDITIONAL SUPPORT, 8" X 6„ TEE NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCL`+_IDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRM H'' NAN T AND VALVE BOX, 4. THE GATE VALVE. IS ALLOWED III SHOULDER OR BEHIND THE `)ITCH. I'1- IS NOT ALLOWED IN THE DITCH, 51 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO 3E IN WET AREAS, 'THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE- HYDRA€ ' ASSEMBLY HTAIL FIG. W-4 f_8 NOTES: 1.) ANCHORS SHALL BE INSTALLED ON GRAVITY SEWERS WITH SLOPES ABOVE 20%. 2.) FOR STORM SEWER APPLICATIONS, CONTRACTOR SHALL UTILIZE BELL AND DITCH SPIGOT REINFORCED CONCRETE PIPE. LINE SPACING SPACING SPACING 0 z PIPE N p ANCHOR NO. 1 AT z FIRST JOINT ABOVE GRADE SPACING Ajp MANHOLE. 20% TO 35% NOT OVER 36' MANHOLE 35% TO 50% NOT OVER 24' NcA I I WALL 50% OR GREATER NOT OVER 16' 12" MI :'' .Z a PROFILE 12" MIN. ANCHOR DETAIL FOR STEEP SLOPE GRAVITY SEWERS N.T.S. C,•F Dewberryo Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com o� z W O I� z ZQ 0 V 1 W V (D KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP 'TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET' NO. C-�jj 5 . 04 N 1 I _ 2 I 3 i 4 1`11901190141011, Dewberryo E C i 0 1/6 BEND NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. " MPRES�lON x 3/4" MALE PIPE COUPLING PPRDVED EQUAL FOR USE ON ATTACHED $1NOLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERMES. a' rt ' ^I)MPRESSION x 3/a' MALE PIPE CCUPUNG PPRDVED EQUAL -OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION AETER 15 NOT PROVIDED. RSETIER TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG. W-6A VARIES 4" DIAMETER BRANCH AND VALVE TD--• 10 ALVE BOX M.J. PLUG VARIES i. WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE— or o BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK cn METER BOX (SEE FIG. W-7) VALVE BOX I NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 (4) 1" (25rim) DiA H.OLFES ( ) -• ON 32 3/4' (834mm) a0T C;RDIA LC L.E. 2„ ,51 mr E, n) 3FRS FT (RUESSEO FLUSH) [25mm] r — �\ " \,\ l rA (z) GLDSFn 7/ I` ' tX % t \ PICK IDLES 444 ` \ �.._(2) CORED PICKEA•RS t t lA" ()$mm) (.i41 BOSS ' I •- --------------------- 27 t /2 D3A i iy 26 EJ4" GLS I t (178mm] ---------------- ----------------- _E I I: i 26" DIA (660mm] [3Brnm] ............................ .{ a i 1/4" (6;rrm) DIA 3 1JEi" / 24" D!A r I NEOPRENE GASKET [79mm [F,GBmm] 7 _ ------------ -- ---- ---------- ------------------- : _.._..- _. [722rn ^] i [ i Emm i = _ 23" DIA t584mm] 36" DLA 25' DIA I [914mm [635mmI , FRAME SECTION S�GI-EtUr�l TYPICAL MANHOLE FLAME & COVER N ''S TD-29 FIG SI-D i WATER M VARIES rVGJIrw-w,4r_u ovwgI r I I IIIVl7J WIN •A TO METER BOX (SEE FIG. W-6A THRU W-7E). _ 1 RIES ~` 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 -FEE. • 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 NTS FIG. W-6C TD-12 FRAME &: COVER (SEE-: FIG. ::,....I ... D, F) STREET SURFACE OR ....... N ON --- P A V E D ARE A SLOPED AREA C •�\j\ RUB`rr�� IER COATED SII EEL STEPS CAS' IN PACE \\ 3' 0,9 MIN PRECAST REINFORCED I CONCRETE SECTIONS 12� � IN "0" RING SEALS .........._......... 4 _I 6" MAX MINIMUM ELEVATIcON DIFIF" ERENCE• ACROSS M.H. 5" ,�49_099 - - ____ �' -_ FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOWI CONCRET .— VARIES CHANNEL TO BE FILLE : a 3/4 DIAMEETER OF.._-...._ -. ---------- CONTRIBUTING � ----- --• �'=-�,.__.....-. _ IE WE R ............. " R 1- _ n ,2" A FILLETED INVERT FOR A SMOOTH .. 'W ` •'d .. ly _ ... ` �.. TRANSITION OF F..OW RETWEEI," INLET & OUTLET PIPE SHALL BE PROVIDED. -- MIN. 5" BEDDING N0 TE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUiREMEid ] SHOWN IS P €NiMi1M AND SHALL 3E SPECIFICALLY DETERMINED BY THE CON SUI_.TANT FOR THE SOIL CONI)I fION1S. 2, THE CON f�ANT WLL DETERMINE WHETHER PAANHOLES SHALL Htti1/E EXTENDED OR NON 'EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, IF"P I �C A L M A N f---I O I S, E t_'Tf 0 N SI...i0WING 13f•RANLI ... I ,..I IN N.T.S FIG, S---I---A, TD-25 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 5'0' 318' 2° 3114 5'0' 318, 3' 5' MIN, 10' MIN, ' h 4' 5' MIN, 12' MIN, ' M GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. ------ DOOR HINGES _— I i I I I I I I I i 1 I I ! LIFT HANDLE L_ ._._ . — -_ _..... — — — . _..._--_ _--_ -.._ _ — TYPICAL METER VAULT N,T.S, FIG, W-7A TD-14 SIDE VIEW .75' DIAMETER DRILLED TOLE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24°X36' ALUMINUM ACCESS HATCH 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 10. (CftO4itr) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE: MANHOLE. 2. 5E>!ER LATERALS 'TAPPED INTO AN EXISTii I G SEWER MAIN SHALL C;I:: {.`S1NNE�;TED USING .Ti PlPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% f1/4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN it DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER / OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER Li PLUG END OF - 1 MAIN _INE- J SERVICE LATERAL 1r S E A., (10 N 4.�f}0 IN LINE WYE-- TEE PLAN SEWER SERVICE LATERAL CONNECTION N.T. S. 3 FIG. S-L 44" MIN. 36" 4 d 4 'd q 18' MIN. a:. .q a . e 37" MIN. A 12" MIN. WINGNUT LOCKING ASSEMBLY .q, BYPASS NOTES: 1, PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 1 1 2" METER NTS FIG, W-7B a s q 4 a a .. a•, ,,. d aq a-. d a � 4 =0* 'q . � 6" MIN. 17.5"-----p-'1 6" MIN. 4 d'• . •, 4 60" TD-15 .' --REMAINING BACKFILL SHALL I NOT CONTAIN ROCK MATERIAL I f 36"P� IN LARC_7_ THANd 5" IN ANY ' DIMENSIIDN I 24"MIY� INTIAL BACKFILL* I �?"�rilty (6" LIFTS) EMBEDMENT •-�--------� * ] HOROJ%GHL_Y COMPAC l E"D I BY {AND OR APPROVED SPRING LINE I ; OF PIPE -E � MECHANICAL TAMPER I.IAUNCI.IING NO. 68 STONE -- I -BEDDING rs" max I � 4" rrlirl —FOUNDATION (SHALL BE REC1U€RED l"dP iEN SOEL l% \ ,, CONDITIONS ARE UNSTABLE 4 `'4' ALL PIPE NOTE EXISTING ; r r S BE 1. OPEN CUTS IN PAVED AREAS Wit �,�I�T:N•:, 1D...T RIGHT-OF-WAY SHALL 3l� BA.CKFILLED ENTIRELY �r�'ITI] NO. 21A STONE. 2. FOR DUCTILE IRON] PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE: SHALL.. BE PROVIDE. 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEIzDING OF NO. 68 S... ONE' 1i` ;;TAI...I_..A € IC E`€ I` 1-REN""'H TD-32 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.crewberry.com KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACID APPROVED BY FCP CHECKED BY FCP '1111E CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEE'I' NO. 5.05 q�� � �� ~� ~� �� �� ��"� :� �� [lob] JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. -- SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -~---1O'�---- -"----�0'�---~�� | Y � | |! | | � WATER SEWER LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHSi WATER OR SEWER ONLY - 20MINIMUM WATER & SEWER ------ 30' MINIMUM m 3[E PART 3' PARAGRAPH D/ SEPARATION OF WATER & 3[V[R 3Y3TEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90, TO THE RIGHT OF WAY. UTILITY |[)�`�T{/lNc� �� ����kJ��T VN�TA� `/ //u / / LOCATIONS v� EASEMENT WIDTHS /`� NTS FIG, V-1 FINISHED GRADE TRENCH IMIN MIN. STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL ST"DNES TO INSURE THE PIPE DOESN'T RFST ON ROI(31K AND IHEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #15-8 STONE. FOUNDATION IN POOR Q,01L UNDER —CUT CONDITION UNSTABLE 8- -�ANUILAR FILL AS, APPROVED BY ACSA ST 1. NO ROCKS SHALL B'11- ALLOWED WITHIN 24" OF THEE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 3 THE IN!TIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFT, 4. NO ORGANIC OR' FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWEID C. IN THE TRENCH, NTS 2500 P.S.I. CONCRETE THRUST BLOCK ----------------- ----------------- UND|STURBED SOIL / PROFILE VIEW T UNDISTURBED SOIL — EDGE 24!' MIN. OF TRENCH ____ 2500 P.S.I. CONCRETE THRUST BLOCK--* UNDISTURBED SOIL - EDGE t ____________ OF TRENCH 24-N. �' NOTES: PLAN VIEW. * NOT TO SCALE ^ NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ° J' M|N|NUKJ HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE AC3A. ° 3' WiN|MUkJ VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE AC5A. ° CERTIFICATION OF 85% COMPACTION REQUIRED IN TRENCH. ° THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICTY[3|/`�| ���U/`[� TLJ�U��T AL /�/r��- ���_�/�/`/�_/� ////��/^�/ BLOCK ���_���,/� NTS FIG. W-3D � 2 COATS OF TRAFFIC PAINT 45* max IV A. a PLUG FOR ALL BENDS FOR TEE OR WYE FITTINGS -4 WIDEN TRENCH TO ANCHOR IF fE EDQ -min M BEDDING AS PLUG MIN MIN SECTION 1 SECTION 2 PIPE DEGREE BEND DIMENSIONS VOL. TEEAND 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. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUSTBILOCKS NTS VAN 4" WIDE WHIT /Y[ " `�---^ CORNER RADIUS - 1 1AYP\ PAINTEDLINES --^ / ^ `''' '/ 1. FOR ALL SPACES TO BE DESIGNATED AS HANDICAP, THE vmQwmSTANDARD ^mESEnv[ PARKING" SIGN SHALL BE INSTALLED, esWELL AS THE smwDA@n ~p[mm]Y' roW-mmw zows~ SIGN. u. FOR SPACE DESIGNATED ON PLAN AS VAN w:Csns|eLc. pROwmc ~mw w:cESSmL[^ nmw WITH u|w|uuw ^2~ HIGH LETTERING uoUwTcn UNDERNEATH nEs[nv[D PARKING SIGN. s. s/ow(s) SHALL BE unowrEu ON oo|m|wn. CURB STOP CURB STOP --TRAFFIC PAINT VAN HANDICAPPED TYP. HANDICAPPED - _-`, PARKING 4. SIGN(S) SHALL BE MOUNTED WITH THE BOTTOM TYPICAL SPACE HIGHER THAN 7' ABOVE THE FINISHED GRADE. 5, THE REQUIRED ITEMS MAY BE CONTAINED ON NOTE: SEE SITE LAYOUT PLAN FOR CURB STOPS 2.5' ONE OR MULTIPLE SIGNS. SUBMIT SHOP PARKING DIMENSIONS & LAYOUT OFF OF BACK OF DRAWINGS(S) FOR SIGNS. DIMENSIONS SHOWN ARE MINIMUMS CURB OR EDGE OF PAVEMENT (TYP) 6. SIGN(S) SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL UNIFORM STATEWIDE BUILDING CODE), AND THE CODE OF VIRGINIA SECTION 36-99.11. HANDICAPPED SIGN/ SYMBOUSTRIPING DETAILS SPACE PARKING � m NOTE: RESTRAINED JOINT FITTINGS. Certification of 95% compaction required Galvanized Steel Beam, 3' min, penetration into undisturbed soil , or as approved by the TYPICAL THRUST B|[lPK IN FILL AREA NTS FIG. W-3B PLACE 5' GALVANIZED ^ WITNESS ^ POST WITH ENDS PAINTED BLUE IN REMOTE W7E43 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I i ` TO H}CHW4DEPARTMENT APPROVAL. AD": ADJUSTABLE VALVE BOX IN11 LID T M.J. GAIE VALVE LINE BEARINGARE& THRUST BLOCK ..4 Z, NOTE IN REMOTE AREAS, VALVE BOXES SHALL 'EXTEND SIX (8) INCHES ABOVE GRADE. TYPICAL C A TE VALVE VE | UNDISTURBED EARTH z om ASTMmnAND HEX NUT ASTM A568 (TYP) uwo�Tunoco oo|L (Typ) r--WATER MAIN ECTION 1. ALL nons AND pxsrcwsns SHALL BE owsw TWO ooms OF ASPHALTIC PAINT AFTER «sscwacY. c. CONTRACTOR SHALL sNsuns THAT THE COLLAR omns AmxwsT uwnismnoco SOIL FOR THE u|N|uow mwsNsmw sxoww. a. o|mcwsmwo nxnnw ncnOwo THE Tnswo* w/nr* ARE Ansnunc u|w|uuy. IF THE Tmswoo w|oxo is umocn oux|wn oows/noonom. THE nouAn mwcmswws SHALL /woecxoc »000no/wou/. TS FOR VALVES CROSS ANCHOR RESTRAIN wrs Fig. n-3o COVER LIFT NOTCH WATER CAST IRON LID � NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL | kJ�T[[� ��/lY�{� / / / /��r��- METER �_/ � ���//��_.` /� /�'' 1'` kJ�T�[�(�\ \ `/ / �� -- / METERS) �-/ `.� / ` ' ' NTS R0. W-7 TD-13 Inc.Dewberry Engineers 4805 Lake Brook Drive, Suitez00 Glen Allen, m23mm xu"ov:xofuxu.rv5r Fax:xv4.2vn.7vzx REVI80NS 2/07/20 ACID REVISION 1 No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CBEC0E)BY IDLE CONSTRUCTION �^v_^�� �� �x�.�J�/ ��v~v�� DETAILS DEI PROJECT NO: 50100451 C.5.06 %0'. 1 I 2 3 I 4 4" 2"R d 6„ 4 q q . d !d 7I .q d . d d d .d q .d dq d .. dq ..�.�_�'..,�. 6" 2'-0" THE BOTTOM OF THE CURB AND GUTTER MAY BE MAY BE CONSTRUCTED PARALLEL TO THE THIS AREA CONCRETE THE OPTION SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" MAINTAINED. OF THE CONTRACTOR 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. 6" CURB & GUTTER (CG-6) D 4" 2„R N.T.S. NOTES: 1. CONCRETE TO BE CLASS A3. 6„ 2. CURB ADJACENT TO THE ROADWAY PAVEMENT 7 y" �d SECTION SHALL HAVE A CURB DEPTH OF 21 SURFACE WHILE CURB ADJACENT TO THE PARKING LOT 18 ,4 q PAVEMENT SECTION SHALL HAVE A CURB DEPTH - MAX. dq d dq OF 16" IN ORDER THAT THE BOTTOM OF CURB d " WILL COINCIDE WITH THE TOP OF THE q BASE SUBGRADE. d d ° d- a 3. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, V 4 BROWN SAND, AND SOLOMAN COLORS, INC. d SUBGRADE #306 COLORFLO LIQUID COLOR (CANVAS) AT A 6„ RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BYL 12" UVA. BROWN SAND UNDER CONCRETE SHALL ACCEPTABLE ALTERNATIVE HAVE CONSISTENT COLOR THROUGHOUT IF CURB IS EXTRUDED PROJECT. MATCH EXISTING ADJACENT WALKS. 4°' 4. WHEN INSTALLED TO CONTAIN PERMEABLE 2"R PAVERS, THE TOP OF CURB SHALL BE FLUSH WITH ADJACENT PAVING (BOTH PAVERS AND CONCRETE). 6" 5. CURB SHALL BE 3' ABOVE ADJACENT GRADE TO d. ALLOW FOR SOIL AND MULCH IN AREAS SEE NOTE <: . ° ' d SURFACE c ADJACENT TO PERMEABLE PAVERS. #2 4 BASE d SUBGRADE 6" STANDARD 6" CURB (CG-2) N.T.S. 0 SWM-DR WATER QUALITY ORIFICE. LEE FLOW )R SIZE) )LAI DIA. SWM DAM METAL PLATE DETAIL (NOT GALVANIZED) -CONC. SWM DAM T_ I , ADHSIVE t BOLTS, SELF LOCKING HEX. NUTS, FLAT WASHERS OR SQUARE :. 6" MIN. THROUGH „ *X 1/12 D TH f f/4 D)K CONCRETE CRADLE PIPE SIZE INCHES CRADLE BOTTOM WIDTH (INCHES) CRADLE HEIGHT (INCHES) CRADLE TOP WIDTH (INCHES) INCREMENT, IN CUBIC YARDS, PER LINEAR FOOT OF PIPE 12 34 14 32 0.093 15 38 15.75 35.5 0.110 18 42 17.5 39 0.129 24 50 21 46 0.168 30 3B 58 66 26 31 53 6fl 0.233 Q.30T 42 74 36 fi7 0.390 0 0 i -� I I CONCRETE SHALL BE CLASS A3 * BUT NOT LESS THAN 6" o BOTTOM * * IF THE PIPE IS LAID IN AN EXCAVATED TRENCH, THEN OF BASIN THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE (IE THE TRENCH MAY BECOME THE CRADLE FORM). - AIL FOR METAL PLATE AND SIDE VIEW OF SWM CONCRETE CRADLE IS TO BE INSTALLED UNDER THE ENTIRE LENGTH OF CULVERT AT EACH STORMWATER MANAGEMENT BASIN. WATER QUALITY ORIFICE DAM WITH DEBRIS CONCRETE CRADLE IS TO BE PAID FOR AS MISCELLANEOUS TYPICAL SWM DAM CONCRETE AND SUMMARIZED IN CUBIC YARDS FOR EACH PIPE LOCATION METAL PLATE MUST BE CURVED TO FIT CIRCULAR UNITS WHERE APPLICABLE. CONC. SWM RISER ROUND OR SQUARE p{pE OR SWM 12" MAX. 6" MIN. DRAINAGE OPENING THROUGH WALL STRUCTURE DEBRIS (4) II2'x4" i RACK ADHESIVE > BOLTS, SELF I 0 0 LOCKING O -- \ Q W HEX. NUTS, FLAT I / I OpTBASlN ¢- W > 4'+ QUALITY W WASHERS \ J (SE E S ° I I I ( I�--METAL PLATE w / S17_E) -� !! tt 1 f L.. I ^-----....... -- -J -J - 9 <4) �q" DIA t� HOLES DETAIL FOR METAL PLATE AND SIDE VIEW WITH DEBRIS RACK METAL PLATE DETAIL WATER QUALITY ORIFICE (NOT GALVANIZED) TYPICAL SWM DRAINAGE STRUCTURE \v�T STORMWATER MANAGEMENT (SWM) DETAILS SREFERENCEECIFICATION ROAD AND BRIDGE STANDARDS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE SHEET 3 OF 5 REVISION DATE (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 114 O6 CG 12 NOTE: COMPONENTS OF CURB RA.'•AP S CONSIST OF THE FOLLOWING: rF HYDRAULIC CEMCN-T SIDEWALK (DEPTH III INCHES, AREA !N SQUARE YARDS) CURB WHEN REQUIRE? (CG-2�OR CG-•3 IN LINEAR FEET) GENERAL NOTES: DETEC'E A5_E YIARNI.IG SURFACE (AREA 1N SQUARE YARDS) 'THE l'}F.1'F..C'EA.it.t 'A'AEiPllfd(i EHAl.1. t E: PZCVIJF:7 BY '( 2UNCAT"t".f) U(I'?vf.S. FAICH OF THE ABOVE ITEMS i A S£F'AR'ATF_. PAY ITEM AND SHOULD OE 5UMNllA :!ZGD FOR EAC i CURB CUT RAMP. 2. DETECTABLE WARNING SHAI.L. BE FROM THE MATERIALS APPFiQVEE) 3.,{S'f F(}R Sl)E'1t�AL DETECTABLE WARNING SUFACES. PRODUCTS fJCT LISTED SHALL MEET {- � E RAMP {2.1 AAY THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG••12 DETECT' ECT' I E ! 48 1 MAX F N O TEE STANDARD AtdD I "RNING SURFACE AND SHALL BE SUBMITTED 'T '-�sH?�:•3 •'_�',-�. SPECIAL DESIGN SECTIOtd FOR APPROVAL. 3. SLOPING SIDES OF CURES RAMP MAY BE POURED MONOLITHICALLY '"JITE4 RAMP 41 _ FL )GR OR BY 115tNG PERfviE551BLE CO{IS7RItCTION JOINT N:1'TH REQLII?ED BARS. f ..�r- /+. IF ZA?viP FLOOR 15 PRECAST, {:(ICES DAUST BE PROVIDED FOR DOWEL 3 ARS SD a p�A.X THAI' ADJOINING FLARED SIDES CAN BE CAST IN r'LACE Ar TER PLACEM N'E OF`1C1:1 PRECAST RAMP FLOOR. PRECAST CDIiCRETV SHALL BE CLASS A-4. TYPE A 5. REQUIRED 9AR'S ARE TO BE NO. 5 X 3" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF "THE RAMP FLOOR, MID -DEPTH ()F' RAMP FLOOR. MINIMUM CONCRETE C,'v'VFE2 [+/p". " CURS i CURB A"dD GUTTER Of'£ TRFJtSITtOtdS ADJhCEid- TO CURES RAMPS ARE INCLUDED IN r'AY'rAE T T FOR CURB ,' CURB ND GiJ7 TER. ��t��1t/ /4�`6. i,,����/�� 7. CL!Rh RAMPS. ARE: TO i£ L.00R'(F'i:) AS SHO`1J`1 O`I THE PI..AN:-� OR AS t.?IRE.(; [D [iY Ti1£ £i`aG1N£FR. THEY AF(E TO BF PROVIDED AT INT£RSFCTt()£ S 'PiHEREV£R � " 12�1 MAX-- �� ROUTE T* 'J/{TIi(ty T{iF F<.!G:I'+ OF ';JAY OF A. tit+3FiN1fiY FACILITY AN ACCESSIBLE" OU � � F CROSSES A CURB REGARDLESS OF W; IETHER SIDEWALK IS EXISTING, PROPOSED, OR NOI�IEXISTEi~IT. THEY ?,UST BE LOCATED WITHIN PEDESTRIAN CROS:SINALKS � � - -"` � A:S SHOWN ON PLANS OR AS U{Ri C;TED 6%' THE ENGINEER, AND SHOULD NOT � TYPE BE LOCATE) BEHIND VEI-11CLE. STOP LINES, rX:STING LIGHT POLES, FIRE PARALLEL H"fDRA,PiT;, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ,'t/�/a.%Y�� EPIEEREi)��`%�r'."N�.�%y� ACCE`;SIBLE ELEDAENTS OF A FACILITY THAT CA, 5E APPROACHED, � ( ��'') Y PF.7FS'I'RIANS. AND, J,)E E} v.< � �i � %f!' ? ��! 12 8, RAMPS MAY 6E PLACED QN RADIAL OR TAIGENT•IAL SECTIONS PROVIDED THAT J!,,'... ,„��•----� � THE CURL OPENih•!G i5 PI_.ACED fV{T i!N THE l_tD':ITS OF THE CROISSWAI_K .4-11D 1Z^1 MAX THAT TI l . Si.OFF AT Tii£ CONNECTION OF TI1£ CUFti3 OPENING IS - 3" _ EkiJ-TIE II`i j1=L':`tl PERPENDICULAR TO THE CURL. g, TYPICAL CONCRETE SIDE4VA_K IS 4' THICK, WHEN THE ENTRANCE RADIIC.4NOT. _ TURNING REQ+IRcME QF �....: =Ili-l?I it 1j;5°s �v -•- ACCOM{tii OAT- THE J . UI PITS ANTIC=FATED H£A'•1Y TRUCK dtP, �-- O�•; _ 13. COMMERCIAL ENTRANCE.: (HEAVY 1' HIGHER THAN TRAFFIC, RE`ER TO STANDARD C,3 �� � � AE � 2" TRUCK TP,fi YIC} FOR CONCRETE i1 P'TH. �r £7GF OF PAVEMENT 10. WHEN CURB RAMPS ARE USEt) IN CONJUNCTION WITH A SHAVED U'S E PATH, \� AT :1 , SA,Mr AS TOE' OF CI_IRET THE MINIMUM WIDTH SH&A. 8F THE WIDTH OF THE SHARED USE PATH, 11. WHEN ONLY ONE CUP E2AMP 1S, PROVIDE:) FOR TWO CROSS;N0S (DIAGC)NAL ), TYPE G A 4' x 4' LAND{NG AREA SHALL HE PR1*,1VIDED TO DiANEUVER A HE:F:t.0 iA.l : PARALLEL +�Jt PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDINr; AREA MAY INCLUDE THE GUTTER PAN. r--•TRUNCATED DOME 1f. ALL.. CASES VI'1-IFRE C LIR.8 RAMPS INTERSECT. A RADIAL 5{:CTION OF °I 1."" c ^--C n _ •5 T _....---. n r :i A > . �' ; T A E �F TH �£.£., 4L T.ON� CURB „T ENTRANCES OR STRu_T CCt'IN£., c � �7C1 �•- �.1 �. {. ' WARNING SURFACE SHALL. HAVE A FACTORY RADIUS OR BE FIELD 1 � h� � C � Ci T t7 i GI DAJDIFtFil AS RECG'MDAE`1DED E31'' THE MAN`•): AC1'1_iRER TO tAAE'C'.H � T THE BACK OF' CURB. ..j} O O C (D OJ O G (D O O C) (D O O O C: 0 o 0 O G _............... { i 0 (D Ci O O O C' L ANDINL I RAMP i I i O 0 U O C) O 0 O 0 0 O 0101000000 O O O 0I �I s�J ' 6 /. OF BASE DIAMETER D C' O I ..... TO. J{.4DACTCR -6- .. DETF-.C;"TABt.E kiWARNIf'dG AT LACK OF CURE ��I 0:9" 1.4E VARIABLE FULL ANDTH OF R_41P Ft.CC)F; SEE NOTE 12. BASE DIAl,4E: f E R�-PAY LIMITS DETECTABLE WARNING TRUNCATED DUDE DETECTABLE WARNING INSTALLED ON A RADIUS ®F_TAIL DETAIL SPECIFICATION VD0TC -12 DETECTABLE WARNING SURFACE REFERENCE ROAD A"dC BRIDGE SrASIDA,RG's SHEET 1 ()F n:£v1.:ION DATE (GENERAL..- NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 PLAN VIEW 2 TYPICAL ROUND OR ]ROUND CULVERT 12" MAX. , OPENING 'THROUGHTHE WALL---' •i "1 SIDE VIEW SWM DRAINAGE STRUCTURE W/FLA7 WASHERSDANU SE BOLTS LOCKING NUTS TYPICAL 8 PLACES, PLAN VIEW (TRASH RACK NOT SHOWN) TRASH RACK (SEE STD. SWM-DR) -SEE NOTE 6 METAL PLATE DEBRIS RACK CLASS A-3 CONCRETE TO BE USED TO FILL SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE. Y2%4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER. �4" Y " Y4 1Y�2"� Y2"X1Y4" 3%4" DIA. BOLT HOLE "�D Y4" METAL PLATE R Y „ 4 SIDE VIEW OF BOLT WELDED ON TO METAL PLATE SIDE VIEW FRONT VIEW DETAIL FOR DEBRIS RACK HOLDER Z_ 00 Io TOP VIEW TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE HOLDER DETAIL ABOVE) PA SPECIFICATION REFERENCE 302 STAINLESS STEEL " DIA. BARS 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE SWM DRAINAGE STRUCTURE. 2. DEBRIS RACK MAY BE FABRICATED FROM WELDED 3/8" DIAMETER STAINLESS STEEL BARS OR 1 /2" THICK HIGH DENSITY POLYETHYLENE. 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. 4. THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN HOLDER BOLT IS LOCATED ON THE METAL PLATE THE 1/2" DIA. BOLT LENGTH IS TO BE REDUCED 1/4 LG. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE IS TO BE GALVANIZED. TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) ❑ ❑ ❑ 25�6" SQUARE OR ❑ ❑ ❑ ❑ 3" DIA. HOLES ❑ ❑ ❑ ❑ ❑ (SEE NOTE 2) ❑ ❑ ❑ ❑ ❑ ❑ 1'-0" MIN. FRONT VIEW HIGH DENSITY POLYETHYLENE 1' 2" MIN. _I SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTATION SWM-I NOTES: I. COST OF TRASH RACK AND DEBRIS RACK ARE TO BE INCLUDED IN THE BID PRICE FOR THE STORMWATER MANAGEMENT DRAINAGE STRUCTURE, 2. STRUCTURE MAY BE PRECAST OR CAST IN PLACE. SEE SHEET 2 OF 3 FOR DETAILS ON PRECAST STRUCTURE. 3. 'WEEP HOLES SHALL NOT BE PROVIDED, 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4'-0" OR GREATER A13OVE INVERT OF OUTLET PIPE, FOR STEP DETAILS SEE STA14DARD ST-1, 5. FOR DETAILS ON METAL PLATE, DEBRIS RACK AND TRASH RACK SEE STANDARD SWM-DR. 6, MARK HEIGHT OF STRUCTURE, IN BLACK, WITH 4" HIGH NUMERALS MID 1" WIDE HORIZONTAL STRIPES AT I' 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 CONSTP.UCTION. SEE STANDARD SWM-DR, SHEET 1 OF 5, FOR TEMPORARY MODIFICATION DETAILS, B. THE SIZE OF THE WATER QUALITY ORIFICE SHALL BE SPECIFIED N THE PLANS. ADDITIONAL. OPENINGS IN THE STORMWATER .. ADIAGEM£NT DRAINAGE STRUCTURE TO BE PROVIDED WHEN i PECIFIED ON THE PLANS. mi f I1%J1`, 1 Y 14, T! (DEBRIS RACK NOT SHOWN) -SEE NOTE 6 HATER QUALITY ORIFICE 5EE NOTE 8 BOTTOM OF STORMWATER MANAGEMENT BASIN APPROXIMATE QUANTITIES CAST -IN -PLACE CLASS A-3 CONCRETE TO BE USED. kA&YIARIIhd f1CPTM 441 To RF PIPE SIZE 12" 15" 18" 24" 30" 36" 42" MINIMUM DEPTH H 5'-0" 5'-31/4" 5'-6Ji" 6'-1„ 6' 7%2" 7' 2" 7'-Sfz" CU. YOS. CONCRETE 2,665 2,773 2.1378 3.075 3.624 3,437 -3.598 INCREMENT PER FOOT OF ADDITIONAL DEPTH "H" - 0,461 CU, YDS. SPECIFICATION CAST IN PLACE STORMWATER MANAGEMENT 1VcDoT REFERENCE DRAINAGE STRUCTURE ROAD MID BRIDGE STANDARDS REVISION DATE SHEET t OF 3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/10 1114.01 SWM-DR '1 till Min V011111111 mom • NOTE: A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' x 2' CLEAR OPENING, SHALL BE PROVIDED ON ALL TRASH RACKS. HIGH DENSITY POLYETHYLENE APPROX. 95 SWM-DR SHEET 2 OF 5 REV. 3/0. 116.05 TYP. I/ " DIA S�'EEL BAR 2" x I/2 , 'A STEEL I PLATE 4'-D" 5Q, �1 , rrt 5'-4" SO _ A. X 6" LG. VE BOLTS T WASHERS AND LOCKING NUTS AL 8 PLACES -EQUALLY ON AN "E" DIA. B.C. METAL (STEEL) APPROX, wr. cL.Bs.) 188 TYP, ZHESI W/FLA SELF TYPIC SPACED --- � D0I SSTORMWATER MANAGEMENT DETAILS TRASH RACK SREFEENCE" ROAD AND BRIDGE STANDARDS FOR SWM DRAINAGE STRUCTURES SHEET 5 OF 5 REVISION DATE 302 114 08 VIRGINIA DEPARTMENT OF TRANSPORTATION Vol! Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.coni KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEETNO. D e w b e r r y 1 I GRATE OPTIONS 1 LOAD RATING PART # DRAWING # � T AN 4 4 ' TS H= SOLI COVE Ml S -20 � 9C ' 24.9 O 7 7 U1.11' ='17 7 01.1 0-216 DOME NIA 2499CGD 7001.110-219 DROP IN GRATE i LIGHT DUTY 240101 7001-110-076 I PEDESTRIAN T MEE . 2 , 1- 0- 7 110-1 3 SOLID COVER MEETS H-20 GC 1299COP 7001-110-204 PEDESTRIAN BRONZE NIA 8 7001-110-205 DOME NIA GD 7001-110-206DROP _ W GRA7F LIGI fl DIIIY D1 7001-110-021 1 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY I Description APPROVED BY FCP CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. Q 5W ' V-11 Storm Sewer Design Calculations LO-229 Dewberry, PROJECT: UVAF Tennis Courts COUNTY: Albemarle County DATE: February, 2020 ENGINEER: A. Olson/ Uewberry Engineers Inc. OUTFALL TO STRUCTURE: --- (3) W- �4) TIN (7) FS_JF�N, Y: RAINFALL INTENSITY (IN/I;R� SATURATI 014 FACTOR C, FLOW ps) ... �LOIF 115 DIAMETER D. (IN) (16) ('.7) CAPACITY CARA (CF5) (131 VELOCITY (FPS) (19) MINIMUM VELOCITY (FPS) (20) MAXIMUM VELOCITY (FPS) (21) FLOW IMIF (MIN) (221 REMARK (23) INCR. 0. X. XX. x".. (13) 1141 5TM 12 STM 13 - STM14 Srm 16 SIM 13 SIM 14 5TM 16 5TM STM 17 0.155 0.380 01169 -Tj-,jj 0.166 LAGS 0.427 0.537 0.422 --TsUS ---6 478 0.785 - 0.07 0.20 0103 0.07 0.39 0.13 0 is 0.00 0.07 0.53 0.61 0.7i 2.31 2.44 4.39 4.39 5.50 •Ill ..... ....... 6.16 6.25 10,00 13.69 ---i3 70 ...... il� - 10 10 10 10 10 6.51 - 6.:J9 - 633 6.31 5.32 5.30 4.69 4.69 1.00 - 1.W - 100 1.00 J.00 1.00 1.00 1.00 - 0.43 U 3.70 3.$5 4.45 12.2 8 12.93 K20.56 G 20.56 561.79 559.34 557.78 550.23 So 54'01 54136 538.57 559 1 5ii5t) 33 548.90 $48 7q 54632 - 541,20 - 537.00 107.7.3 94.43 N73,46 123.19 '3 1" 3S , 1 33.31 63.66 - 7.00 3� 59.32 0.022 0,015 0.101 0.011 0.014 008 .1)23 0.026 15 15 15 15 18 24 30 0.012 01012 0.012 0.012 0.012 0.012 0.012 10 36 R.70 22.29 7.27 13,64 22.59 72.29 4.17 6.82 13.63 - 6.23 8.75 7.45 12.71 2.0 2.0 2.0 2.0 2-0 2.0 20.0 200 - 20.0 20.0 - 20,0 --- 20.0 20.0 --- 0.23 Oj)S 0.33 Q.0-' 0.37 0.01 0.03 STM 17 SIM 28 SIM 29 SIM 30 STM 7a STM 29 STNA.31) -'M 31 --�L 13 STD', C-010 -�I M COIG -la U.364 0.848 0.31 -000 0.31 0-31 5.0 5-15 2 -10 504 6-60 1 GO 1.00 156 2. 61 �5 SGO." 511100 560.70 35-90 30.00 --- - 0.007 - 12 12 01012 3�2-2 3.15 4.07 4.28 10 ---- 2.0 2o.0 20.0 --- 0.15 lot 01-in' 0.12 STM 01 102 361 -- tii 071 1) - 16 9 0.100 ---5 -07-0- 0.267 0.408 0-711 0.651 0.7"o 0.614 --0-(-'14 .729 0.6a9 0.15 0.05 0,11 0.08 0,04 000 Qj 0.00 0.21 - 0. 0G 0.18 0.15 0-2S 0.39 0.56 - 0.61 �65 I I - 1.41 1.61 1.61 1.80 6 69 7 .04 7.28 7.64 7.73 - 7.)9 8.22 -12.84 --- 2�92 13.18 13.23 10 10 - 10 10 111 - 10 It, 10 10 10 10 G 19 6.09 - 6.03 5.93 5.91 5.81) S, 7F 4.S3 �1-82 4.77 4.75 1-00 1.00 1.00 I.Go - 1.00 - 1.00 IOU 1.-)0 1.00 1.00 Im G91 J.74 2.38 J.35 - -359 3.85 671 6.79 7 .77 7.77 S.SFI 1.�o 0.99 560.51 - 55969 551-98 550.31 4893 4.21 543.10 542.75 542.60 5GI.09 560 il 559.83 552.08 SWAI 549.03 544.67 54373 - 542.85 54170 541.45 73.68 57.49 73.50 35.00 143.08 33.02 -- 34 --/183 14.71 170. 01. 0.007 0.007 0.104 0.045, 0.009 - -- 0129 (T01-1 5 ---6-003 00003 G.007 15 25 15 is 1-5 - 15 - 1.5 is 2-4 2`1 24 0.012 01012 1-2 - 0.012 -70j? 017, 0.012 0.012 00-12 0.012 --- 5.82 5.69 22.52 4.82 - 6.62 ---- 25.14 13.26 -14.46 14.29 3.46 ---- 4.08 13.19 9.97 - 5.61 173S 7.57 469 -- 4.65 6.15 2.0 2.0 2'G 2.0 - 2.0 2.0 2.0 2,0 2.0 2-0 20.0 20.0 20.0 2U.0 20.0 20.0 20.0 20.0 20.0 20-0 0.35 0.23 0.09 - 006 STM 02 M 03 STM 04 --TTTA 05 --TTWG1 IM 03 STM U4 S T111 05 STM 05 STNI 07 tv -Gj m -10 STM -Tj -TTm -,1 --�Tm 29 0.43 0.0.; 0. 0.26 0.05 0.46 --STm-o -/ 5-TM 09 --1-0 5TM --STM 37 STM 11 ROOF 2 SIM 02 "92 -900 O.QB 0.08 S.Go 2 1.00 0.42- 24 1,300---- 14.85 0�016 6 0,012 0 77 402 10 200 0.06 - Rccf 02in _K70F 4 M 04 U--90U 01)6 P11 0.08 5-00 2 S.04 1.00 0�11 559.84 59.79 -6 -0,18 2-76 2-0 20-0 -Gjj5 Roof Drain -ST.MGS --�-TM 0-9 - -0.409 --D -- .598 4 0.24 0.24 12,72 10 4.85 J.00 1.1 9 544.54 IA4.31 - 7A'96 --- OXUS 15 U.0L7 - 6 24 3092 7.0 20.0 0.12 STM AO 5".4 39 STM -39 STM 07 0.259 --K2-59 --5-9-00 0,23 023 0.23 C.'JI 5 GO 5.36 10 10 664 6.54 1.00 IGG 1 �S, 3.05 .550.93 A' 550.45 550.5,5 549.90 76.80 76.90 - 01"Us 0,007 1-2 --TO -12 - 0,012 2.71 3.27 3.58 4.74 G 2.0 -0.0 20.0 1, 36 -0.27 SIM 42 STM IS STNI 17 11259 0,187 0.9ut) 0.9GO 0.2.3 0.17 DUG - 0 23 0.40 0.40 5. 5-36 - 5.56 - 10 1-0 - 10 6.64 634 6.4�) M 1.00 1100 1.00 1.55 2.63 - 2.63 S'. 4G 550.46 5419.11 S49,2 1 548.90 7 76.80 ---- 30.46 0 U-05 0.016 0.007 12 12 15 -GOI_, 0 012 0.012 271 4.92 4. 9 2 5.81 3.58 6.38 4.63 2.0 2.D --- 2.0 20.0 200 20.0 0.36 020 0.11 41 STM 42 SIM 18 SIM 53 STM 52 Sim 52 TM 51 --o-.0-21 _0 NO 00-64 0.183 .099 0.623 0.552 0�564 0.876 .739 ---- 0.01 0.03 - 0.04 - 0 LIU 0.16 -000 - 0.08 0,01 0105 G.08 0.08 0A1 0-23 - 0 31 5.0 5.73 6.36 GA7 6.79 7.0.1 - 7-1-1 10 10 10 if) 10 10 10 6.64 6.44 6,2$ 6.25 G. 16 6.10 6.D7 1. 1.00 I.Do --- 100 100 1.00 1.00 0.09 0.31 0.53 0.53 2.51 4.47 4.92 564.86 563.28 5132.41 562.14 558.37 5E6.81 554.82 563.38 562.50 - 561.31 55734 156 IS 7349.60 99.19 99.64 20.0p 56.88 72,DO 116.59 G.015 0,008 -0-0-08 0.0070.017. - 0.009 0.045 15 15 15 15 15 OL2 0.012 0.012 - 0.012 8.55 6.19 6.44 sm 6.55 2.26 2.04 3.17 3.01 4.99 0 40 2.0 - 2.0 2.0 .0 2.0 20�O 20.0 20.0 2.u,0 20.0 10.0 20,0 0.73 0.63 0.11 0.33 0,24 0.10 0.18 ST A �51 $TPA 50 STM 47 STM 44 5TM 43 -STM so STM 47 STM 44 SIM 43 SIM 17 17 --�Tm 4-8 STM 47 OTS-2 - U.900 0116 0-0 ---- Q.JG 0-16 5.U0 5-28 10 10 6.G4 6.56 1. 1.00 LOU 1.09 - 562.38 561.58 - 561,68 561.19 - 69.66 43.0 2 0.010 --O-Goq is -15 0-012 010-12 7.01 6-66 4.15 4-0 1 2.0 10 20.0 - 20.0 O.i8 -018 STM .1-9 - STM 4a 5TIA 46 6 G SIIEMA45 SIM 45 S TPA 44 ---7,228 2 �15 _0 -7-41 - 0.725 0.17 0.16 0.17 0.32 5.00 SAO 10 IQ 6.64 6.53 1.00 1.00 1.12 1 2.12 559.62 55�/.44 557.a4 102.33 19,21 0.011 - OmSi 15 is 0.012 7.19 U-77 4.27 4.89 2.0 2.0 2Q.0 20.0 0.41) 00/ STM 32 STM 33 'T M SIM 33 STM 34 STNI 35 STM 36 -Mlil 0.421 0.27 U-00 0.00 000 466 -4 65 4.66 4.66 13.78 13.92 4.22 14.3Z 10 10 IG 10 4.67 4.65 4.60 4.58 1.00 1.00 2i.76 21.7G 21.71i 71' 527 46 --- 5-216 -07 --�16.43 51560 52 6- 516.59 515.70 5 15 SG 35.63 24131 55.62 25.15 -76'GI5 039 0.014 0.004 - 36 42 42 42 - 0.013 0.0.13 0.013 0.013 - 81.84 - 199.52 119A4 63.44 9.81 - -A 63 9jp 5�99 - 2.0 - 2.0 0 2.0 20.0 20.0 20.0 20.0 0.15 0.30 0.10 0.07 S' STM 34 5"A 35 TM STM Col STM Cal M U4 0�010 o01 0.00 001 001 5 U0 S-'G IS 10 6.64 659 1.00 -J-00 0.06 0106 562.97 562.28 562.38 561.79 29.75 24.15 0.02U 0.020 6 - 6 012 U.012 086 153 2.0 20, 0.20 KSTNM�3B ROOF 013 ROOF STM 06 --- �-024 0.9 007 0.02 5010 2 -- 504 1 W 0.11 554.00 -553 S/ - 6.35 - G.L20 6 - 012 0.86 .30- 2.11 200 0114 RnoJ VNM OF G 5-10T 6 STM COG STM COG M1 06 UO2.6 0.900 0.02 0.00 0.02 0 02 5.00 5 is 2. ALI 5 �O4 6.40 100 1.00 0.12 0-J2 0,15 0, 553.92 550,57 SSG G7 550.22 2,32 J7.46 - )020 0.020 6 0.012 08- 0.86 3 US 3.310 20 200 200 20.0 0 d8 Sill Drain' ilor 16 TNT CO2 -�STM CO3 0,026 0.900 0.02 0.00 002 - 0.02 --- 0.02 002 r, GO - 5.88 594 6.10 z - 10 10 10 5.04 6.40 6.39 6.34 - 1.00 1.00 1.00 1.00 0.12 - 015 0.15 O.15 553.9*2 550.57 550.22 9-49 67 550.32 549.59 8-92 IS 2,36 12.46 31.42 -'70.020 6020 0.020 0,020 6 6 6 6 0.012 0.012 0.012 0 U6 0.86 0.86 O86 4 Sa 3.30 3.30 3.30 20 2.0 2.0 2.0 200 20.0 20.0 200 083 0'G6 0.16 015 lot Ole 11' --STM CO2 S--Nll C-03 5 TM- C 0-4 STPA 16 IWO 000 5TMC04 End Dewberry, PROJECT: UVAFTe.nis Courts COUNTY: Albemarle County LO-347 DATE: Febwl'y' 2020 ENGINEER; Dewberry fnglneers Inc. JUNCTION LOSS h11etff OU Final H of VVaterX Inlet Station Drel " - -Fnii H; 05 H V011- V, vp oo .H. CL F�1Q (1) (2) (3) (6)) p (7) (8) (9) (10) 111) 661'. (12) 1 oa. 113) 1 (14) (15) (16) 1 (17) 777-7,7.7 777777 STM C04 STM CO3 STM CO2 SLOT 16 551.636 551.876 552.115 552.319 6 6 6 6 0.15 0.15 OA5 012 23.7a 31.42 12A6 162.36 0.062 0.062 0.062 0.000 0.02 0.02 0.01 0.00 3.30 3.30 3a30 3.Q8 0.04 0.04 0.04 0.04 0.15 0.15 0.12 0.00 3.30 3.30 3.08 0.00 0.49 0.49 0.36 O.Go 0.17 0.17 0.15 0.00 0.06 0.06 0.05 0.00 90 90 90 0 0.12 0.12 0.10 0.00 0.22 U.22 0.20 0.04 N.A. N.A. N.A. 0.06 N.A. N.A. N.A. N.A. 0.24 0.24 0.20 0.00 551,38 552.11 552.32 552.32 555.67 555,67 555.00 55100 OX)o 0.00 0,00 0.12 N N N STM C06 SLOT 6 551.lY18 6 6 0.15 OA2 17.46 162.32 0.000 0.038 0,00 0,06 3.30 3.08 0.04 0.04 0.12 0.00 3.03 0.00 0.36 0.00 0.15 0.00 0.05 0.00 3 86 0.01 0.00 0.10 0.04 MA, 0.06 N.A. N.A. 0.00 0.12 551.85 554.04 555.00 554,SO 0100 0- N ROOF US 554.273 6 0.11 6'35 OU33 0100 3.02 0.04 0.00 0.00 0.00 0.00 0.00 90 0.00 0.04 0.06 N,A. 0.06 554.33 554.SU 0.11 N STM COI STM 38 562.192 562.775 6 6 0,06 0.06 24.15 29.75 O.Q(X) 0=0 0.00 0.00 2.53 2.53 0.02 0.03 0,06 0a00 2.53 0.00 GAS 0.00 0.10 0.00 0.03 0.00 90 90 0.00 0.00 O.W 0.03 N.A. 0.04 N.A. N.A. 0.00 0.04 562.19 56T06 566.97 567.64 0.00 0.06 N N STM 35 Sim 34 STM 33 STM 32 516.300 519.497 520.879 528.570 42 42 42 36 21.76 21.76 21.76 21.76 7.5.15 55.62 241.31 8S.64 0.047 0,047 0.000 O.IU7 0.01 0,03 0.00 0.09 5.99 9.44 13.63 9.81 0.14 0.35 (L72 0,15 21.76 21.76 21.76 0.00 9.44 13.63 9.31 O-W 205.41 296,48 213,43 0.00 1.38 2.$S 1.119 0.00 0.48 1.01 0.52 0.00 37 0 0 4U 0.56 0.00 0.00 0.00 1.19 1.36 1.24 0.45 N.A. N.A, N.A. NA. N.A. N.A. N.A. N.A. 1.20 1.38 0.00 O.A 519.50 520.88 520.88 529.11 521.60 522.26 538.57 531.25 0.00 0.00 0.00 1.26 N N N N SIM 45 Sim 46 558.260 5573.540 15 15 2.12 1.12 1921 107.33 0. 1 093 00W 0.02 0.00 4.89 4.27 0.09 0.08 1.12 0.00 4.27 0.00 4.79 0.00 0.26 0.00 GAG U.00 0 0 U.00 0.00 0.19 0.08 0.25 0.11 N.A. N.A. 0.27 0.00 558.53 556.54 561.70 553.00 1.02 1.12 N N SIM 4a Sim 49 562.190 567.680 15 15 I'W 1. (y) 43e02 69.86 00,214 0.000 0.01 0.00 4.01 4.15 0f)6 0.08 1.0 UX10 4.15 aw 4.52 0.14 0.27 0.1)0 0.09 0.00 45 0 0.12 0.00 028 0.08 N.A. 0.10 N.A. N.A. 0.29 0.00 562,48 567.63 566.39 561.14 0.00 1.09 N iTM43 STM 44 SIM 47 SIM so SIM 51 STM 52 STM 53 550.6w 557.450 558.740 567.710 563.240 563.500 564.380 15 15 15 15 15 15 15 4.92 4.47 2.51 0.53 0.53 0.31 0109 116.59 37.02 72.00 59.88 210.06 9264 99-19 O'COO 0.413 OAJI 0.(106 0.0UG 0-0O2 0ar7Go 0.00 0.15 0.09 0.00 0.00 0.00 0.00 10.87 5.99 4.99 3.01 3.17 2.64 2.26 0.46 0.14 0.10 0.011 0.04 0.03 0.02 4A7 2.51 0.53 0.53 0.31 U.09 0.00 5.99 4'99 3-01. 3.17 2.64 2.26 0.00 26.72 12.56 1.59 1.67 0.82 0.20 0.00 0.56 0.39 0.14 0.16 0.11 0.08 0.00 0.70 0.14 0.0.5 0.05 0.04 0.03 0.00 45 90 45 45 45 0 a 0.00 0.27 0,07 0.07 0.0. 0.00 0.00 0.65 0.55 0.21 0.16 0.13 0.05 0.02 NA. NA. 0.28 N.A. 0.17 0.07 0.03 N.A. N.A N.A. N.& N.A. N.A, N,A, 0.00 0.70 0.37 0.17 0.17 0.071 0.03 550.60 558.15 559.11 562.83 563.41 563.57 564.95 558.97 561-36 566.74 567.03 569.13 569.75 569.46 0.47 O.W 0.99 0.00 0.23 0.23 0.09 N it N N N N N 5TM 18 5TM 42 5TM 41 590,367 550,924 5.51.580 15 12 12 2.63 2G3 1.55 30.46 75-80 76.80 0.143 0.470 0.163 0.W 0.36 0.13 4.6.3 6.38 3.58 0.03 0.16 0.06 ?.Q 1.55 0.00 G3 8 3-58 0.00 16.77 5.54 0.00 0163 0.20 0.00 0.22 0.07 0.00 28 0 0 0.21 0.00 0.00 0-51 0.23 0.06 N 11. 0.30 0.08 N.A. N.A. N.A, 0.56 0.66 0.20 550.92 553.53 551.78 553.50 553.50 553.50 0.00 1.10 1.55 N STM 39 STM 40 550.700 551.390 12 12 3.05 1.55 76.80 76180 0.633 0.163 0.49 0.13 4.74 3.58 0.09 0.06 1.55 0.00 3.58 0.00 5.54 0.00 0.20 0.00 0.07 0.00 0 0 0.00 0.00 0.16 0.06 0.20 0.08 N.A. N.A. 0a(59 0.20 551.39 551.59 554.17 554.17 1.53 1.55 N N STM 08 547.502 i5 1.19 28.96 0,029 0.01 3.92 0.07 0.00 0.00 0.00 0.00 0.00 24 0.00 0.07 0.09 N.A. 0.10 547.60 548.89 1.19 N ROOF I SGO.m 6 QAI 8.00 0,470 0.04 2.76 0.04 0.00 G.Go 0.00 0.00 0.00 43 0100 0.04 0.05 NJIL 0.08 560.27 567,73 0.41 N ROOF 2 563.400 6 0.42 14.a6 0,000 (TOO 11.02 0.08 0.00 0.00 0.00 0.00 0.00 57 0.00 0.08 0.10 N.A. 0.00 563.110 567.57 0.42 N SIM 11 Sim 37 Sim 10 STM 09 STM 07 STM CC 5VA 05 STM 04 STM 03 STM 02 STM 01 543.790 544.422 544.795 545.304 $47.502 550.030 551.842 553.402 56Gr830 561.610 562,090 24 24 24 18 15 15 15 15 15 15 1.5 8,56 7477 7.77 6.79 6.7i 335 3.59 3.35 238 1.74 0.91 170.01 14171 71.83 3534 33.02 143.08 35.00 73.50 97.66 57.49 73.63 0.123 0.101 0.101 0.360 0,932 0.306 0.266 0,232 0.117 0.062 0,017 0.21 0.01 0107 G. 13 0.31 0.411 U.09 0.17 0111 0.04 0.01 6.15 4.65 4.69 7.57 17.38 5.61 9.W 13.19 4.53 4.06 3.46 0'15 0.08 0.09 0.22 1117 0.12 0.39 0.68 0108 0.06 0.06 7.77 7.77 6.79 6.71 3.85 3.59 3.35 2.36 1.74 0.91 0.00 4.65 4.69 7.57 17.38 5.61 9.97 13.19 4.53 4.08 3.46 U.00 36.13 3G.45 51.37 116.65 21.56 3S.80 44.20 10.77 7.08 3.15 0.00 0.34 0.1t 0.89 4.69 0.49 1.54 230 032 0.26 U. 39 0.00 0.12 0.12 0.31 1.64 0.17 0.54 0.95 0.11 0.09 0.07 0.00 46 43 56 48 78 45 4 89 11 67 6 0.16 0.15 0.48 2.28 0.32 0.72 0.13 DZI 0.04 0.IJ 0.00 0.42 0.36 0.87 4.14 1.66 1.38 1.46 1.01 U'21 G.24 0.06 N.A. N,A. N.A. N.A. N.A. N.A. N.A. N.k 0.27 N.A. 0,07 N.A. N.A. 0.44 2.07 N.A. N.A. NA. NA. NA. N A. N A. 0,63 0.37 0.51 2,20 1,97 1182 1.55 1.18 0.38 0.1.8 0.0 5411.42 544.80 545.30 547,50 549,47 551.85 553.110 560.02 561,21 561.89 562.18 549.54 548,25 547,28 548.95 554G0 554,73 555.75 567.50 566.50 566.90 566,75 0.88 0.00 0.99 0.00 0.25 OGG 0.25 OV 0.66 033 0.91 N N Y Y N N N N N N N SIM CO10 SLOT 13 .561,500 561.925 12 12 2.04 1.56 .10.00 35.90 0.2S2 0.165 0.08 0G6 4.28 4.07 0.07 U.0a 1.56 0.00 4.07 0.00 GA4 0.00 0.26 0.00 0,09 0-00 90 3 0.16 0.00 0.34 0.08 N.A. 0.10 NA. N.A. 0.43 0.1E 561.93 562-09 567.00 56424 0.00 1.56 N N STM 30 STM 29 5TM 28 STM 17 S-Ttli 16 STM 14 STM 13 STM 12 539.000 543,2100 547,920 49.450 550.367 551.G38 558.880 560-440 30 30 24 18 15 15 1S 15 20�56 2056 12.93 12.28 4.45 3.85 33D 0.43 59.32 11.00 163166 3831 123.19 73.46 94.43 107-28 0.216 0.216 0.281 1.178 0,409 0.306 0.283 0.0017 0.13 0.02 0.46 0.45 0.50 0.22 0.27 0.00 12.71 12105 7.45 8.75 6.23 13.63 6.82 4.17 0.63 0.56 0.22 0.30 0.11 0.72 0.18 0.08 20.56 12.93 12.28 4.45 3.85 3.70 0.43 0.00 12.05 7.45 8.75 6.23 13.63 6.92 4.17 U.G0 247.80 96.29 107.54 27.74 52.43 25.22 1.80 O.W 2.26 0.$G 1119 0.60 2.88 0.72 0.27 0100 0.79 0.30 0.42 0.21. 1.01 0.25 0.09 0.00 0 ?R 90 90 10 6 90 0.00 028 0.83 CA2 0.37 0.05 0119 0.00 1.42 1.15 IAG 0.93 1.53 1.03 DAG 0.08 N.A. N.A. NA. N.A. N.A. N.A. 0.60 (),It N.A. O.W 0,73 0-47 0.77 N.A. N.A. N.A. 1.54 0.59 1.19 0.92 1.27 1.25 0.87 0.11 540.54 543-79 549.11 550.37 551.64 558.13 .559.91 561.96 550.4Z 551.44 553'%! 552.80 553.63 566.75 56G.70 566.30 0.00 0.19 2.08 0.47 0.18 1110 0.43 N Y Y Y IN N 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 - 56710 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 STM 11 DI-38 12 548.87 6.27 542.60 STM 12 DI-1 - 566.30 5.51 561.79 STM 13 DI-1 - 566.70 7.66 - 559,34 STM 14 DI-1A - 566.75 8.97 - 557.78 STM 16 DI-1 - 553.63 3.40 550.23 STM 17 D1-1 - 552.80 4.00 548.80 STM 18 MH-1 - 553.50 4.39 549.11 STM 28 DI-313 12 553.92 6.21 547.71 STM 29 DI-31313 12 551.44 10.08 541.36 --538.57 STM 30 MH-1 5Wm-1 (6011) - 550.42 531.75 11.85 7.17 527.46 Height includes concrete to fill SWIVI drainage structure to invert of outlet pipe. STM 32 STM 33 MH-1 - 538.58 12.50 526.07 STM 34 MH-1 - 52236 6.28 516,48 STM 35 MH-1 - 522.10 6.50 515.60 STM 37 MH-1 - 548.75 6.00 542.7 STM 38 Area drain - 566.97 4.00 562.97 STM 39 Area drain - 553.50 3.05 550.45 STM 40 Area drain - 553.50 2.57 550.93 STM 41 Area drain - 553.50 2.56 550.94 STM 42 Area drain - 553.50 3.04 550.46 STM 43 DI-1 - 558.97 4.15 554.82 STM 44 MH-1 - 561.86 5.05 556.8 STM 45 DI-1 - 561.70 4.26 557.44 STM 46 DI-1 - 562.89 4.27 558.62 STM 47 DI-1 - 566.07 7.70 558.37 STM 48 MH-1 - 566.89 5.31 561.58 1 STM 49 DI-1 - 567.14 4.76 - 562.38 STM 50 MH-1 - 567.53 5.39 562,14 STM 51 DI-1 - 568.46 6.05 1 562.41 STM 52 DI-1 - 569.08 5.80 - 563.28 STM 53 DI-1 - 569.46 4.60 564.86 INLET LL U. z 0 LL W 0 t7 .2 U) U, 'a 0 LL U- REMARKS U.1 LU Lufd 0) U) Or Q) 2 W 0 IX -01 .................................. I ---------------------- DI-1 ----- ................ NIA ... .......... ............... 0.361 ........... 0.41 ............. 0.15 ........ 4 -0-59 ... ..... 0 ---- 0 -...0.-....0.22..... -- ........... -.0...5.9 --- 0.22 614 ............ ---- 0-000. ... 0.000 - - --------- * -- ' 0.000 .... .666 --- 6. ..... 0,040 ........ 0.010 --- --------------- 0.030 ........ .......... ---- 0.000 2.27 ------------ 1.98 ........ 2.50 ---- --.0 .... 0 ----------- 0 ...... .... 0 ..... Q--- 0 ---------- .... 0 0 ...... N.1-A- .... NIA ....... ...... ------------- NIA ................ NIA .. �0,59- 0.22 ... -- - ... 0.44 0.32 -NIA....0-11- N/A -------- NIA... NIA .......... N/A 0.01) 0.00 0.00 ..... .................. .......................................... ...... ......................... .......... ----------------- ........... ............. ................ 2 DI-1 NIA 0.077 0.71 0.05 4 0.22 0.44 --- ............. 3 D-1-1 NIA 0.169 0.65 0.11 4 . . 4 DI-1 0.100 0.79 0 0.08 4 --------- 0.32 ---- 0 0.32 --------------------------------- 5 ---- ............. DI-1 --------NIA..-----.. N/A ................ ---- ---- ---------- 0.070 -- 0. 6- .... 0.61 ........ 0.04 4 0.17 0 0.17 0.000 0,060 1.56 0 0 N/A 0.17 NIA 0.00 ............... 0,409 ....... .... 0.60 ......... 0,24 ...... 4 0.98 0 0.98 0,74 0.010 ......... . ... --0-000. ... 0.010 0.010 .......... 0.010...- ..... 0,01.0 ....... 0.020 7,02 7:02 -9:9.7 ... 6.81 2 ......... - 0 .... 0 0.285 -- ....... . 0 ... 0 0-06 ......... - .......... ...... N/A.- .... NIA 0.98 0 ....... .. -0.83 ... 0.74 0 ...... ... NIA.. 0 0.21 . - ....... -0.09.. 0.12 . ........ ........ .............. ....... ............ - ................... ....................... --- ................. ........... I ....................... a ...................... DI-3B .... .................. 8 ..................... 10 DI-3C 10 0.283 -67 0.73 0,21 4 ---.0.83 ... 0.74 .... 0 11_------------- DI-313 12 (�, 2- 9�69 4 0.26 0 0.26 0.000 0.140 1.25 0 0 NIA 0.26 NIA U5 ---------------------------------- '12 --------- ............ DI-1 ...................... NIA ..................... ... ....... 0.155 .. .. 0.43 ....... 0.07 ........ 4 ..... 0.380...0.50.7.}..... .. . .. ............. 0.20 ........ 4 0.62 0 --------- 0,82 ------------ 0.000 ------------------- U110 .......... ...... 3.46 .... ........ 0 ........... 0 ........... ....... N/A - ... . ............. 0.62 ........... NIA 0.03 ------- ............ ---------------------------------------------------------------- -------------------- ------ ------- 13 ----------------- ... -- DI-1 ------------------ ... WA ..................... ----------- ------------------ 14 ---------------------- DI-1A --- ------------------ NIA --------------------- -----. 0,10 69 0.42 .. I -------- 0.03 - --------- 4 ........... 0.12 0 0.12 -- ------ 6.30 0.000 .... ........... 0.000 0.090 ................... 0.070 1.32 ............ 1.47 0 ...... .... 0 0 ........... 0 NIA -- ................... N/A --- 0,12 --- 0.30 -- �N/A.. -N/A --0.00 -- 0.00 ------------------------------------- ---------------------------------- 16 DI-1 NIA 0.147 0.51 0.07 4 0.30 - 0 17 DIA J�I-A 0,819 0,48 0.39 4 _F67- 0 1.57 0.000 0. 210 2.27 0 0 N/A 1.57 --- NIA 0.46 ............... 0.1.6.6 . I --------- 0,79 -- --------- 003 -------- 4---. ... ..... 0 .... ... 0,52 -- ----- Q.,Q-2-6 .......... 0.9-1.0 ..... ... 7.88--- -.9 ----- ----- 0 ----- ---------- 0 ......... .... Q...5.2 - -9...0.6 .............. I ------------------------------------------------------- ---------------------------------- 28 ----------------- .... Dl--3.B ... .................. 12 ..................... I --------------- ........... 29 ....... ...... DI-36B .......... ......... 12 ................ -------- --- -- .. 0.80 ... ... 0.15 4 -- 0.60 ........ ... 0.04 ............ 0 ........... 0 . .-0.60....--0.....- 0.04 ................. 010 0.000 ............. 0,020 ........ ------ 0.005 ........... 0.060 6.86 ------------- 0.17 0.17 0 ----------- 0 0 0 -- -------- 0 6 - 0 -------------------- .. ............ NIA N/A 0.60 -------------------------------------- 0.04 ............. 0.93 --- 0 NIA ........... N/A 0111 ........... 0.00 0.04 ------------........................................................... .......................................... .............................. 38 Area drain NIA 0.010 -6-25 0.90 0.01 4 . . 39 Area drain NIA 9 0.90 0.23 4 0.93 0 0.93 1 0-900 ... ........ 0.90 I ............ 0.23 ........ -- 4 0.93 0 ........... 0.93 ........ -- 0.000 ------------------ 0.060 ------ - ....... -- 0.17 ----- ....... 0 ..... ----- 0 -- ........ NIA .................... 0.93 ............. N/A ----------- 0.04 ----------- ...... ................... -------------------------------------- ................................... 40 ... I .................. Area.------.- drain .......NIA....... NIA .................... -- ...... ... 0.259 .............. ........... 41 I-- --- '- Area drain ..... - .............. N/A ....... ..... ......... 0.259 ..... . - 0.90 - -- .... .... 0.23 - ... - 4 - - ......... 0.93 ------------- 0.67 0 ------- --- 0 0.93 ------------ 0.67 0.000 ------------------ 0,000 - 0.060 ------------------ 0,060 - -- 0.17 ------------- 0.17 -3-0- 0 ----------- 0 0 - --------- 0 N/A -------------------- NIA Q.93 -- ........................... 0.67 N/A NIA 0.04 ........ 0.00 --- ------------------------------------------------------------------ 42 Area drain NIA 0.187 0.90 0.17 4 43 NIIA 14-6 -0.79 -- -6 12 4 0 4-6 0,000 0.140 - 0 NIA (�.46 0.06 0.62 ................ 0 ...................... - 0.62 0.000 .......... ....... - 0.070 .............................. 2.23 . 0 ............ 0 .... ..... N/A ..................... 0.62 ..... ....... NIA ......... - 0.13 -- ....... ............. -------- ---------------------------------------------- - ........... - 4 5 ......... ..... ..... - Dl- . I -........-.NIA. NA ... ...................... ... 0 . 2 . 1 - 5 ..- 0 - . 7 - 3 - - 0 .. I . 0 - -.- 4 - .............. .............. ....... DI-1 ......................................... NIA .............. 0.228 .. ....... 0.74 ............. 0.17 ........... 4 0.68 0 ... ------- 0.68 ------ ----- 0.000 ---------- ------- 0.020 --------------- - 4.49 ... 0 ........... 0 .... ------ N/A --------------- .... 0.68 ............. N/A ........... 0.09 ....... -- ----------------- ----------------------- ...................... ............................. ..... 47 ..... 01-1 ........... ........ N/A .. ........ .......... -- ..... ---- 0.183 -- ........ 0.88 ... --- ... 0.16 ....... . 4 ............. 0.64 - --- 0 ----- 0 ---- 0.64 --- O'M -- 0.000 ----- 6.00,0 --- - 0.020 ----- GJOVO ----- 4.21 --- 2.20 --- 0 ----- 6 0 6 NIA 0.64 ------------- 0.66 N/A ------- NJA O:08 0.15 ---- ------- .............. ----------------------- ..... 49 49 DI-11 N-/A- 0.182 0.90 0.16 4 0-.-66 51 DI-1 NIA NIA 0 06-4 - 6 0,5 U4 4 --6-14 ----6000 0 0.14 6 240 1.25 ---- o 0 NIA 0.14 NIA 0.18 0,14 0 0.14 0.000 ot?jp .... ... -- ----- 0 0 ------ N/A ------ --- *' --- 0.14 N/A _0:14 i --------- ---------------------------- -------------------------- .......... ........ ........... 52 ..... .... i --- - .... D-1 1-- .... .. N ..... ........... ...... .. .060 ...... I .... 0.58 ... - ...... 0.03 ......... 4 ...... ............. 53 ---- bi-i ....... ........ WA ....... ..... . ............ ... ..... ............. 0.01 ... ....... 4 ........ 0.05 0 0.05 0.000 0.210 1.25 0 J44K 6'65 A 6.14 lift 1mv Dewberry )ewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 904.290.7957 Fax: 804.290.7928 www.dewberry.com 0 O (2) Z po �> �� �H 17- q U 0 SCALE 14/22/20 ACO REVISION 2 12/07/20 ACID REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description APPROVED BY CHECKED BY ACO FQP FQP STORM SEWER CALCULATIONS DE1 PROJECT' NO: 50100451 ��C6.07 il I 2 3 4 5 Dewberryo E 0 rA 0 UVA TENNIS FACILITY FIRE FLOW HYDRAULIC MODEL Dewberry', 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 (0=130) • Elevations were assigned using project topographical survey and proposed contours WaterCAQ model was based upon proposed alignments System demands were used from previous models done for the UVA Squash and Golf Facility water that there will be no demand at the proposed 1613 and 1610. It was assumed e models for project number P P P 1 Tennis facility 9 acilit during a fire event. hed t determine static pressure and one hydrant was tested see attar o a As previously mentioned, ( ) P P YY o the test a calculated flow r' simulated fire flow event. Based on the results f residual pressure during a P 9 1 a urn PMP-5 to simulate Upstream and input into the mode as versus pressure curve was developed P P P( ) P P 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 an 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 t: Available Instantaneous Fire Flow 9 :l 60 'r Ju •`v ze un;nsi: Attachments: Dewberry 1.Attachment A — ACSA Hydrant Flow Test Report, June 3, 2015 2. Attachment B -- Hydrant Flow Test Simulated Pump Curve 3.Attachment C — WaterCAQ Model Map CC; :femtn nr3a.. 1 3 of 2 MEMORANDUM u.e-M-'.' 'off"11.. # ;?of;! ATTACHMENT A - ACSA HYDRANT FLOW TEST REPORT, JUNE 37 2015 �,..� s I srt ....................... . .................... . ................. .. . ............................ ................ :.::.::.::.;.:.::.::.:.....:.::.::::.: :.:.......... .....:..::::...:.....:::::.: 6 ATTACHMENT B - HYDRANT TEST CALCULATED FLOW VERSUS PRESSURE CURVE A 1 Et 1 G 1 A E f, G li. 4 - K 1 jPewberry? FIRE HYDRANT FIRE FLOW TEST 3 _ _ 5 Date Time 11:00 weather 6 7 FlusheriTester Temperature T J IC. Q. to Flov7 Hydrant 125791 Gage (teat) Hydrant 10143 it Diameter inches Static 76 psi 7 _2.5 coeiflcient 0.75 Residual 64 psi 13 Pilot 37 psi 14 Flovrat.Residual 'Pressure . 851 gpm Flow available at 2Qpsi residual. 19554 gpm. i5 Mirlsiflowed 2 water Used 227 cubicfeet 17 able. il - Fire Flow Available 300010 ,'•:.!Giiiiii.;,!.!.'•:%ii:%ii is%i:%%Si;%;::; ;::;;:%;:%;:::x;%%,,;,,:.;. •:: /.:. ;:.:i'•::�%:%:%%:' %iii 4-/.: •:. . 2f .50U.0 ...:...... 2P'0.0 ...•>i•:'-' �i:Fi'F.•i!'•ii:•i?::•?iii: i::•i::•::%iiii;..... . a 4.`•x. ::f:: .::::: .: .:: !::•`:::•%•»%!!•:::::::!iii:.%.;•:.::•;;:;;;;;;;;>:;%:.;: 23 .............. :: ... . :..:.����;;'�:<.<.:�:•,">;:<�::�:?�>>�%`•.�'>" #`? Via'%` rrs5=:fs»>is%'/:•sS's''s�»»»s»s' 't,'«%;>„»>s»: 25276 :a.:=6r?=;::isr::,::::::r.:.::::.::::.:;?.;:•-r4::::'=?�4r6%-.=%?•:'=r.:-na;;a.... __ _ _ _ _??::::.::.::::.::.:::;-:::::-:.: �.:a.:..%max;:?-:.: <: :o. .y.,. ...... r.......................:......................:..............: .::.•.W. ti:xx+�:<Y,.,.; i:�%�-i:!-i: iii'f%:i%:l%il%i:�:%iii:' :;;:�!� i:::!; -,.f•; f•; f•; f-::::..-.:.; . r.• •. •i:4:•i:•:•i:•i:•::•::?i:?ii:•iiii:•i:!•iiih:: ii:•::•i:•iii:•ii:: i::!:'.�ii:i iii! i%•iiii:%::i�;:%::%:%:%:%iii:%%: ,. - oA 1(0 .. 20.0 30.0 40.0 60..0 60:0 70.0-. so.0 Residual Pressure (psi) 30 9t Pilot Chart Flow Available at Residual Pressure 32 Pit.... 91)m Psi __. 9PIn 01 9Pm. .... V51 9pt1: FSi_ 6P+0 33 1 140 26 740 55 1037 7 - 0 20 19s4 34 2 198 29 7:v 56 11M 74 323 18 1992 '35 3 242 30 766 57 lt)56 72 470 1r, 2026 3ti 4 280 31 779 58 ices 70 585 14 2065 3Y _...5,. 313 3?.._. 787... _59._ ._10'!$ ....._..68 Oa3...... .1y:...... 1.160.... 38 6 343 33 803 60 1083 66 771 10, 2135 39 7 370 34 815 61 1482 64 051 6 2170 40 8 395 35 627 tit 1101 62 924 0 2204- 41 9 4t914. 5 839 63 1.11.0 60 99s 4 2238 42 10 4427 851 64 1119 58 1089 2 2272 43 11 484 8: 852 65 1127 56 1121 0 2505 44 12 4849.. 873 66 Mr, 54 _ 1180 - 884 6� ..: 1146 :...::...92 1237.:... ... 14 623 895 66 1153 50 1291 15 542 2 906 69 1161 48, 134 - 46 10 558 43 911 70 11'70 46. 1393 49 17 577 .44 926 71 1.17.1 44 4445 50 18 693 :45 938 7: 1186 42 1493 51 1A 009 46 946 n 1195 40 1539 52 20 ri25 47 959 74 1203 38 1585 53 __21. 641 __ .__. 969._. _.75 1211 .._M 1629.... 54 22 871 _•K 49 ,. 979 78 1227 _:.� 32 1716 - - 55 2S 57t s0. 988 77 1227 32: ttt6 - s6 24 685 51 099 78 1235 30 1757 - 57 2s 659 62 104, 79 1243 26 1798 58 26 713 '.5?. 1:118 80 1251 2ri 1P.38 59 2-1 727 54 1026 81 12s8 24. 1877 60 28 740 55 1037 82. 1265 22 19113 ATTACHMENT C - WATERCAD MODEL MAP 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 r l V1 V1 M—i KEY PLAN SCALE REVISIONS 4/22/20 ACO REVISION 2 2/07/20 ACO REVISION 1 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE FIRE FLOW HYDRAULIC MODEL DEI PROJECT NO: 50100451 SHEET NO. v C7,001 Lt�� ZD PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECO.M Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER TITLE PLANTING PLAN PHASE 1 SHEET NUMBER Ll PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING SCHEDULE P HAS E 1 SHEET NUMBER L2 00 z 7D NOTES 1. PLEASE SEE PLANTING SCHEDULE AND OTHER PLANTING INFORMATION ON SHEET L2. 2. DO NOT INSTALL ANY TREES WITHIN 10'-0" OF SANITARY STORM SEWER (SSWR) LINE. 3. FINISH GRADE IS TO BE 1" BELOW TOP OF PAVEMENT AT PLANTING BEDS; TAPER MULCH TO MEET FLUSH AT EDGE OF PAVING. 4. GROUND COVER AREAS NOT DESIGNATED AS MEADOW SHALL BE LAWN. 5. PROVIDE APPROX. 3' MOW STRIP OF LAWN ADJACENT TO PATHS AND OTHER PAVED AREAS. PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING SCHEDULE P HAS E 2 SHEET NUMBER L4 4NA ' n J'wo lY q q p G7 ,♦ PREVAILING WINDS O 0 b q q LESS THAN 3" CALIPER TREE q o Q P TREE SUPPORT SYSTEM (2) 2" X 2" HARDWOOD STAKES WITH SOFT WOVEN q d POLYPROPYLENE TIES. USE SECURED Y q o 4 SLIPKNOT TO FORM LOOP 6"-8" 0 LARGER c1 q THAN TRUNK. o p q b b CJ o`a SET TRUNK FLARE ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 2" MULCH, DO NOT COVER TRUNK FLARE REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE PROVIDE T4' HEIGHT SAUCER FINISH GRADE PLANTING SOIL MIX :... _ SCARIFY EXCAVATION _ _ —1 I II II EXTEND STAKES INTO FIRM BEARING IL Gso 3X ROOT BALL WIDTH TREE PLANTING --STAKING SCALE 1/2" = 1'-0" 2" MULCH - FORM INTO SAUCER AROUND EACH PLANT PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED I- '- F/ :f -, II- -I— II,;,III,;,III, SHRUB PLANTING SCALE 1/2" = V-0" FINISH GRADE J J rn UPHILL ~o SIDE wo x m �b P 2" MULCH, D&NOT COVER TRUNK FLARE PLANTING SOIL MIX FINISH GRADE TREE PLANTING --ON SLOPE SCALE 1/2" = 1'-0" 1 lip 1/2 ROOT BALL (BOTH SIDES) DOWNHILL SIDE ROOT BALL LIMIT OF EXCAVATION TREE SUPPORT SYSTEM FOR SLOPES STEEPER THAN 3:1 (3) GUYING STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 LARGER THAN TRUNK. ALLOW SWAY IN TIES. SECURE JUST ABOVE LOWEST, STOUTEST BRANCH. INSTALL (2) STAKES ON UPHILL SIDE OF TREE. REFER TREE PLANTING DETAIL -STAKING FOR TREES ON SLOPES BETWEEN 5:1 AND 3:1. SET TRUNK FLARE 2" ABOVE SURROUNDING FINISH GRADE PROVIDE T'4' HEIGHT SAUCER REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE SCARIFY EXCAVATION PROVIDE 2"-3" HEIGHT SAUCER 2" MULCH CONTINUOUS -' i �—III I —I I— I E, �: •:� ''—III=1 I I—� � �—; i -1 I I —I .�.. �-r .:><, �� >:• ,. -1 - -'' =I I I\Li I I- I i NOTE: POCKET PLANT ON SLOPES STEEPER THAN 3:1. PLANTING SOIL MIX AND PLANTING BED CONTINUOUS BETWEEN PLANTS ON SLOPES AT 3:1 OR LESS. SHRUB PLANTING --ON SLOPE r. SCALE 1/2" = V-0" PLANTING SOIL MIX SCARIFY EXCAVATION FINISH GRADE TREE SUPPORT SYSTEM (3) GUYING STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 LARGER THAN TRUNK. ALLOW SWAY IN TIES. SET TRUNK FLARE ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 2" MULCH, DO NOT COVER TRUNK FLARE REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE SURVEYOR'S FLAG, AS NECESSARY PROVIDE 3"4" HEIGHT SAUCER FINISH GRADE STAKE IN UNDISTURBED SOIL, 8" MINIMUM BEYOND EXCAVATION PLANTING SOIL MIX SCARIFY EXCAVATION NOTE: FLAGGING IS ENCOURAGED NEAR PEDESTRIAN AREAS, PAVED OR UNPAVED. OBTAIN OWNER REPRESENTATIVE'S APPROVAL FOR FLAGGING LOCATIONS. MULTISTEM TREE PLANTING SCALE 1/2" = 1'-0" —III— '._ t r i J ��r�• ,C } I — ::: T•. •III I I ,t t _I _ II- I I— I —I —III — NOTE: INSTALL PLANTS EQUAL DISTANCE APART UNLESS OTHERWISE NOTED ON PLANS. ORNAMENTAL GRASSES SCALE 1" = V-0" 2" MULCH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. FINISH GRADE (� I I �-- PLANTING SOIL MIX _ CONTINUOUS THROUGHOUT PLANTING BED PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION NOV. 4, 2919 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING DETAILS PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 4, 2010 SITE PLAN AMENDMENT PROJECT NUMBER TITLE LANDSCAPE DETAILS SHEET NUMBER �-"' U11;17ao I pF &MAI in V "r 11 WOW "d. lot W "M '.MsM:ai IN -M so lot is FA 1 11 12 0.2 12 12 12 13 12 12 12 12 12 12 11 12 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I.a b.9 b,9 1, 1.5 LF ` 7 b.3 b,i b.o b.o b.o b.o b.o b.a b.a b.a b.a b.a b.a b.a b.a Prepared by: b.o b.o b.o U.0 b.o b.o b.o b. b.o h.o b.o DETENTION b.o b.o POND b.o U.o o U.0 U.o b.o b.o b.o b.o b.o o '' .o b.o b.o o b.o o b.o b.o b.o b.o b.o b.o b,o U.0 b,o b.o b.o b.o b. b.o b. b.o b.0 b.o b.o b.o b,o b.o b.o U.o b.o b.o b,o b.i b.2 ' b.3 I. 1 I.o 1 I.o i.i i 'a b,3 b.i b.o b.o b.o b.o b.o b.o LIGHTING VIRGINIA CENTRAL 4 b.o b.o b.o b.o b.o b.o b.o 40OG-2 Southiake Blvd. b.o b.o b.o b.o b.o b.0 b. U.0 U.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.a b. u b.o o b.o b.o b.o U.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.1 b.z b.z ''+. e 9 b, 1.0 b b.5 b.2 b.i b.a b.o b.a b.o b.0 b.0 b.o b.o b.o b.o b.o b.o b.o Richmond, VA 23236 .o :'b.J Tel: 804-379-7777 b.o 5.o b.o b.o b.o b. b.o b,o U.o b.o b b.o .o b.0 U.0 b.0 b.o b. o h b.o b.o U.o b.o b.o b.o b. b.o b.o U.o b.o b.o b.o b.o b,o b,o b,0 U.o b,o a b.0 b.o b.o b.o b.o b.o b,o b.o b.o b.o b.o b.o b.o b.o b.1 b.i b.s`.. b.7 b., n b.4 b.z b.1 b.o b.0 b.o b.o b.o b.o b.a b.a b.0 b.o b.o b.a b.o www.lightingvirginia.com ,.'b.6 b.o b.o U.o b.o U. b.o b.o b.o o b.o o b.o b.o U.o b. b,o b.o b.o b.o b.0 U.o b.o b.o o b.o b,u b.o b.o b.o b.o b.o b.o b.o b.o b.o o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o U.o U.0 b.0 b, 0.1 b.z''., a r b.5 b.3 b.z b.i b.o b.a b.o b.o b.o b.0 b.o b.a b,o b.o b.a b.o b.o MH = Mounting Height b.0 b.o o b.o b.0 b.o b.o b.o b.o b.0 b.o b.o b.o :` b o b.o b.o b.o b.o h b.o b.0 b,o b.o b.o b.0 b.0 b.0 b.o U.o U.o o b.o b.o b.o U.o U.o b.o b.0 b.o b.o U.0 b.0 b.0 b.o b,o b.o b.0 b,u b.o - a" b.a b.n b.i b.i` b.z b.z b.a U.i b.o b.o b.o b.o b.o b.a b.o b.o b.o b.a b.0 b.o b.a NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL LLC, b.o b.o u b.0 b.0 b o b.o b.o b.o b.o b.o .'.o b.o b.o b.o b. b.o b.o b.o b.o b.o b.o b.o .0 b,o b.o b,o b. a b.o b.0 b.o b.o U.o U.o b.o b.o b.0 b.o b.o b.0 b.o b.o b.o b.o b.o b.o b-' 1.0 b.o b.0 b.a b.a b.i b.i b.i b.i b.a b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS, ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND b.o b.o b.o b.o b.o b.o b.o b.o :o b.o b.o U. .0 b.0 b.o b.o b.o b.o b.o .o b.0 b.o b.o b. .0 b.o b.o b.o b.o b.o b.o b.o b,o b.o b.o b.o b.o 'o b.o b.o b.o b.o b.0 b.o b.o b.a b.a b.o b.o b.o b.o b.o b.a U.o b.o b.o b.o b.o b.0 b.0 ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST MEET DESIGN CRITERIA AND COMPLY WITH ANY " •.., U.o b.o . o _ ........... U.o b.o b.o U.o U.o U.o b.o b.o b.o b.o h.o u b.o b.0 b.o U. b.o b.o b.o b.o b.o b,o b.0 b.o b.o U.o b.0 b.0 b.0 b.o b.a b.o b.0 b.a b.o b.0 b.a b.a b.a b.a b.o b.a b.a b.a b.a APPLICABLE JURISDICTIONAL CODES. 3. PLAN DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS AVISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED b.o b.0 b.o U.o b.o b.0 b.o b.o b.o b.o b.o o b.o b.o b.0 b. b.o b.0 b.o b.o b•o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL PROJECT INFORMATION (CEILING HEIGHTS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. b.o b.o b.0 b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o U.a b.o b.o b.o b.o b.o b.o b.o b.o b.o 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS BY OTHERS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.a b.0 b.o b.o b.o 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. b.o b.a b.o b.o b.a b.a b.a b.a b.a b.a b.a b,0 b.o 6. CHECK GRAPHIC SCALE, DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALE. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o Luminaire Schedule Symbol Qty Label LLF Lum. Lumens JCMANUFACI Description O30 S3 1.000 4769 Beacon Products SLD-24L-55-3K7-3 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.a b.o b.o b.o b.a b.a. b.o b.o b.a b.a eg •;:: Dewberry i 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 I No. I DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE LIGHTING LAYOUT DEI PROJECT NO: 501004151 SFiE 1 NO. LT-101 f Dewberry I I wberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com No. DATE BY Description 2MVN BY 'PROVED BY NECKED BY TLE LIGHTING PRODUCT DATA SHEETS El PROJECT NO: 50100451 T-501 s5 �" I 2 K 4 5 to, --or D e w b e r r yD E C N A Date: Jan 30, 2020 Transmittal Lighting Virginia -Central 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project UVA TENNIS FACILITY Quote# LV - CENTRAL-Q19-29547 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part S3 Beacon Products SLD/24L-5513K7/UNV/3/PEC-120/FTS/ BZT 12' POLE American Lite Pole RNS-•12-40-11-AB-XX-TSP (YX4r' TENON) -AB 18' POLE American Lite Pole RNS-18-40-11-AB- -TSP (YX4" TENON) -AB FF00009 Lightinq Virginia - Central phone 379-7777 fax 804-379-7778 Page 1/1 Page 1/1 Submitted by Ligh ,: �pAhrs LIGHTING VIRGINI . A�Ii ri�v -Central Job Name: UVA TENNIS FACILITY SLIDE Cat.# l Job Type SERIES ARCHITECTURAL AREA LUMINAIRE SPECIFICATIONS Intended Use. Finish: The Beacon Slide luminaire is available with a • IFS polyester powder -coat electro.- choice of different LED Wattage configurations statically applied and thermocured. and optical distributions designed to replace HID • IFS finish co- s66,3 of a five stage lighting up to 40OW MH or HIPS. pretreatment regimen with a polyrner primer sealer and top coated with a Ehertrl'Jset Construction si_io er TGIC polyester pa'ovder coat finish. • The upper portion consists of a shade in a " Th.a finish rneeta the 1-.AMA 2.604 choice of decorative styles, topped by a?rformarice spac:catG:x: which includes decorative cast aluminum cap, and to which passing a 3C(}0 hour salt spray test for the optical assembly is mechanically secured. corrosion resistance and resists cracking or loss of adheslon Per A i lvi 0522 and resists • The electrical chamber/fitter shall be an surface impacts of up to 160 in• l-pounds. aluminum, 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 io UL87(i0 , UL'I1i98 and 1 5� 113-1-i O r ] a :^�`r'�%'2.a_if2 � , io , fi i`) V�JE.t tUc. JOri9 Electrical: • €DA approvod • I00V through 277V, 50 Hz to 60 Hz (UNV) • Power factor is _> 0.90 at full load Warranty: • One piece optical cartridge system consisting of an LED engine, LED lamps, optics, gasket Five year limited warranty (for more information and stainless steel bezel. visit::.rc.r u_ire,t,�t•.a;:s!ry.sar;rc r �i• • Cartridge is held tcgl:lher with internal brass i st:andoits soldered to the board so that it can be field repiaced as a one piece optical, system. • Jimnling drivers are standard, but rnust cent Act factory to request wiring leads for purpose of external dimnlillg controls l, o.ri.,Pe'ectrccf rm arimelt shall contain LED drive! cornponen.S. • A button f-'homceli is available for this fixture. • Hater,: ambient operating temperature -30"C r "C' to 4'J �J. " Surge protection 3 - 20kA • LifeshieldTP4 Circuit - protects luminaire from excessive temperature. The device shall activate at a specific, factory -preset temperature, and progressively reduce power over a finite temperature range. Controls/Options: • A/ailable Min Energeni for oplior tat set dirnrning, timed dimming with simpte deiay, or tined dimrning basecl on time of night (sn • In addition, the Slide can be specified with SiteSyncTm wireless control system for reduction in energy and maintenance cost while optimizing light quality 24/7. See ordering information or visit for more details ,•r" 0 ta,.G:,i..�;atrn;�f�on r'::S.il![�c•�tl';r,•c,. ,,r: t;y.0 CERTIFICATIONS/LISTINGS C US 300ok< and warmer CCTs only Approvals PRODUCT IMAGE(S) DIMENSIONS Flat Top / Flat Shade EPA:1.1 30 lbs Flat Top / Sloped Shade EPA:1.2 31 Ibs �i1i U1. CV Flat Top / Curved Shade EPA:1.2 31 Ibs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 -:«rlF4IFigL'f3i Due to our continued efforts to improve our products, product specifications are subject to change without notice.st t : - © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our viebsite: www.beaconproducts.com • Printed in USA SLD-SPEC JUNE 26, 2018 11 :31 AM Submitted On: Nov 5. 2019 1/3 Index Page Submitted by Ugh LIGHT()N. v1 RIl r k''.:.:.:::::::::: ............. inia-Central Job fume: UVA TENNIS FACILITY ORDERING INFORMATION ORDERING EXAMPLE: SLD/36L-80/5K7/4/UNU/CTS/BBT ----- ---------------- SLD 24L-55 3K7 3 l UNV I_..EC-12qI FTS BZT ENGINE-WATTSi �• F1201 • , OPTIONSr, �• SLR Slide OPTIONS 24L-27 27W, LED array 3K7 3000K, 70 CRI IUNV77V CTS curved shade DB Dark bronze textured 24L-55 55W, LED array 4K7 4000K, 70 CRI PEC-120 button, 120V STS sloped shade BL Black matte textured 36L-80 80W, LED array 51<7 5000K, 70 CRI PEC-208 button, 208V FTS flat shade PS Platinum silver 48L-110 110W, LED array PEC-240 button, 240V WH White textured ' GYS Gray smooth PEC-277 button,277V FR type l BZT Bronze textured 2 type Il CONTROL OPTIONS BHT Basic black textured 3 type III GENT-XXz energeni CC Custom Color (RAL#) 4 type 1V 4W type IV, wide 511 type V, rectangular 5QM type V, square medium 5W type V, round wide To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution. Example: 4L. When ordering Energed, specify the routine setting code (Example GENI-04). See Energeni brochure and instructions for setting table and options. Not available with other wireless control or sensor options Specify group and zone at time of order. See LVsiy£tt0i rlelt :y; I? el, n ,m _✓..1u t:/speyg47 for further details. order at least one SiteSync interface accessory SWUSB or SWTAB, Each option contains SiteSync License, GUi, and Bridge Node. SWPa'4 SiteSync Wireless Pre -Commission Accessories and Services (Ordered Separately) *When ordering with SiteSync, one of the following interface options must be chosen and ordered separately. Each option contains the SiteSync Ucense, GUI and Bridge Node. + If needed, an additional Bridge Node can be ordered. PHOTOMETRICS Type 1Type III Type IV SLD-48L-110-5K7-2 SLD-48L-110-5K7-3 SLD-48L-110-5K7-4 su' eo' oo' 60' i 2001 40 60, 20, 0, 60' 20' 0 AD ; 40` 40, 20' a0' 40' 20' ',✓\\\ �, 60, .., > 20, !,X 40' ; 60' uric ` grip ttoly sly / go' i Type V Square Medium SLD-48L-110-5K7-50M 20'/ � 40' zo' 40 so' Type V Rectangular SLD-48L-110-5K7-5R so' 60, i 20, 0' o 40' : z40' 60' 20' i 80' 40' � � 7fc 5ffi'"' 60 1 / Type V Round Wide SLD-48L-110-5K7-5W ao' 01 40' 60' i 20' 20' i 60, 20 80, 40' Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ::: ` •sitiX�at. Due to our continued efforts to improve our products, product specifications are subject to change without notice. 4uz17s't -- - Q 2017 BEACON PRODUCTS, All Rights Reserved • For mare information visit our website: www,beacenproducts.com • Printed in USA SLIDE SPEC JUNE 26, 2018 11:31 AM SlfhmittPci C)n- Nov 5- 2019 2/3 Index Page Dewberry Engineers Inc. 4905 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone:804.290.7957 Fax: 804.290.7928 www.dewberry.coni O Q H rsZj , O � w Z Z � w El ^ W ►—+ W � CA V1 KEY PLAN SCALE :EVISIONS No. I DATE I BY I Description DRAWN BY APPROVED BY CLiECKED BY TITLE LIGHTING PRODUCT DATA SHEETS DEI PROJECT NO: 50100451 SLIEET NO. LT-502 I 2 3 M R pwomes, 0 istes,iner Dewberry E Fol C W 0 Submitted by Licih LIGHT(NO.' :: VIRGINIA 4amvv.. . inia-Central Job Name: UVA TENNIS FACILITY PERFORMANCE DATA 1 24 i i 1' 350fnA 27W tlf r t{itinominal,1 r r 2 P271"5981 0 1 2798 MRO1 CRQ (3000K nominal,1 2575 93 CRQ : 1 0 1 3 2713 98 1 0 1 2797 101 1 1 0 Ill 2573 93 1 0 1 4 2748 99 0 0 1 2833 102 0 0 1 2606 94 0 0 1 4W 2584 93 1 0 1 2664 96 1 0 1 2451 88 1 0 1 50M 28 61 103 2 0 0 295 0 106 0 2 0 0 2714 98 2 0 0 2833 102 2 0 2 2920 105 2 0 2 2687 97 2 0 2 A2823 5N/ 102 2 0 1 2911 105 2 0 1 7 2678 97 2 0 1 24 55W 5031 5029 91 91 1 1 0 0 1 2 1 5187 5184 94 94 1 1 0 0 1 2 7 4769 7 87 1 0 2 35R 4 09 5 3 93 1 0 2 5250 95 1 0 2 4 3 8 1 88 1 0 2 700rnA 4W 4788 87 1 0 2 4936 1 90 1 0 2 4542 83 1 0 2 50M 5302 96 2 0 1 5466 99 3 0 1 5029 91 2 0 1 5R 5250 95 3 0 J 3 5413 98 3 0 3 4980 91 3 0 3 5W 5232 95 3 0 1 5394 98 3 0 1 4963 90 3 0 1 36 700rnA 80W 2 7547 91 1 0 2 7780 94 1 0 2 7158 86 1 D 2 3 7543 91 1 0 2 7776 94 1 0 2 7154 86 1 0 2 4 7640 92 1 0 2 7876 95 1 0 2 7246 87 1 0 2 -- 4W 7183 1 87 1 1 0 2 7405- 89 1 0 2 6812 82 1 0 2 5QM 7954 96 3 1 1 8200 99 0 1 91 3 0 1 - _ 5R _ 7876 - 95 3 _0 0 3 8119 -98 _3 3 0 3 _7544_ 7470 90 3 0 3 5W 95 3 0_ 2 8092 _97 3 0 2 744_4 _-9543- 90_ 1 3 0 2 ----- 48 --�--- 700rnA -____-- 110W -----2 -- _ _7849_ 10062 --91 - 2 0 2 10373 94 2 0 2 86 1 2 0 2 3 10057 91 1 0 2 10368 94 1 0 2 9539 86 1 0 2 4 10186 92 1 1 0 1 2 10501 95 1 0 3 9661 87 1 0 2 4W 9577 86 1 0 2 9873 89 2 0 2 9083 82 1 0 2 5QM 10605 96 3 0 2 10933 99 3 0 2 10058 91 3 0 2 5R 1 502 0 95 3 0 3 10826 98 3 0 3 9960 90 3 0 3 5W 1 10465 1 94 4 0 2 10789 97 1 4 0 2 1 9926 1 90 4 1 0 2 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, Actual performance may differ as a result of end -user environment and application, ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE I Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 40°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. s f 0°C 320F 1.02 100C 50"F 1.01 200C 680F 1.00 250C 77"F 1.00 300C 860F 0.98 400C 104OF 0.98 Use these factors to determine relative lumen output for average ambient temperatures from 0-40`C (32-1041F). Submitted by Lighting Virginia- Central �13A�ts Job Name: LtGFiTIG UVA TENNIS FACILITY VIRGINIA..:' '4A✓4yPnf �X� o� JrrF%, �,r' t %`' LitePole - .. S: r .: S ;i1 '9 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 a Phone: 800-345-4928I013F ' ts.�sta a, EAIM Due to our continued efforts to improve our products, product specifications are subject to change without notice .�if€f c r Reserved s ' www.heacon rod ts.c m Printed m USA SLIDE JUNE 26 2018 11:31 AM 1 BEACON PRODUCTS. C, S. All Rights Reserved • For more information visit our website: uc o O 2D 7 EA 0 L p 9 Submitted On: Nov 5. 2019 3/3 Index PacgeSub D19 i D32:::: D29 ;�.. D 2 8 D39 D49.... T20 2.3 s" < 4.00" TALL T25 2.85" 0 x 4.00" .f ALL T30 3.50" 0 x 6.00. TAU_. T3.5 _ 4 n r'r .. ) 9 F ,c .J.O;: T L__. TALL OT OPEf•J TcJP TSP SPEC?AL S!ZE _lEN0N: 3"ODX4"H7 ._1.r�_ .i�l(' •: JIB i:.J;_ r ..._.,{i'1 s, r.• .. .>-„�•:L r. ( ,: ..., ...,._. . ....-"I • .... �...<% fir?!�. •.C' .. ia`12S .... �kF:. I PROJECT f`IAJtE: i TYPE _ . _._ -- _ _ _._-- _-- _------- ..-_ - ------------- ----------------------------------- Cat OTE / ORDER No: i 4- ----- ---- ----------- ---- - - ----- -- --- - - - - ----------_----------- : r` ' i 1 i, AFPROIEU 6Y: ; vA E' <�?�sij:. ..it-?:f[ "1:r .15': o;.r:'. :;:•:!k:r;: >2`s.; .till<: "3+. '. �:., .<t.. ,. �45 'ri :i psi : iS i ii s'::: :; 3 ii ii......! :r:i' : `sis' :z................ :;i POLEr LE SHAFT: ^ rc . r . Pole Shari: shall be vveldaie-grode. cold -rolled, corrimercial qu i ity carbon steel �+c' 0" tubintubingcanfc)rrrlinc; to F,SI'PA .._)•.•� Gracie B, 3 r c: Al - ithe base plate is fabricated from a structural quality hot ropes carboy: steel plate that meets OI exceeds ASTM A--36 with a nlinimt.rrr1 yieic:l strength of 36,000 psi. The loose plate telescopes the pole shaft and circ:urriferentiai vvelded top and bottorn E ASE CrOVEF�: ?he ivv•:,-plc:;E: ABS 4;Ir,stic foil base' cover i<3 Standard for al! 11ga poica panted ESL, DB or VA-L Stet;l square two-piece steel i-:_ril base cover standard or-, lea poles and 11g01 painted other than BL, D; or 'AR A.:r,H,DR BOi-.TS: Anchor bolts conform to ASTIv1 ::1554 Grave 55 and are provided with two hex nuts and flat washers, colts have an "I " bend on one end and are golvanized a rnir:imurn of 12" on the threaded end in accordance with AS INJ A-1 3. i fiAi\iDriOLE: A reinforced 3"x5" hand hole i 2x4-" tar- 3.00" poles) ,nil: be installed 18" above he base plate. A hand hole corer' with hardware N;il be included along elith grounding provisions. POLE 1-0F: ach pole will be provided 'firth a welded tog; i 10te and ienc)n or top cap for poles receivin:, drilling for side rnount fixtures. lsl•1: r ? r- f ; rlr - r t< per ',•. i di- r3n' 'rr c'c.c. tt.li� 1e� sYlaii b., coated `,, t . . � ., polyester '� .)t, .1c, .1 p y p p gGIV`.lniled i0 %i`.]tlrl h1J i23 5?)eC!tlaUtlanS. [mi `i^ ... RNS-12-40-11 AB XX ,".ri-A.NCJI(ifi rJUIT ni3-CARP :30;A3 W3-ME:DI ANCHOR BASE FLUSH MOUNT FOR OVERALL HEIGHT OF 12' LFfE PC -LE On: Nov 5, 2019 #.>: .�..E.. .............. TSP ? Ulh! XTRA HANDHOLE: D28 -o•c_L FES-F,S,*00N (GF: BY OTHERS) D2q BCA--A'IJMINUM DMP-'•'IBR ATIO"F DAMPER BL-BLACK L.C-LIGHT GRAY - ,� , I •' D32 NC--NIJ C0VER5 CP50 �.50" COUPLING 5M---S1L`iER METALLIC D39 CP75--.75" COUPLING SL-SILVER D49 crri0•-1.Go" COIJPC!rdG HG-HUNTER GREED' i70 CP20-2.00' COUPLING Rn_RED T' -. NP5050" NIPPLE: i;--GALVANIZED T30 i;P'75-.'75" N;PPLE r,PXX_.PA;NTU'' OVER SAI_V :4P10-%.Op" NIPPt.E: PLEASE T35 �r T^>P=ADYS<3E '.,M3P_WXAFIIO SASE PLATE G- TOP _.JP .JNLY SELECT 2.800 S. • NJLEN. ._i Ti . 200 FOF<T VV0F;TI•i, 4X 76109 1/1 Submitted by Lighting Virginia -Central Job Name: I.IGHTIVt `t UVA TENNIS FACILITY �VIRGlNlA nl ~! -'tea.. rncan LitePole ROUND 1*`?". N S F.I'Ai[Ifffi'r: r DD19 r !� D32. y D29:s�rf3 ;; .rztal , D28 r.: E; : D39 D49.... ;.� T20 2.7._3o v x 4.00)" T25 '.88"0 x 4.00" TALL T30 ;. `'51)"vti x 6.00" TALL r ,• 4. x b. (� _. ":.ALL 735 JJ r O r T .. t ._ N i.I: TSP SPECiAL SIZE TENON 3"ODX4"H •r, ,r,; 4g, .,.,.,y tP '1;, r:•:iPi.. lilt::, i.... ---------- ----------- -----, PROJECT NAME: i TYPE: ----------------------------------------------------------- ----------- I 0U0TE / ORDER Pio: ----- -- ---- --- - -- -- - - - ^'PRGVED SY: ;1)Aic: • ----------------------------- ---r r.t > L;_-"�--`-�--�-•----`------•--•---------'----_s:_S_$_.r:_'s_""':`:_' POLE Sl-jA' TT: Pole .:haft shall b( weldole-grade cold -rolled, ornrnerciol quality corbon steel tutting conforming to A`_!"I'Jt .A500' Grade B, BASE -.PLATE": -,r r r-r I -r''steel �: r: rr nI r: ? `J The base pl..t_ r.; fabricated f,c. 3 a �t.ti_.,u. _, .ru•al.t, f �. ) c� carJr 'r' - a n r• : n � r• r•z � rn,nl r 'J?. F'i.r . r( in 01 plate tfl..� meets or exceeds .A`�r,J1 A---�o vn.h ., n .1 . !.., � E..3 :56,000 psi. The base plate telescopes the pail shaft and is .,;rr•:urrfereni.,a! welded top and bottorrt BASE OVER (he two-piece ABS p10s3t;C flail bas cover is s;tondord for all 1 cla pole`: painted BL, E)8 or- fail{� Steel square two-ptec., steel full base cover slander: on Icla poles and ilga painted other than DL, DB or 'vVli. AN""HOR B01_T : Anchor bolts conform. to ASTivi ; 1554 Grade 55 and are oravider_i +Kith two hex nlats and fiat washers. Bolt., have an "L" bend on one end and are galvanized a rninirnurn of .'2" c•r: the tr:reoded end in occor(Jarlce avith A STM A-153. A reinfor-ced 3 x5 hand hole (2x4' for 13.00 poles) will be. installed 18" above the bole plate. A, hand' hole clover with hardwor'e will be included aiony with gi-ourldiru} provi 3;ans. POLE: -I"OP: _............ Each pole will be provided with a 'welded top date and tenon or top cop far poles receiving drilling for side mount fixtures. RMSl-' ^J�" F r' hat dip • r r'i , . 4 , s., ,wde'r c r C•, be C;Ja . ,C I.t"' ' Gig ) of '� , , -it r IL,rsrte> sh,1 , ..ar.jc..a _�) a p 3galvanizer; to ASfib1 A' ')._, pec,ilca;lions. k Mi. �., 14" •^, �R ?d t�i 0 { ,f •t F B.UU 0.75 7.50-8.50 ' AST-080.4 #0.75 17 10.8 ! 150 # 8.4 150 j 7.8 150 6.4 ? 150 5.2 ? 150 4.3 i 150 i 2.0 150 RNS-10-30-11 tU 3.UU ? 3A0 11 ? 55 .....4....- RNS-10-45-11 i3(15, :.10::..:4,f12..:.. 10 :..:•:.;;.;;:::.:;;;: s2:.£.._1.,........70........8,00.........02`:,......... • r t 4.50 ? R.aO ' 11 ? 73 ..- -:,... '::::............ .....::.:;' _ 11-:::-.:..HO... 3;£2....". .............. ';;:'.. ......_. .......7........ 8.00 0.75 ......... ; q.:..::::: ::. 5.£U'.::::::.02 .:.....7, ...................................................................... 0..........................................................,......................................................... r 7.a0-8,50 j ABT-C80.4 0.75 17 .: .. ; :: (1 .5C..r..kE33.Cffir3.4.. . 5...11.....89..,..;.12Ef::::9,6.:.:.-i20.: £#..... . 7 : r 2 .0 , 1a0 :: ::.....2�3.....5a:`: 21. 4 150 � 20.0 G.Ef:::.:1.2.:::.4. ........................33:.,.... 1 50 ::Q : r 16.4 ? 150 14.0 t 150 120 � 1a0 10.0 2#3:::.:34.:.'._f2£k; ..................... ,... . r 1a0 RNS-12-40-11 12 ..:....,. 4.00 ? 4.00 11 i 80 8.00 0.' 7.50.8.50 • A13T-080-4 # 0.75 17 16.6 ? 150 13.0 150 12 0 150 9.8 150 8 0 150 1 6.8 150 4 0 150 :::::_ RNS-14-30-11 .. .: ................::..:. �.: 14 ..":.vi: t t:. 5r� 5{€ ..........�...:.. 3.00 i$j`` 11 ? 70 u....v,Fl..,..,,,,,.•l.,H.v,,.,...r.::,w,.•,a.... .;-... ...4 1....:...... ....; t7 Si1 ..:...,7: 8.00 0.75 ..,.�.,«",x...•:.v„:,,,•,..,.., ,....��o;;;;:.;;;>f3;t s 5 ....c.: 7�0-#3 ga Pt1'f-£311C1-rk::: �1!....3.�:. -�•------:'::_.. 7.50.800 1 ABT-080-4 i 0.75 17 .,.,.•,.,.w.,...vr,.e,...vn•",,..,.,...�.i...,.v.,n .-,...... _... ...1 .. __.......;.....::..----:::......-----._: 6.8 ? 85 Mw.,...x.: ....,.,:-.......r............:_...._, ......... ..........:.................;..........-•-------•....... 5.1 85 ? 4.6 : f..;i„ 5(k 85 a:?:;.'g r' " £ ......r.:....:.a..r.......�r...,..... �3v6" ? 85 2.8 65 2.0 85 ..:5... ..:. :x.�::.:::�sQ.:.::�.z:r..�...._.....,..............................._.... <.. . RNS-14-45-11 14 :.f:::::I-::,::::..��.:::..:.._.........£.........�... 4.50 i 4.50 11 ' 95 z.. .� 8.00 0.75 -" _-�:,�....................__ 7.50-8.a0 ? AST.080-4 0.75 17 ��::- ........ 17.8 1 150 r.;;:�'-z�. 13.8 150 12.8 a:.-: '.:: it::: ai%ii: '::-�:;=:2;=.'...:it: 150 104 ? 150 ? 8.6 150 7.4 150 5.0 �:i�.:.•-:"•,;-r.-.....,.:> S::i :...,.::..x".^":r+ :i�=�'� '�:'<2r.,.. :':^':'•:;�.:.:;z. 150 �:ri-:. �:. .................. .. ............ .. RNS-16-40-11 ....,. .... ... :.:1 :.::.i 16 .. .. ..7 .". :�':::.. .......... ..... ......_......._..... .:.':. ' :.-:.13...:...... ..... 4.UU y 4.U0 f 11 100 ..... ..... .... . . :::.: ......... ......... .... A.........D.3S.......7 B.UU 0.75 - :. � ::.c.��..:.:::::: .. ........ ..x. .....V .r A1}9^4.:,47`a.'::1'7::::.�•�.:�:.::�i._ 7.50-8.50 ? AST-080-4 F 0.75 17 1 LO s 150 ..4......3a..,.....,.......5........�...... 8.4 ss 150 7.6 15U 9....._5`7.:.#..:..?5,.,..:.5..;............. 6.0 150 4.6 ? 150 3.8 15U 1.5 150 . - 12f�'S.'i6.rt�, E... :..1 ..... __:..:.....:...:..........:........:..........:... ........:...... ... ::... ....if,4A.:::.:.::.0,7...�::::.'::7,G�..8,5U.. _:.:.:........:.:......,.,:.......:..r.......: r ......................... 14 .... &0....'#.7,2....4.SU:..............._ �....................... . 1<ki.:::.1'Ei _... 4...........,..........£.........................................._.__........... ... .1.:.�:.�:.�:.. ...- .....fi....4,6ii....g,&0.,....'k.1.........4.ti�....:............. _......._........................�......_.........- _RST.0f30-�s-:.:Q.7�'::9'x:.......8... - ...- _..... y. .............. ... ..... .. . ... .............. .1.10.... :M :.::,. •.,.;..:till.... .:....... ....:...:7.a0<8.50....#.i380.$...ik75 ....i3safl......._ff-1�.. ..... .- ':.:. f::.:. ......... 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B.QU 0.75 ....................,........_�..........................�........ 7.50-5.50 8T 800 -4 t U.75 17 12.8 ? 150 9.4 150 1 8.8 150 _ 7.1 i 150 5.9 i 150 T 4.9 150 : 2.5 _ 150 :::':::. :::..::. s3..:..'E3...,......45.... .......... ......... .... - --n.7 .......7.5 s. . ,. ...:.:. .8_ ..;..::.#;fl44>.4-::�k.?`a,.�1�....3,.........f3.....1,..........4..,.....,rJ............t .-:: -:: 8-::,:..4 .:,::: S::n-. -.:�-. 3'._ �.: ::. .:4 ......1.....:.4ff..L.t3.f3..,.._4............................................,............,...;..;. -:.� :' ..............i%......�,,.,.,,.:<.:,,:.:.,...:..«:.:..,... RNS-25 45 11 25 4.50 j 4.50 1 11 i 155 8.00 £ 0.75 7.50-8.50 °AST-p80-4 0.75 17 5.7 ' 4U 3.7 �.....2 40 3. t � 40 1.9 ? 4U 1.4 i 40 �. 1.0 i 40 i - ................ .. , :..............._ ..t..... - ..... 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G..........,. r 13.4 f 1a0 ........_�....................................... 9.8 150 9.0 ... ... 15 .. ::: �.:.:::�>r.;:�a-:.: r .0 5 7.4 1a0 6 1 0 .4 1` 2.0 { 5 a0 150 RNS-30-50-11 30 1 I 10 5.00 ? 5.00 1 2 8.OU U.75 ' ABT- 80 4 17 7.50 8.50 0 0 : 4.0 t d0 2.1 40 i 1.8 4U �µ 1.'L ? 40 ..::::.�::::.:........ f#ttJS.�fY:SfY:� _.................................... .... ...:.:.....:......... .... ........_......3 .... ..�................ .... it .......... ..._ --- :........ ...... ...- ..... :.£3.....0,ti....1.....:,.::.5�::.:..:43.: __-.- -___-- ....r... ., .. ::h�::,::.h#iE#:..::.3,�::,::::�4:<a:::>;t;�:;::;;:::1t31S.::.::::::.::..:.::::.. . .................:::::.3:9A:,,....:.__..............................s..................................._€_.._...- RNS 35 50 7 35 . 5.00 i 5.00 7 350 8.75 L00 8.00-9.00 ABT-085-4 ' 1.00 36 5.0 40 6 _..._.._. 40 i 2.2 _.,...,._s_...._.,_......: 40 _t...,.:._._...............:...:...................... 1.5 i 40 1.0 ........ ....... /,{•......::::..::. (-a :.:::.::. .............. i ..............._._.... ..r� < ...... ........... ,.f...3'....c�,..}.,.t'.f ............,1f.....€._.!`pis.. Fy jt ........................ t.............. :: {j r f S ................................................. { '� i P B RNS-18-4 0-11 AB XX TSP i t 4B-ANCHOR nCll DR DARK, E!RONZC D19 13(-PLA5TIC ;STD) XHIt-EXTRA HANUNOLE EIC)LTS M8'-tAEr7i!M BRONZE: D28 ..,.r❑ _ FES-r ESTC4N (G,-: BY OTHERS) 8L_tiI;ACK 029 EICA--A:LIN UMUM UtkP �JBRAIION DAMPER AY 1,32 NO. -NUT Ci)V RS CP50-. 0'• COUPLING SIM--SILMER 1AEiALaC D39 CP75-.75` COUPt_iNG SL-SILVER Dog CPIp••tAC•' C(it)PUNC HG-HUNTER GREEN -120 CF20-L00� COUPLNG RD--RED T25 NPfip-,5LMIPPL-- G--CAL`/ANIZED Tat) NF'75-.75" NIPPLE CPXX'-'PAIN tED OVER CAL.`! NI'1G-:.00" PIlPPi.E T35 nr MBP-pdOOIFIED BASE PLATE PLEASE rtMr= ,,stir; v"• F C,iLY SELECT -------------------------------------------•-----------..-....................--------------..._.......------------------------------------------------- ------ r. ,r. -,� Vr �.7'lI� r ,,. '-.. '„ .. .........,, , •-r ,,..• � ,-:•-',:,-- •� n�, r. .. "r ''lf a .I'., ref :( -) >l,`) L fir 'A'r .�ti-1 ix I'4,?' � uC•fj' i,4- 'LOv V'•. ,J?v .. ._rl ., �._:�.., �)?`;t 7 FJ t,. .41`1�' r-_•..IV .e `rf .J.r1L. f •J t. C..).t:.: l'JE /-li`J!'=tZr.., .r �..?:- f JAG. :(JVIi _. r': ij L...I.�`)� �.l l_ 2�. i •� .i I , 'J J Index PageSubmitted On: Nov 5, 2019 1/1 Index Page Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.decvberry. cotn KEY PLAN SCALE REVISIONS I No. I DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY TITLE LIGHTING PRODUCT DATA SHEETS DEI PROJECT NO: 50100451 SHEET NO. ELT-503 E 0 0 GENERAL NOTES A. THE LIGHTING PACKAGE IS PRESENTED THROUGH THE COMBINED MEANS OF LIGHTING LAYOUTS, FIXTURE SCHEDULE, FIXTURE CUTS, SKETCHES, AND DETAILS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERTINENT INFORMATION FROM THE CUMULATIVE LIGHTING PACKAGE TO CORRECTLY COORDINATE, ACQUIRE, AND INSTALL EQUIPMENT ON THIS PROJECT. ONLY THE SPECIFIED FIXTURES, LAMPS, AND AUXILIARY EQUIPMENT REQUIRED TO PROPERLY INSTALL THESE FIXTURES SHALL BE USED. B. ELECTRICAL CONTRACTOR TO ADVISE LIGHTING DESIGNER OF CONDITIONS IN FIELD THAT CONFLICT WITH MOUNTING INSTRUCTIONS OR DESIGN INTENT AND AWAIT CLARIFICATION PRIOR TO PROCEEDING WITH INSTALLATION. C. WHERE SPECIFIC DIMENSIONS ARE NOT SHOWN, FIXTURE SHALL BE LOCATED AS DIRECTED BY THE LIGHTING DESIGNER. WHERE FIXTURES ARE DIMENSIONED OFF OF FURNITURE LOCATIONS, CONFIRM EXACT LOCATION OF FURNITURE PIECE WITH INTERIOR DESIGNER IN FIELD. D. ELECTRICAL CONTRACTOR SHALL HAVE ULTIMATE RESPONSIBILITY FOR PROPERLY MATCHING TRANSFORMER SIZE TO FIXTURES REQUIRING TRANSFORMERS. ELECTRICAL CONTRACTOR TO LOCATE REMOTE TRANSFORMERS AND BALLASTS IN OWNER OR LIGHTING DESIGNER APPROVED LOCATIONS THAT ARE ACCESSIBLE AND AS CLOSE TO FIXTURE AS POSSIBLE. EVERY EFFORT SHALL BE MADE BY THE ELECTRICAL CONTRACTOR TO PROPERLY CAMOUFLAGE REMOTE TRANSFORMERS AND BALLASTS VIA LOCATION AND COLOR. IN THE CASE OF REMOTE LOW VOLTAGE TRANSFORMERS, PROPER SIZING OF WIRE, DETERMINED BY LENGTH OF RUN AND AMPERAGE REQUIRED, SHOULD BE CALCULATED ON A CASE -BY -CASE BASIS, ALLOWING A VOLTAGE DROP OF NO MORE THAN 5% AT EACH FIXTURE. E. LIGHTING FIXTURES SHALL BE DELIVERED, STORED, AND HANDLED SUCH THAT THEY ARE PROTECTED FROM PHYSICAL DAMAGE. DO NOT INSTALL DAMAGED FIXTURES OR COMPONENTS: REMOVE DAMAGED FIXTURE UNITS FROM THE SITE AND REPLACE WITH NEW, AT NO ADDITIONAL EXPENSE TO THE OWNER. F. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND PROPERLY COORDINATING THE WORK OF ALL SUBCONTRACTORS REQUIRED TO COMPLETE THE LIGHTING AND CONTROL SYSTEMS ON THE PROJECT. THIS WORK WILL INCLUDE ALL PATCHING, REPAIRING, PAINTING AND CLEANING AS NECESSARY FOR A COMPLETE AND FINISHED JOB AS JUDGED BY THE OWNER AND OR LIGHTING DESIGNER. G. FIXTURE CATALOG NUMBERS DO NOT NECESSARILY DENOTE SPECIFIC MOUNTING ACCESSORIES. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY ACCESSORIES TO SUCCESSFULLY COMPLETE INSTALLATION. H. INSTALL LIGHTING FIXTURES AT, LOCATIONS AND HEIGHTS SHOWN, IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS AND STANDARDS, AND WITHIN RECOGNIZED INDUSTRY PRACTICES, FASTEN LIGHTING FIXTURES SECURELY TO STRUCTURAL SUPPORTS TO ENSURE THAT INSTALLED FIXTURES ARE PLUM AND/OR LEVEL, THAT VIBRATION AND TRANSFORMER/BALLAST NOISE IS MINIMIZED AND THAT NO LIGHT LEAKS EXIST. I. MOUNT CONTINUOUS FIXTURES TOGETHER END TO END SUCH THAT ANY DEAD SPACE OCCURS EQUALLY ON EACH END OF FIXTURE RUNS. J. THESE DRAWINGS ARE INTENDED FOR SITE PLAN SUBMISSION ONLY TO CONVEY DESIGN INTENT. ALL INFORMATION SHOWN (INCLUDING BUT NOT LIMITED TO: CIRCUITING, CONTROLS, AND PHOTOMETRICS) MUST BE RE -ENGINEERED TO REFLECT ACTUAL CONDITIONS AFTER THE CONSTRUCTION OF PHASE 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE ONLY AND ARE NOT TO BE CONSIDERED CONSTRUCTION DOCUMENTS. GENERAL CIRCUITING INTENT NOTES A. THE LIGHTING PACKAGE IS PRESENTED THROUGH THE COMBINED MEANS OF LIGHTING LAYOUTS, FIXTURE SCHEDULE, FIXTURE CUTS, SKETCHES, AND DETAILS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERTINENT INFORMATION FROM THE CUMULATIVE LIGHTING PACKAGE TO CORRECTLY COORDINATE, ACQUIRE, AND INSTALL EQUIPMENT ON THIS PROJECT. ONLY THE SPECIFIED FIXTURES, LAMPS, AND AUXILIARY EQUIPMENT REQUIRED TO PROPERLY INSTALL THESE FIXTURES SHALL BE USED. REFER TO SPECIFICATION SHEETS FOR ADDITIONAL INFORMATION AND DETAILS. B. CONTROL INTENT PLANS SHOW FIXTURES TO BE SWITCHED AND/OR DIMMED TOGETHER. THE CONTROL INTENT PLANS ARE MEANT TO BE A DESIGN AID FOR THE ELECTRICAL ENGINEER AND ELECTRICAL CONTRACTOR, THE PROJECT'S REGISTERED ELECTRICAL ENGINEER IS RESPONSIBLE FOR LOAD DISTRIBUTION, CIRCUITING DIAGRAMS, RECEPTACLE LAYOUTS AND ALL OTHER INFORMATION REQUIRING HIS SEAL. C. THIS PROJECT WILL UTILIZE AT LEAST 3 DIFFERENT TYPES OF CONTROL: CONTROL OF BUILDING MOUNTED LIGHTING FIXTURES FROM THE BUILDING CONTROL SYSTEM, CONTROL OVER DESIGNATED ZONES DIRECTLY BY THE SPROTS LIGHTING CONTROLLER VIA DMX, AND BY SITESYNC WIRELESS CONTROLS, INTEGRATED WITH THE SPORTSLIGHTING SYSTEM FOR INTEROPERABILITY. LIGHTING FIXTURE SCHEDULE Type Mark Description Manufacturer Catalog Number Lamp DRIVER Wattage Voltage Location Notes CM1 COLUMN MOUNTED LOW VOLTAGE FLOODLIGHT WITH REN10TE TRANSFORMER LOCATED IN AUROP,ALIGHT TELLURIDE FIXTURE CREE XLAMP DIMMABLE WITH TRIAC DIMMERS 7.5 120:12 SOUTH SEATING 1. COORDINATE StAM WITH COLUMN DETAILS. ACCESSIBLE AND WELL VENTILATED LOCATION (TBD). 0HSL26-S-BR-90-NG-LED- WHITE LED 2700K TO <10% AT CANOPY 2. COORDINATE LOCATION FOR OUTDOOR TRANSFORMER. 7-M/WF-27D-H/L.SMJB- 435 LUMEN SUPPORT BLP-XD COLUMNS HR1 HANDRAII. MOUNTED RECESSED LOW VOLTAGE. PUCK-1YPE LED LUMINAIRE ITH REMOTE ALPHABET LIGHTING ZETA 750 FIXTURE � CREE XPG DIMMABLE WITH REMOTE 500ma 1.5 ^ 1.20:LV HANDRAILS 1. COORDINATE. WITH HANDRAIL SEECIFICATIONS. DIMMABLE DRIVER. IP66. 11750-2-1-2-2 ,NI-lITE LED 2700K ELECTRONIC DRIVER 'THROUGHOUT 2. COORDINATE DRIVER LOCATION. CR!>80 #(T8D) 127 LUMENS ......... S4 �._......_......,.._.�..�...�...�...w...__.......�.-.-�..�._..�--- POLE MOUNTED LED (AT 2OFT) AREA TYPE IV LUMINAIRE WITH INTEGRAL WIRELESS MESH BEACON LIGHTING p SLIDE FIXTURE WHITE LED 3000K � INTEGRAL DRIVER WITHDIMMING 55 120-277 PARKING AREAS 1. BASE DESIGN BY OTHERS, SUCH AS STRUCTURAL ENGINEER. CONTROL SYSTEM (SITESYNC). 115LD-24L-55-3K7-4-UNV- 4831 LUMENS CAPABILITY THROUGH SITESYNC 2. POLE SPECIFICATIONS BY OTHERS, SUCH AS STRUCTURAL ENGINEER. SITESYNC -FI:S-FINISH CONTROLS S5 V.__.... (AT 2 _ � WITH INTEGRAL POLE MOUNTED (AT "LOFT) LED AREA TYPE V LUMINAIRE IN"TEGRAL WIRELESS MESH BEACON LIGHTING--W SLIDE FIXTURE WHITE LED 3000K — � INTEGRAL DRIVER WITH DIMMING 55 120-277 _ PARKING AREAS 1. BASE DESIGN BY OTHERS, SUCH AS STRUCTURAL ENGINEER. CONTROL SYSTEM (SITESYNC). 4SLD-241-65-30-511-UN 4831 LUMENS CAPABILITY THROUGH SITESYNC 2. POLE SPECIFICATIONS BY OTHERS, SUCH AS STRUCTURAL ENGINEER. V- 51TESYNC -FTS-FINISH CONTROLS S5A POLE MOUNTED AT 14FT) LED AREA TYPE V LUMINAIRE WITH INTEGRAL WIRELESS MESH ( BEACON LIGHTING SLIDE FIXTURE WHITE LED 3000K INTEGRAL DRIVER WITH DIMMING 55 120-277 PARKING AREAS i. BASE DESIGN BY OTHERS, SUCH AS STRUCTURAL ENGINEER. CONTROL SYSTEM (SITESYNC). 951-D-24-5S-30-511-UN 4831 LUMENS CAPABILITY THROUGH SITESYNC 2. POLE SPECIFICATIONS BY OTHERS, SUCH AS STRUCTURAL ENGINEER. V- SITESYNC -FTS-FINISH CONTROLS 3. CONTROL INTERFACE TO SPROTS LIGHTING SYSTEM SUCH THAT LUMINAIRES INTHE GALRE ZONE CAN BE TURNED OFF DURING NIGHTTIME MATCHES. J NW — WALL M(3UN I'ED EXTERIOR AREA LIGHT ON PAVILION FAyAJE ! ' A T ENTRANCES AND EX11"5 TO — MODERN FORMS SUSPENSE WHITE LED 3000K � INTEGRAL DRIVER WITH DIMMING 11. 120-277 TENNIS PAVILION 1.. LOCATIONS TO BE. COORDINATED WITH FURTHER DEVELOPINIEN7 OF ARCHITECTURE. . BUILDING. 4WS-W1917-BZ 1050 SOURCE LUMENS CAPABILITY VIA ELV DIMMER 2. CONTROL BY INTERIOR LIGHTING CONTROL SYSTEM. 835 DELIVERED LUMENS CRI 90 PSI POLE MOUNTED PRESENCE DETECTOR FOR USE WITH AREA POLE LIGHTING TYPES 54, 55, AND ARCHITECTURAL AREA SENSOR CONTROL NA NA TO BE DESIGNED 1. TO BE COORDINATED WITH SITESYNC LAYOUT, TO FOLLOW. 55A. LIGHTING PROGRAMMABLE ,'SCR -POLE -FINISH *PROVIDE AT LEAS( ONE REMOTE AND SCPREMOTE TLC-LED-1200 WHITE LED 57001( DIMMABLE LED DRIVER 1170 BY EE COMPETITION *"SPECIFIED BY OTHERS, NOT BY i5 LIGHTING COLLABORATIVE - PROVIDED FOR INFORMATION AND REVIEW ONLY. 136,000 LUMENS COURTS NOT FOR CONSTRUCTION. TLC-LED7 1200 POLE MOUNTED SPORTLIGHTING SYSTEM MUSCO � TEXT TES LATESTRE"V"ISIONS 14FT POLE TYPE S5A POLE FIXTURE GENERAL DESCRIPTIONS - 20FT POLE TYPE S5 TYPE S4 20FT POLE REFER TO LIGHTING PRODUCT DATA SHEETS FOR MORE INFORMATION TYPE CM1 AT 8FT ABOVE SEATING PLATFORM 0 4f D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O I- I— J Q r) 0 z z ::) �e �- z 0 W 11 Q 75 Q < a_ z o z zo_ O z WLd 2 - > Qz ` < < W W W 0 - W � Ir Q O U O " d z u— VJ Vl rr z Wz W z I_ CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 KEY PLAN SCALE 0' 30, 60'. HORIZONTAL SCALE 1" = 30. REVISIONS No. I DATE I BY I Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING SCHEDULES AND GENERAL NOTES PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. D. CONTROL SEQUENCE OF OPERATIONS WILL BE FURTHER DEVELOPED AT A LATER DATE. LTA-1 00 D e w b e r r y E 101 101 0 ff a '- S5A EX1001 _ a • d S5A '� •' d •" 85A S5A SSA PROPOSED TENNIS FACILITY / �'.' a • : • - q •' ° : 4' : TYPE S5A (TYP) BUILDING BY OTHERS • .4 - a• • '_ .. - ° = q •; MOUNTED AT 14FT ON 14FT POLE. W1 ' d • a PROPOSED MARKING W1 • : °' •"n. a FOR FOC ACCESS, W1 `a W1 •- " W1 -q 5 •d - -+ - - - -+` + a - t 4 i- - - TYPE W1 (TYP) a AGILITY FIELD MOUNTED AT 7FT ON BUILDING ELEVATION ''t: - •, (ARTIFICIAL TURF) • : • AT DOORS - REFER TO BUILDING ; .4- ELEVATIONS (TO BE DEVELOPED) FOR - • • - ° 4• +• EXACT PLACEMENT AND COORDINATE WITH INTERIOR LIGHTING CONTROL SYSTEM. ♦. J W1 �. W1 �. 4• = - -.d• CONNECT TO PATHWAY =. �:- .• 'd'LIGHTING CIRCUIT SERVING .. ' d. •.q` THE LIGHTING SHOWN IN ° _ " a PHASE 1. PROPOSED ST S -.. - •= - :p _ BY OTHERS ±: -4 4-. • • 4 i a . 85A `". ' - ti_ } 4 S5A ' . f S5A S5A t _ _ _ a.-• _ _ .. • • ..._ _ _ _a . 4 4- 4, •-, P_ - • ; Ate'. i - RROPO ED S'FAiRS _BY- - RAILINO� (TSP..�F,3) • _ a ° •, : - - + d TYPE HRI b .OTHER6 d •.: }, - •- D IN A BOTH RAILS, S5A «.- .., 4 = - , • ��2 � LOCATE ° TOTAL 18 T THIS STAIR, DETAILS TO FOLLOW IN COORDINATION WITH HANDRAIL ._ SPECIFICATONS. CONTRQL VIA EXI003 = • 'DMX BY . -.4 - DKQ001 TYPE HR1 ' - • CONTROLSSYSTEMIGHTING '•_ ° - LOCATED IN BOTH RAILS, TOTAL 12 . 4 ° AT THIS STAIR, DETAILS TO FOLLOW LIGHTING AT COACHES AND PLAYER PASS THROUGH TO FOLLOW, IN ° PROPOSED POST SPORTS LIGHTING POLE LOCATIONS (TYP.) b IN COORDINATION WITH HANDRAIL COORDINATION WITH DETAILING OF SEATING AND PASSAGE. TENSIONED CONCRETE a- SPECIFICATION OF SPORTS LIGHTING BY OTHERS SPECIFICATIONS. CONTROL VIA DMX SLAB BY OTHERS i : BY S. t4T-1 -4 ° • " <: S5A , °'• SYST u 'a•. - PROPOSED 4 CONCRETE SIDEWALK •' N- t - s -: ; :4- PROPOS 7D BLEACI ER _ °•'- a • BY OD ER ` d Q 4 ^, . .:a 4.:, 4 d•- TENNIS SUPPORT •' -4 FACILITY -a.' (PHASE 1) • 0 ° ..•• :. a e - 4 •- J W. d- �. TYPE HR1 TYPE HR1 .} a TYPE HRl LOCATED IN BOTH RAILS, ' - LOCATED IN BOTH RAILS, TOTAL 10 LOCATED IN BOTH RAILS, TOTAL 15 AT THIS STAIR, ° AT THIS STAIR, DETAILS TO FOLLOW DMX)003 _ TOTAL 15 AT THIS STAIR, DETAILS TO FOLLOW IN ° : DMX1005 DMXI004 IN COORDINATION WITH HANDRAIL PROPOSED BLEACHERS DETAILS TO FOLLOW IN COORDINATION WITH r °- SPECIFICATIONS. BY OTHERS • COORDINATION WITH HANDRAIL HANDRAIL SPECIFICATIONS. a SPECIFICATIONS. CONTROL VIA -4- DMX BY SPORTSLIGHTING } : 4 .. + _ . CONTROL SYSTEM. ,d PROPOSED BLEACHERS • • r " • r- = • Q . - `4 BY OTHERS - ° • ° _ - 4 ` = : - ' i • i - 4' 9 q +. q ♦ +- - d• - - -+ • - - - - - - DMX/006 TYPE HRt S DMXI007 LOCATED IN OUTER RAIL, TOTAL 108 AT RAMPS, DETAILS TO FOLLOW IN COORDINATION .`. WITH HANDRAIL SPECIFICATIONS. CONTROL VIA DMX BY SPORTSLIGHTING CONTROL SYSTEM. DRIVE AISLE LIGHTING PERFORMED UNDER PHASE 1, NOT CHANGING DURING PHASE 2, AND NOT SHOWN FOR CLARITY. REFER TO PHASE 1 DRAWINGS, PARKING LOT AND PATHWAY LIGHTING PERFORMED UNDER PHASE 1, NOT CHANGING DURING PHASE 2, AND NOT SHOWN FOR CLARITY. REFER TO PHASE 1 DRAWINGS. Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O I- F— J Q c) 0 zz ::) V z O Lr W L- � o `� z z z L - z W 0 Ir > —zv) 0Qz Q w f CJ Cc W I.l.! C ~ X l.L J_ W U) 121: CC 17 0(.) 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I I k -4� . � \0 I 11 yb __ V1%1 I **NOT'r-_- — SPORTS LIGHTING BY OTH il-epi-sello Dewberr y 19 I SUSPENSE - model: WS-WI 9 LED Outdoor TYPE wi UVA VAPSITY iE'l`-,J1,1qI'_3 Fe",-CiLITY' CHARLOT TESVI LLE VA 02 JAN 2019 COUNTY SUBMITTAL Ca:;aJo,g Number Project. Lov'Ition. A iJ . ...... ...... ...... ....... ....................................................... ............. .................................................................................... ...................................................... ""b 5s PN-ni"t iv-4 is slaw*r kne Ift IIEIDs fnr yw>w' p6slfoft "or i Nif;q. 'Mth *V1 pa14n fl)r 11oiltjrq FRATO'gEs .......................... ................................................................................ ........................................................................... ................ ............. Aluni3owfiivft a thf-dk' motah bk;;%ws <Je-w, �lass e'amK-m' UrIM'r2�N' VA") ?w "N14IN-101 7 fa(:Wr1;m:Jl #idfflw6fy 01swriin4. w 110% 'w0o; it 6immo; 3ni Brat trite formoin r'irmpy LL) M<6lf;j-_ ?14*ttntlnq'PAOMI#5 70,00 hour P;wnsld HfQ Ftra,htA(wWracm WJ,Bro^..:•.($4. Color Twop; 100K t;uh� 00 ORDERNWBER .. . ............... -------------------------------------- ............ -------------- ------------------------------------------------- RMACEMMTrXIM ----------------- ------------------ ............... 13 DulMr9d �112r ',Vass Hxktwc Val" Mat" 'k Essh .......... ................. 'AV ............................. ................... Rft-64A-1915 ws-wl 9 !vs I;,;, ?a' AL ........ ............... I—- .............. it RPL-CaA-19'17 illis-W191? Ew=-s-wl 9 = - El Cxw'JA.-_ W%-Wl 9 1 SAL r Nr :nn¢ (W,%q) ?- 4 N f t: < l' Df i V"' iGt3 Gia:r;WOO"'. C? 1750 Axaiir.'aW ?*OW4 F4x Port Ny 11 i):to 0;-iturki, CA 91',01 WA r, 1 .3 h ftpwtim 1h 5' v*gO �* merjhthte 4.'zfqn 'I r*;;p r.weixf wf wry "Am irspm fl"Um M Mr riny's wnfih "'P. w, ;rnpvetnP'gle'rff. 0i : T �o 16 ----------- --------- -- - **NOTE — SPORTS LIGHTING BY OTHERS. no 0 --------- ...... fBfa mos", PROJEDUCT DATA SHEET — Luminaire Data — 45 Ib (20 kg) — .................................................................................................................................................. ----- — -- L3380(M UL listed for USA / Canada ULI 5913 CSA.-C22,2 ....... . ..... 11" ...... — -------- .......... . CE Declaration ..... "', . ............ e ........ 0M, WC, Rol -IS .............. ............ Ing"'ess Protection, lurninaire .......................... ........................................... . . IP65 .................................................................... Material and finish Aluminum, powder coat painted Windspeed rating Palming only) 150 ml/h (67 m1s) U1., lFr_ amblent, temperature 50-C (1227) rating, luminalre .......................... .... Photometric Characteristics Frojected lurneri rnaintenance per IESTM-21-11 ................................................ ....................... .................................................... L90 f, .............. I p 3,5, k) .............. ;." ................................... ................................ I ................................. (.I 4,5k) ..................... .............................................................................. CI I' c0rce-lated color temperature .5700 K Color tendering index (Chia . ......................................... ......................................... 75 typ, 70 min ................................................ Lurliens, ....... .............. .... ............................................................................................................... 136,000 Footnotes: . for 11 ofiul-ni ; . 1) inc orporaw,,, appapiate. dirt depreci,3tion fvtor Mire V45 oird fvlllip VJ '020 19 Wf5w$ cods I-, It41, U�' i";O MOK rs CAI M* 5 EasyNeces'*' HID Light Source - PreCaft Concrete Base Ito the ground and 11 4's an Integrated 'et pole on bwe irl 24 hours Tapered upper section for -slip-Pit ,steel pole A Arce,holes for wire entry epoxy coated ends, prevent water if Arusion Lifting hole accepts load -rated steel rod provided by Musco Integrated Lightning Ground System Complies vifth NFPA'780, UL 96A, and EN 62305 standards when installed per Muv-o installation instructions UL Listed, Class 11 Lightning Protection, file ril.wobcr F.337467 Tested tip to 100 IAA by indeperid,,nit laboratory Ste-ul pole interfaces with integrated grounding system by mearls of the polegrou riding con nectur VO NNG (cross -sectional area of 67.4 mr(O grounding electrode curiductor grounding eNctrode, 20 ft (6.1 m) total length, Y21n (12.7 mm) diameter Technical Specifications P Base dirrierisions vary. For measurements refer to pmjievt specific Foundation and PaleAssembly drawing, Construction 0 Spun concrete, construction M PrAstre,sed verticalstrands and steel coil spiral for radI I base Xxii Minimum design strength is 9500 IbAW(655 MPa) at 28 days Meets ASTM C'I 804 design nts requirt.m,e Quality Assurance Tests Ai day compre.zive art:�qiqth .............. Bending mol -ne[Ti: capacity ................. Grounding sy5tern continuity XX XCXD� Misco- - -------------------- , - --------------------- --- 0-11 111!1111111111311 I'll, 1111211111.11011111111 - ---- rw < Driver Data Electrical Data Rated wattage" 170 w J ........... ............ .......... ................... ............. Per luminalre '1170 w Number of lumimires, per driver .......... _.11_ j Starting (Inrush)?-urrent <40 A, 256 ps Fu5� rating 15 A UL, JEC ambient temperature rating, SWC(122"F) electrical cornporlent5 enclosure (oom), 6 tieutral tlwni nort svvitched or "Used. f Plot preseat if indri-ir instaliatiori. Ingress protection, 0.1 ectrical IP54 components enclo,ure .............. ........................................................................................................... i:'r iciency . .............. __ ...... Dimming mode optional Range, energy consurription Range, light cx,itput 19 __ I 0011A Footnotes, 0 Rated wattage f'% the P-'vyer o-onsurlipilon, indw.".."09 drfypr efft'dency at s"'atillbrA oq£ rrtion in ternperewre c,rwimnwmj. power factor, opetaling ligi t,scvrcP_ rase , Notes 1, Use therrrial magnetic HID -rated or D-curve circult breakers, 2, See Musco Control System 5untimaryfor circuit information, I I.-UMINAIRE"-) SHAI ... L BE ALUMINUM' AND POWDERCOATED GRAY CONCRETE BASES SHALL BE PRECAST CONCRETE (STAN.DARD GRAY) AND POLES SHALL BE GALVANIZED. NNW issus:d aw, royfb-'E , ;W" t'.) 5P. Cut. 7 5,�l &4-254,o,,64 -3 - --------------------- -- -- ---------------- MUSCO2 - ------- ---- ---------- 2 5 Easy Pieces' HID Light Source - Precast Concrete Base .................. . ............. xv` 'LC for'LED Toual Ug4t Coruvol' . ......... ........ .............. ........................ I_ ............ Soperlor light control and long term:, of Lens....................................................... "I' tf p�Al (�l e-i'Melt U Heat Sink — flt3h �'. om"IJII-n yFF0 KnucWe hsisierobly and canoection Plate 3 K�' E 'Y f- 0 t MEN., Mi. N alerltlrl up to or, iol-, ........... to!iOu'mmi an"I S'A'.-..srica[ rompon"Ft: 4}x — i".. V4 G.W. ;':e4. 1r; k7' 1 "NOTE — SPORTS LIGHTING BY OTHERS Diode Asswnbly 0. C try"n 1-5 ig h•P 6"""er di'A < Optics Ilk - k- ton. yw-' n3ti�"' 6 ,FlfirJtc he ai "'i-, t'0 M, S tM 0 rJ M, YA fr u i. re rf",ry u: e n. i p ry: I'J Oft. rr; h i: f_xo rai 0 1 Light Contmi Visor uption" is"b"v ft'n' P! eci?lie 110-It %oftirol rn tho_ fia!4 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0 0 0 z z 11-ke z:D z 0 Ir w LJ_ < 2 < < CL Z 0 zzoo W > z < U) Z < ul ww w< > 0- F_ LL w oc Ir0 0 0 z H U) U) cr z w > Z w z CONSULTANT 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703.718.4355 fx: 571.212.7155 KEY PLAN SCALE 1EVISIONS [_ No. _I DATE I BY I Description DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE is TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. TA-502 110-91-991111 D e w b e r r ty E IK C PPE Psi I I -,iv; !I S i stC'ILIT`f, C H.ARI.C7 1 ";t i,!ILL sir>a COUNTY SUBMITTAL f i~EAT.iRfrS 1 'r3' v , f� ..CK r i s�.4 yJ 4 <o n Y .'i� Cr•' f tt Sir t . R � 5 a) 'tY.' Jctl� t .^ '^{i1 ! S^ r' t I'e , AIc2 .r Kr . �11 g tr T pr , :1S :1: IiE • . YJ.-rr . riir i' .: r i '• Y 4 G AI :� a's #, it or.• � .l�r",•., . > $..i l..d•,'';itf$ iC. ll;t??"G711.7C�-,.•.)i.. a ..:...... ......... SPE dfPIC,ATIONS SC>' �i;P>F•i'13r�{S'-KY-i !G. rt $ - I .,vial?fFt r--j-- + v;CJiY' 3 i ' 21:3' !ri i` i r 76 rr1C•1 :. 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P cf�Pi.;Ft;s;,�.,{;C # rcdv:3:J�:lts:rJ y 't;•>'rr,J;v.rvf : .. ; ,t .) tY f 3 E PRODUCT DATA 8HEE7 — Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23000 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z w z w Q w �F-- V ) cc 0 z 2 CONSULTANT R C C,'3 } LL J _J in Lu I— F- 0 Cr a U 2RW CONSULTANTS, INC 2750 PROSPERITY AVENUE SUITE 200 FAIRFAX VA 22031 ph: 703,718.4355 fx: 571.212.7155 KEY PLAN SCALE REVISIONS No. I DATE 1 BY 1 Description J DRAWN BY BMW APPROVED BY BMW CHECKED BY BMW TITLE TENNIS CENTER LIGHTING CONTROL PRODUCT DATA SHEETS PHASE 2 DEI PROJECT NO: 50100451 SHEET NO. TA-503