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HomeMy WebLinkAboutSDP201700058 Plan - Approved Final Site Plan and Comps. 2018-01-11GENERAL NOTES RWSA GENERAL WATER & SANITARY SEWER NOTES LEGEND 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON • INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY _ ------ `'�'E EXISTING UNDERGROUND ELECTRICAL LINE _ , - --- ---- _ _ , _ PROPOSED LIMITS OF DISTURBANCE INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ----------------------- 01 !E -- EXISTING OVERHEAD ELECTRICAL LINE PROPOSED LIMITS OF CLEARING 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 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION -- ---- C; ---- EXISTING GAS LINE HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. ASPHALT TO BE DEMOLISHED CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. ----- ------ ----- ---- f' EXISTING SANITARY LINE JIM 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552- 7001). 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT � -- `>[�-------- EXISTING STORM LINE STRUCTURES FROM DAMAGE, CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND WALLS. REPLACEMENT OF DAMAGED STRUCTURES 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR �. ;'�,-., f� HARDSCAPE TO BE DEMOLISHED SHALL BE AT THE CONTRACTOR'S EXPENSE. TO THE START OF CONSTRUCTION. --- --- --- -- EXISTING TELEPHONE - " r ----- ,;"�� 414 West Franklin Street 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER.5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF, NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE --_-_. _-.�_. _____ ____ ��� ___ EXISTING OVERHEAD TELEPHONE ;{ TREE TO BE DEMOLISHED Richmond, Virginia 23220 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA*' FACILITIES ON WEEKENDS OR HOLIDAYS '" ` EXISTING TREELINE ® POST/MISCELLANEOUS STRUCTURES TO BE DEMOLISHED ph: 804-344-4405 ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA, fx: 804-344-4406 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING W__._____- EXISTING WATERLINE X x X X�� X UTILITY/STRUCTURE TO BE DEMOLISHED SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE 6. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED MARCH 2015, THIS TOPOGRAPHY HAS BEEN VISUALLY SYSTEM, -- - - -- - - 5,I - -- -- - -- EXISTING CONTOUR 620 PROPOSED MAJOR CONTOUR CONFIRMED IN THE FIELD BY THE ENGINEER WITHIN THE LAST YEAR. 7, THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN �`) EXISTING POWER POLE 618 PROPOSED MINOR CONTOUR PROJECT TITLE UVA GOLF 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXISTING SWITCH - ACCORDANCE WITH ASTM -D698, STANDARD PROCTOR DENSITY. VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. _ UTILITY EASEMENT INDOOR PRACTICE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND _ I:`_ I EXISTING TRANSFORMER UGE PROPOSED ELECTRICAL LINE 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION. FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES -- FACILITY FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES r EXISTING SITE LIGHT CTV PROPOSED COMCAST TELEVISION LINE 11. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE SHALL BE SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. APPROVED BY THE UNIVERSITY FOUNDATION, SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO'= a EXISTING WATER VALVE UGT PROPOSED UNDERGROUND TELEPHONE LINE CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL -- WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED �__� �L� , I � 3� {'I � EXISTING STORM INLET ) � PROPOSED GAS LINE CONSULTANTS 12. CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN SCREEN, OR CONSTRUCTION OTHERWISE BY RWSA IN WRITING. _ i ! --� \!. --� 1 ---==- CIVIL SAFETY FENCE AS SHOWN ON THE DRAWING. (;� ( FX.'l (0 = EXISTING MANHOLE W PROPOSED WATER LINE DEWBERRY 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN RERMISSION AND RWSA 13. ALL LINES EXISTING AND PROPOSED, SHALL NOT HAVE A DEAD-END IN EXCESS OF 5 FEET LENGTH FROM ANY CONNECTION, AND SHALL HAVE A THRUST APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE EXISTING FIRE HYDRANT SS PROPOSED SANITARY LINE 4805 Lake Brook Dr, Suite 200 BLOCK ADJACENT TO THE CAPPED PIPE. IF THERE IS A VALVE IN THE DEAD-END SECTION, IT SHALL BE RODDED TO THE MAIN AND THRUST BLOCKS PUT REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR Glen Allen, VA 23060 AT END CAP. PRE- AND POST -CCN MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED ; EXISTING WATER METER-� PROPOSED STORM LINE ph: 804.290.7957 PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RW�A FACILITIES. 14. ALL WATERLINE, PIPES, TEES, BENDS, VALVES AND FITTINGS SHALL HAVE FLEXIBLE RESTRAINED JOINTS. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO T E ORIGINAL EXISTING FENCE SD PROPOSED STORM DRAIN fx: 804.290.7928 15. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS GS PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. EXISTING SIGN SD ® PROPOSED MANHOLE LANDSCAPE AECOM Charlottesville 16. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A < ' EXISTING TREE PROPOSED CLEANOUT 455 Second Street SE CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BEPROVIDED FOR THE 17, CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION. EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE 0'C' ) EXISTING SANITARY CLEANOUT Suite 100 SPRINGLINE OF THE EXISTING PIPE. PROPOSED SITE LINE UTILITY POLE ® / Charlottesville, VA 22902 18. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. "rif,; i EXISTING STEEP SLOPESh PROPOSED 11.25 BEND p 703 682-4965 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND AVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM, APPROVED METHODS 19. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING '--'-=-`--' - STRUCTURAL TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMIN TION OF THE PUBLIC PROPOSED 22.5 BEND WATER SYSTEM. DMWP&V 20. THE GENERAL CIVIL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, VIRGINIA UNIFORM CODING SYSTEM PROPOSED 45 BEND 720 Moorefield Park Drive, SPECIFICATIONS, AND GENERAL CIVIL NOTES, THE STRICTEST PROVISION SHALL GOVERN, 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. FOR EROSION AND SEDIMENT CONTROL PRACTICES PROPOSED 90 BEND Suite 301 21. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. ph: 804 323 0656 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING u PROPOSED CAP fx: 804 272 3916 22. CONTRACTOR TO COORDINATE WITH THE VIRGINIA DEPARTMENT OF HISTORIC RESOURCES OR ALBEMARLE COUNTY COMMUNITY DEVELOPMENT TO DISCUSS ARCHAEOLOGICAL RESOURCES PRIOR TO CONSTRUCTION. IF CONTRACTOR ENCOUNTERS ARCHAEOLOGICAL RESOURCES WITHIN THE PROJECT AREA, THEY SHALL OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. r, 3.01 SAFETY FENCE S/� 3.18 OUTLET PROTECTION OP ® PROPOSED TEE MEP STOP WORK IMMEDIATELY IN THE VICINITY OF THE RESOURCE AND CONTACT THE OWNER, VIRGINIA DEPARTMENT OF HISTORIC RESOURCES AND ALBEMARLE 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. LU +SMITH COUNTY COMMUNITY DEVELOPMENT PRIOR TO PROCEEDING. O PROPOSED POST INDICATOR VALVE (PIV) 3.02 ENTRANCE CONSTRUCTION © 3.31 TEMPORARY SEEDING PROPOSED FIRE HYDRANT ASSEMBLY 11508 Allecingie Parkway 23. CONTRACTOR TO INSTALL KNOX BOX. CONTRACTOR TO COORDINATE WITH OWNER ON LOCATION OF KNOX BOX ON GATE AND ON BUILDING. ALBEMARLE COUNTY GENERAL CONSTRU TION NOTES ® Richmond, VA 23235 23 24. FINAL APPROVAL IS SUBJECT TO THE CONDITIONS LISTED IN THE SPECIAL USE PERMIT (SP2017-0009 UREF) DATED SEPTEMBER 13, 2017. THE SPECIAL 3.05 SILT FENCE SF -'- 3.32 PERMANENT SEEDING PS ® PROPOSED WATER METER p h $04-423-A 44 USE PERMIT IS FOR THE EXPANSION OF THE BIRDWOOD GOLF COURSE FACILITIES WITHIN CURRENT GOLF COURSE BOUNDARIES. SEE SP -2017.0009 UVA FOR EROSION & SEDIMENT CONTROL PLANS fx: 804-423-6445 INDOOR GOLF PRACTICE FACILITY CONDITIONS ON THIS SHEET. AS -BUILT PLANS SHALL BE PROVIDED FOLLOWING CONSTRUCTION. H PROPOSED GATE VALVE 25. EXISTING WOODED AREAS ON SITE ARE PRIMARILY COMPOSED OF EVERGREEN 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTR CTION CONFERENCE, ONE WEEK 3.07 INLET PROTECTION IP 3.35 MULCHING O PROPOSED BUILDING MOUNTED FIRE DEPARTMENT PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THIt FINAL INSPECTION. CONNECTION (FDC) 26. FIRE HYDRANT FLOW TESTS WERE PERFORMED BY ALBEMARLE COUNTY SERVICE AUTHORITY AT THE EDNAM LOCATION DATED JUNE 3, 2015. FLOW HYDRANT 12579 PRODUCED A PITOT PRESSURE OF 37 PSI AND A TEST FLOW OF 850 GPM. FLOW HYDRANT 12552 PRODUCED A PITOT PRESSURE OF 38 PSI ANDA 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED A CORDING TO MINIMUM Cr CULVERT INLET 3.08 CI 3.38 TREE PROTECTION © TP PROPOSED ASPHALT PAVEMENT STANDARDS PROTECTION TEST FLOW OF 861 GPM, SEE SHEET C6.07. AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 27. CONTRACTOR TO PROVIDE A DETAILED POLLUTION PREVENTION PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. EROSION AND SEDIMENT CONTROL REGULATIONS. 3.09 DIVERSION DIKE pp �- 3.39 DUST CONTROL (�(;) PROPOSED CONCRETE PAVEMENT 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. KEY PLAN 28, CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2017 TO APRIL 14TH, 2018. IF THE CONTRACTOR WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FO ND MAY NOT BE DIST RB T ROUGH0 T THE DURATON OF THE PROF CT, 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 3.13 SEDIMENT TRAP ST , , PROPOSED STALITE 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT 29. P VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 0 LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPP LIEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. PROPOSED BIORETENTION \✓ 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE/SEAT 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PROPOSED RETAINING WALL _ _ PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY,; FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. PROPOSED SIGN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING SEE CO.05 FOR ENLARGEMENT 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. SP -2017-0009 UVA INDOORS GOLF PRACTICE FACILITY CONDITIONS NOT BE LOCATED CLOSER THAN V-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SEAL SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. L OP 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING 1. DEVELOPMENT OF THE INDOOR GOLF COURSE FACILITY SHALL BE IN GENERAL ACCORD WITH THE PLAN ENTITLED "ILLUSTRATIVE SITE PLAN - PARKING PROTECTED. RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES OPTION C" PREPARED BY THE UNIVERSITY OF VIRGINIA FOUNDATION DATED AUGUST 21, 2017 AND AS MODIFIED BY STAFF, AS DETERMINED BY THE SHALL BE MADE IMMEDIATELY. DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERAL ACCORD, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR " + 4. SEE SHEET TP1.01 FOR ADDITIONAL DETAILED TREE PROTECT PROTECTION REQUIREMENTS. ELEMENTS AS SHOWN ON THE PLAN:-' ® 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ► y "I1`+t M GENERAL DEMOLITION NOTES 11, ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE" A. BUILDING LOCATION, ORIENTATION, AND MASS; B. PARKING LOT LOCATION; Li Nc606 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. C. INSTALLATION OF NEW LANDSCAPING FOR SCREENING PURPOSES; Q�a 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. D. RETENTION OF TREES SHOWN FOR PRESERVATION; AND S�NAS.t��� 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. E. EARTHEN BERMS ADJACENT TO THE NEW PARKING LOT. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. MINOR MODIFICATIONS TO THE PLAN THAT DO NOT OTHERWISE CONFLICT WITH THE ELEMENTS LISTED ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH REVISIONS 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE (LIMITED TO THE HOURS OF THE ZONING ORDINANCE, AS DETERMINED BY THE ZONING ADMINISTRATOR. NUMBER DATE DESCRIPTION 7:OOAM TO 9:00 PM. 1 09/15/11 100%CD'S 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 2. DESIGN AND DEVELOPMENT OF THE IMPROVEMENTS SHOWN ON THE ILLUSTRATIVE SITE PLAN FOR THE INDOOR GOLF FACILITY SHALL BE SUBJECT TO THE 2 09/25/17 REVISION #13 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO FOLLOWING, AS DETERMINED BY THE PLANNING DIRECTOR OR DESIGNEE: 3 10/18/11 REVISION #2 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC 4 11/08/17 REVISION#3 STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 5 12/01/17 REVISION #4 A. PLACEMENT OF THE PARKING LOT WITHIN THE "BOWL" CREATED BY THE EXISTING TERRAIN IN A WAY THAT MINIMIZES GRADING OF THE SLOPE TO THE 6 12/21/11 REVISION #5 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER NORTH OF THE NEW PARKING LOT, WHICH IS TO BE PRESERVED FOR ITS SCREENING EFFECT; NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE B. CONSTRUCTION OF EARTHEN BERMS ADJACENT TO THE PARKING LOT WHICH ARE COMPATIBLE WITH EXISTING TOPOGRAPHIC VARIATION AND WHICH 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. FURTHER REDUCE THE VISIBILITY OF THE PARKING LOT AND PARKED CARS FROM GOLF COURSE DRIVE; C. APPROVED PLANTING PLAN AND PLANTING SCHEDULE WHICH, AT MINIMUM, INCLUDE: 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING .17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE C.A. NEW LANDSCAPING MATERIALS PLANTED IN NATURALISTIC OR INFORMAL ARRANGEMENTS WHICH ARE CONSISTENT AND COMPATIBLE WITH THE PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN EXISTING LANDSCAPE IN TERMS OF CHARACTER, DENSITY, AND SPECIES; MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH C.B. A MEADOW OR SIMILAR GRASS LANDSCAPE ALONG GOLF COURSE DRIVE; AND ACSA GENERAL WATER AND SEWER CONDITIONS IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL C.C. THE USE OF NATIVE PLANT MATERIALS; AND INSPECTOR. D. SUBMITTAL OF A CONSERVATION PLAN PREPARED BY A CERTIFIED ARBORIST TO PRESERVE TREES IDENTIFIED FOR PRESERVATION, INCLUDING THE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE TREATMENT OF ALL ASH TREES (SPECIES FRAXINUS) THAT ARE TO BE PRESERVED FOR PROTECTION AGAINST THE EMERALD ASH BORER (AGRILUS PROIECTNil BER 1. WORK SHALL E SUBJECT INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING S THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL PLANIPENNIS TO BE USED IN CONJUNCTION WITH THE CONSERVATION CHECKLIST DESCRIBED ), IN CONDITION 6. IF ALL REASONABLE ALTERNATIVES ES 1610 BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT FOR PRESERVATION HAVE BEEN EXPLORED, AND SUCH TREES CANNOT BE RETAINED DUE TO THE HEALTH OF THE TREE AS DETERMINED BY THE 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY CERTIFIED ARBORIST, REMOVAL MAY OCCUR. ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE DATE COUNTY EROSION CONTROL INSPECTOR. 3. INGRESS AND EGRESS ALONG BIRDWOOD DRIVE SHALL BE RESTRICTED, TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, TO ONLY THOSE DECEMBER 21, 2017 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS RESIDENCES SERVED BY BIRDWOOD DRIVE AND SHALL NOT BE USED AS AN ACCESS TO THE INDOOR GOLF PRACTICE FACILITY. ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO SHEET TITLE STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE 4. ANY NEW CONSTRUCTION AT THE EXISTING GOLF COURSE FACILITY AND SITE OTHER THAN THE SITE IMPROVEMENTS SHOWN ON THE ILLUSTRATIVE SITE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. VOLUMES. FILLED ALL SEDIKEDSE AREASE TOLBE WHENNECEHALF SSARY TOIGCHIEVE AB GOOD REFERENCED IN CONDITION #1 OR ON THE PRELIMINARY PLAN FOR BIRDWOOD GOLF COURSE APPROVED WITH SP199600053, EXCEPT FOR MINOROF GENERAL NOTES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). FWITHESTAND ECTINGRESEEDED N ANED PPLAN E AND DIVERSION HICH ARE AND REPAIRED IMMEDIATELY. CHANGES (SUCH AS ADDITIONAL PRACTICE TEES, MODIFICATIONS OF GREENS AND OTHER CHANGES THAT DO NOT REQUIRE A SITE PLAN), SHALL REQUIRE AN AMENDED SPECIAL USE PERMIT. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC, STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 5. THE OWNER SHALL CONTINUE TO IMPLEMENT AN INTEGRATED PEST MANAGEMENT/NUTRIENT MANAGEMENT PLAN TO REDUCE ADVERSE WATER QUALITY 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. INSPECTOR. I M PACTS. °"��Ar 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER 6. PRIOR TO ANY LAND DISTURBING ACTIVITY ON THE SITE, THE CONSERVATION PLAN AND CHECKLIST, THE LANDSCAPE PLAN, AND THE GRADING PLAN SHALL SHEET NUMBER 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. PROTECTION ORDINANCE SECTION 17-204G) BE APPROVED BY THE COUNTY ENGINEER AND THE DIRECTOR OF PLANNING OR THEIR DESIGNEES. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 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) 7. REQUEST FOR WAIVER OF DESIGN REQUIREMENTS CONTAINED IN Z.O.4.12.15(g) HAS BEEN APPROVED ON OCTOBER 3, 2017 WITH CONDITIIONS. C0001 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 8. REQUEST FOR WAIVER OF DESIGN REQUIREMENTS CONTAINED IN Z.0.4.12.17(c)-1 HAS BEEN APPROVED ON OCTOBER 3, 2017 WITH CONDITIONS. i. VIEWPORT IDENTIFIERS 0 _C _77-eo" 40e Cl0 - 'A \ O� (TYP.) '00- C2 _71 01 1000- C3%01 0"� C3.05 "00 oo 0- C3 �\z -4^400 11,1111111100 AREA OF -00 00-00 DEVELOPM 00-00, 4 = 00-00 -_00 WO -00 0-000 000010 00-0 0 7"' 00000 00-00. IENT 77= .2.25 AC) A -4 000000 "o 7 000 0000 100 _X 00000 00 -.0 S, Q, k 0 ;_410�0 illillillillillllllll1111101 LIMITS OF 11,111111111111111111illililllll000000000000000 DISTURBANCE (TYP.) (4.09 AC) fJ %\ J ALL OTHER AREAS OF '�2""00000' DISTURBANCE ARE VIEWPORT, SOL,ELY FOR UTILITY BORDER jYP.) CONNECTIONS 0 r. Z 1 'JV 4 - SPO 0' 50' 100' 200' SCALE: 1 100' lbartzen + balm architecture design and plannini 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE HVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804,290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN SEE CO.05 FOR ENLARGEMENT SEAL LT Opt, A Lk, No. _606 6 AIAL REVISIONS NUMBER DATE DESCRIPTION 1 09/15/17 100% CD's 2 09/25/11 REVISION #1 3 10/18/17 REVISION #2 4 11/08/17 REVISION #3 5 12/01/11 REVISION #4 1111 6 12/21117 REVISION #5 PROJECT NUMBER 1610 DATE DECEMBER 21, 2017 SHEET TITLE KEY PLAN t I SHEET NUMBER ' C0005 � 0 ; 1 // /---� MATCH E -SEE `\ \\,- ,,-' \ I,\ \\, \\ \\ \' \\ \\ \� bartzen + ball � o ,�' i �" EET BELOW `' e\\ `, \, \�;_� ' !!architecture design and planning �' \ I // / \' --------._—S \\ \\ \ \ /r-'" 1 \ C \IN � C7 W � Ov rn ---------__, 414 West Franklin Street Richmond, Virginia 23220 � / � 804-344-4405 O I I I ► -----------------------\\ \\ px:,804-3444406 SCALE: 1- W i -_ _-_---- _- -____---� `\�.\'\\. \ � \\ 11 r_\ PROJECT TITLE __-- _---_ UVA GOLF -sss- — -- INDOOR PRACTICE t� _ _ _ \ ��;\�_1 — — — — — — — — — — — — — FACILITY W (� W C) - -_�- i�ii`\ \ \ ` 1 Zp• \\ CONSULTANTS 1 / Iov I / --__ z \ \ / ' =11\� `\ \\ \\ \ \ i _ - _ -560-' - \ , 1'I < CIVIL z I ;l.' __ _ \\ ' - N ' e `\ �,-i `\ `\4 J.,\\ \���`F ` ' DEWBERRY Z \ // / / - EXISTI�J STEEP SLOPES / BiRDWOOD GOLF COUR\ ,� _ - M / / _ _ r \ ` 'X 4805 Lake Brook Dr, Suite 200 i m CD > o I \ ,,--':>' , TYP ✓ / /- / _- ( ) CO I z moi"- a. / / _.._ _ - \ -�\ i' \ 1 !�I \ r- i \ `' I \ r , \ \; I Glen Allen VA 23060 N J1 ✓ / `�' ph: 804.290.7957 fx: 804.290.7928 C ! o w �' N I r� \ / � � <% GRASS ( \ ' m ' ' \ v. �' �\ : \\ ;i - LANDSCAPE \ \ AECOM Charlottesville / — — — — / 20 WATERLINE EASEMENT / - _ - / / ,. �---\ �,_.y „\-,\ \ 1 / i I \ I \1- l \I-kdl \ I \ -� \ \ I�\ 1\ \ \+�I r { 1 455 Second Street SE Suite 100 N CD J LLJ D.B. 792, PG. 12�! 134 (PLAT) _ ~ Z Q V1� — -%V1\l"\-\ 1\1 \'moi "° S 47° 1 �03 E 299 0 �,\ �- , r \F \;\ \ I\r \\ \ \ J \ _ l -' \ \o\1 I \ \ \ 1 Charlottesville VA 22902 h: 703 682-4965 / / / \ x ( — r° k, { >, = I `: \r� '` _ ° ° U J `" -' �' a.�' _ - - - - n :., -.l „f .._mak, ..T •l 1 . .t .� :r-„..`.v: `., `. :. `.!`.l\ ''./,-. ..,—�. ..\;i�-�. r�T \ /.J ,\_, ./`,—tee' ,..,` s1f„\; :, .\,.. ;y`..:., \ ,. ,\_ \ vim'. .\/, < - ,�,, r < r „ -u I :. ._i �Z ,�... x ,c - +. J ..r.,, i�`=--. .�', '-.'-:T `.._ '•1-cr'-' //r , _ X"S'",. ,!, >----;-c, ,';:-- , I°' / / I 1 \\ \-, I'\ rTt L 1 _ \ \ \ 1 ! --- '1 \ I I STRUCTURAL DMWP&V - - 4 _ — _ - - = _ ` _:r, � / I \ a: I \ / � 720 Moorefield Park Drive L FENCE � � ` <=.. .�' \> _ :, , . • , �,,, \ ,.:.� _---- �.�.-r- ,, � :.,.,...'.' _ .,;, <�. .,� :�;,.. �.^�.;� •, ), < '\ ^, — -Vii`,;\.,. _ I �� i \- - � ( \\I 1 Suite 301 ,- -.-r ✓.' ! \— �\ >`�_ : — ' / _ "\ \ - I \ I -� `\ ` 1 � 804 323 0656 \ ,,:. , \ \ I \ \ f : 804 272 3916 ME + � ASPHALT i --. _ _ --\3 � 1 / / � / � \ \ \ \ /- \-,\.,. MEP - - / / / /�� I J / / � _ ! - , ” �' -' \`TI`S_ i_I. - .�-_i�. \ \ \' `���� !�� -Y-\ LU +SMITH 11508 Allecin ie Parkway _ \ /�� ------------'-"-""-'-' l\GN — UGN — UGN UGN -- UGN — UGTV _ U�( TV--�-= UGN — UGN -- UGN GN — UGN --UGN UGN UGN — UGI — UG --_ \ _ !� / / - - _ - - - `u4 i_ II Y Richmond VA 23235 ,.:,...:' ,.. ,,, ,{. . >. .—.�, , . . , ., ,. r. a - ,',T',... „ ,. . `.. ,.` ,'--'vim \ .._- ;.• Lam.. ,, , '„ ,•J, r ,. ,... ,,<'.", " J, : n" ,r - ^'�': - "Er ` ", \ ` / / `�.....r\I � � -'\ � \ ! \' h: 804-423-6444 r f - r ✓ ''r t . , , ''-ciie ea-'... w . .'`{`'' ` r.. ,r' /` \r :-1 '_`, \ j `. ` '\ r •c 1 �'A r x� \,1NJ' ”. -.--: c.i v cv '-o- ,; .. ,. %t z , :. / >,>.r ,, ✓_..=. � /,r , , \;i•.--�C.'' \> u;r\�, y.` `` O .-- -\x:804-423-6445 ` � VJFMJ f 00 / / / \ A. Lk / — / — \\ \\I.I. ) I / cn / v / mol l I -17 � _ C r t_ l,_'_ <I\' \ X / _ __——_._—i---_ G� / / z ----- �- r I l / a N / O m--_—_ _ — _ - _ _ tl _ _ 3 _ f-, tl / \ \ \ \ \ �_ �1 �I \ - - - -� ----------- / T� -T \� w 1 \ i\�\f \ J \ 'iii-- i HEAD _ - - - - \- - - - \ I IS COURTS I ` _ `G / _ - - - , _ - / T / - - �L� r \ \ \ KEY N _ BO R'S HEAD TEN \ ' / ( I I TEN fS COURTSMc I\�� I / Ln _ ` / \ \ I \ \ \ \LI __- 1_I\ \ \ \ ' / \Si\ \\ \t PLAN _ I / x ' I I — — — — — — — —. - c.r `' .�" / _ �, �CL i (-t1\�\ \ \ LI \\ \ \1l \ 1 , \ \ 1 -15 \ / � / \r �y \�\ \ \ \ r� I I 1 _ _ .— .— _. — _- —. — .— --� •t -- i I !. _-- ^p`\ J „ I \ \�i.1 j -:--i -� \ . i SEE C0.05 FOR ENLARGEMENT SEAL Ir 0- j Or 41 _ L - _. - - -. - - - - _ \ \'1 � ;! ' No �.,7liLT � W NAS �O O 5 1 r �,- - - r ^� �� },# r REVISIONS R NS O ���� /-�/- ' // \�- _ _ ' - - - _ - / / - O°/' r -' /' �' /' NUMBER DATE DESCRIPTION 1 09/15/11 100% CR'S \ \\ \\'" I \ " GOLF COURSE DR �, \ �, 1 \ r / �� 2 09/25/17 REVISION #1 SCALE: 1" = 20' �' ` ` �, ---`I� _ / - s (PRN ATE) - - - - _ EX I STI P NG STEE\ n LOPES 1 S \I 1 �/ �100 �' /' / 3 10/18/17 REVISION #2 W W `\ - _ _ _ - _ _ _ _ ----- __ , - - _' (TYP) _ j \ // ` ��,,�� ^ O� 4 11/00/17 REVISION #3 5 12/01/11 REVISION #4 \` \ _ _ _ '' \ e -e Cj 6 12121/11 REVISION #5 � ; /—..-,__—_— _ \ N •� 545-- -- _-- _ ee \e \ �, M ���„ LLJ ' -' - �-!--!-_.i._t.\�If�-- - -..- I � �' e � � 7--- V / _ - _. - -- - - - - - - - - _ - ._ _ _ \ ____----_____PI � -�___ \ e ` 1' - t= W �, _-`�"..��r 1T -_ --- -- _ _ _ —• _ _ _ _ \ \ ,. — --- —� — _ — i-- _ ._ - - ��-'. I--.. -T T.L 1 I J.. �- _ , T _�/ ' - - - n - _ _ � �T r- I-;, _ _ T__', __.._.T.- - ------------------------------ --- -_ -�' `�� '.1. —`- _f_ \\ \\ ��<5 �\ PROJECT NUMBER -__ __---------- / -' _-------------------=----�--_--_= ` ______ �' , _ , _-- \ \ 1610 -54 _- - - o _-' ------ ' `�=--=_ �__ �, Zvi -- - /- ,-- /— _-- ---- /-' ,-�- _ _--- -- - --------------- - - -- , DATE _ _ _ -,=�,� __ �e \ \ �\ I \`� \'_ ( DECEMBER 21 2017 \\ `\\ `\ \, \\ \\ \-\\ \ \•\ \\\ \�\\\ \\\ , SHEET TITLE - - ------ - - \ ,\ 1 �, \\ \\ \ J \� \\ \\ �\---\ EXISTING SITE , _I ,_� Yom_ ,-\ ---� -�- CONDITIONS / / / 1 \ \ \ _ \ r �.-__ �\-�, " \ ►♦ SHEET NUMBER \ C-) \ / \ - - \ / / I --- ------------ -------------- A_ ,'' o// ��, GOLFCOURSE\DR. W 01 / (PRIVATEy W � __, ___- --- ,` rl5 r5; J-= i ` �`, -'�`- > W (�.7f- `_�-ajr�` S, 4\�\\\ 555-----_ 414 West Franklin Street' --- ------`--L f-- ----_- � .� -- ✓_--------------------- ------------- ---____Z --- r -----_ �--- _ - --------------' ,Pa�— .`L ---- Richmond, Virginia 23220-556-- �,J _-- ------- --------- ---- ---- ----- ----------- \N ph: 804-344-4405 '- -T \\\\Q,\,� �.\I\t/`..�„\\�\ I W .�`♦`tea \I 11 ----------------- ------------ - -- ---\- -\_-\��I ----------_-558 R Soy 804 �_/ I ------------------------------ ----------------- ----- ___- -------------- ------------------------------ mo 40 ----------------------------- 59-----------k---------- , ,_�,•/ O I =J _�/ ----------------------- ___ ----------__ A r��-2O� ROJECT TE PROJECTITL UVA GOLF— I� --------------------------------------------------------------------- _ INDOOR PRCTICE -SCOPES-- �fYP -------- ------------E*ST1NGS_EEP ------- -------- --_------- ----------------------- - ---- --___ AGILITY -jQ ------------------------------------------ ---------------------_ _-\--_- 5—' '. —/ CONSULTANTS56J ------------- CIVIL J ------ ------- � DEWBERRY 51 / 4805 Lake Brook Dr, Suite20 ------------------------_ _ Glen Allen VA 23060 k ph: 804.290.7957 BOX \----- fx: 804.290.7928TEE ,' RWALLPOST LANDSCAPE -Z7 _—_ -------_\ ,__------------- AECOMCharlotesville 1 STORY 455 Second Street SEX570---------_--' BARNCharlottesville, Suite 100 ' VA 22902 565 Ph: �703) 682-4965 STRUCTURAL it r POST `---------- ------In % ' DMWP&V---_- -------- 'YARD _RMT -' -______ WILD � -- CEDAR 720 Moorefield Park Drive,4---- ; I ' CHERRY M P, --' Suite 301 7j ------------------ RE ph: 804 323 0656 /f - fx: 804 272 3916 0I SILO 5'-ASA MEP fI<a1 -'--------(TREE1MAP f163) LU + SMITH Qr 1 STORY OlcJParkway IQ Richmond, VA23235GRANARY ✓4 I/ v ---_- ph: 804-423-6444 — — — — 570 ---- -423-6445r fx: 804 UAI ----------- - - - - - - - - - - - -----------ASPHALT / WA'----------------- -- 51 SH / KEY PLANX STORY P1 (FREE M A 71 STONE GARAGE It / J �0� 26A7�TAN ; r{, -/v) _- W5�5' 70 t SEE CO.05 FOR ENLARGEMENT SEAL F_ --- ----- TA �i � ' I a / o. AL C� REVISIONS NUMBER ON MAG O�Llk T / -------------- 09/15/11 00% CBS REE M A'/' P 3_�- 2 09/25/17 REVISION #1 3 10/18/11 REVISION #2 I%lI / 4 11/0 8/11 ON #3 REVISION V'ISI l 1 I} ! t l l ' � / "1 r / li `�l :l=ll \/ "� >/_;/ L li/ /( ;:�/L�{, �/III n} r:\;I i /\} I!_/ NI.1 \ 1 / , N_� I _._ ':OA \/ 5 12/01/11 REVISION #4� 6 12/21/11 REVISION #5 } l ! �1/iI�Il /I ' / '/ qj l J ! I l I ( I l Il l I I j / /} / } lI II.-I� },,I Ir / l(\ / ' /afI R II / './f.:,\�.�`�;,!fi - � iI ////\ / i �r ' } !,'l % r i , i 1 } }//i }} l/ll ;�,p} r �..�j\I 'I l// :/ l/ �♦ i,I,l / � C.�,/ r/ �\ �IIII ' � / �i / / �� —•-' - ----- ----- '.' , }r ll Ili 'r`+;J:;;1r /I l /\i ` ( ,I ii I I / I } ./:Y`, � (�I li/ t.//, 1<_l�< } , , 1 --'-_/ 36„ ASH I _1 1 ✓� / }} l / /,' l P / I I I 1 , } / a ,`j.��%.I,. IIII I1 o}/ I III , ( 1 1 I !, / (I 1 -\ -\ ---C3-� 34 ASH -/ .I/,,_l'7I , / I I I II (( ,\ ;/ /'/3 8 ASH -_,-,---,-------_-- ', _. -- PROJECT NUMBER }�, /l �t 1 I\/ / JI II I II / =':�: ;/�Y i/J I I } / 1 }, I I} , , } / } / /i / , ,\- i 1610 I I' ,l �j ,9i:/,�,/; I{ l;/.` ,II } , IiI iII ir (,I/ / II / I} \,, II tY 'l/ C_�3\\� , lI1 l l , ,\ l 34„ ASHY;, \I ;� I ' ( } } % % ,i /I , / c-J�•� M DATE ll `} ,'I i' / \ l,<� ,/, � \- DECEMBER 21 2017 I'�`%Lfr;/ /}i l' ,l \i \I _�`i.I,,I .I�I` J�i� II } / \, �/�, l / , 8 � -l SHEET TITLE _,; \ �, - ` EXISTING SITE CONDITIONS /l 1, ll / , ' , i i ,�/,- I, "r 00 r�0I1P 6 /I /l} /1Ii1 // /I�1I/ 1/ / II � I /II / N_N�, #500 ,l\/r/I /r/I, I,I / / 1 ( // I} 3 STORY SHEET NUMBER BRICK I BUILDING C1 ATCH �_ INE, SEE SHEAT C1.93-MNL-=JNK=-�illilli�ilillill n02 IN �, 573- I NSET I I I I I I q, cr-cn I ► I « - « « « . « 56.5 57� 3.6 I 1 I \ 5 63'5 RWALL \ 1 I I II \ o' 20 40' 3 I \\ 414 West Franklin Street 580 0.1 5 ` ( IIII IIII I Richmond Virginia 23220 SCALE: 1 20':f 28 1 ph:804-344-4405 fx: 804 o l 1 -344-440658 mI\N� \N-5°og�' �N 0 ��'S a• I S �, � � l l I \� I PROJECT TITLE ,/` ,'' ,'' 0.5 // � � I �' � ;`\ � 5�2•� �' �. /1�1 /l li (( � ( I � UVA GOLF 457 INDOOR P R RACTICE --- STORY BRICK & FRAME _ / / / / / / / / p��l A LITY X572.6 , W/ BASEMENT I\ ( i N f' OOG`Ir' \I / !` i /` ,'' / ri ,/ , / I!��l / 1 / /l l / /VM j 1 i I I CONSULTANTS I CIVIL DEWBERRY N 4805 Lake Brook Dr Suite 200 ' Glen Allen VA 23060 PUMP I /' /-'?--" —, s =-y \ 1 I l r-,_1 o p� __--' -' I,- JA ,—' /,'�% r/ / l l / l l l / / / / l / I I ► \ p h: 804.290.7957 ---------- -,' FUSE H /' _,�`�5 i J �1_2_ \�'' ,, ' ' / / / / / / / / / / / I ?� o I I 1 fx: 804.290.7928 / >> I #474 ! ! ' NSE ' 0� 3 \\ /' # ! I I ' _--------"'' I , / / i I of LANDSCAPE oNc ! l AECOM Charlottesville �65 455 Seco nd Street SESTORY 5668 /ll j Suite 100BRK ROCK Charlottesville VA 22902 BUILDING / I ph: (703) 682-4965 CIJ ---, I I STRUCTURAL - _ --- ° ' �--' ''----' /__-- _ ' -' / __—' l/� ; ,/ ,/ / ,' l l I l i / I I co o I DMWP&V _'\`� /,t' �l ' r y/r , , ,�1 _/ 5 I II I \ \ I I , J I I d 720 Moorefield Park Drive, Suite 301 `- ------------- _ \ { , ,( ph: 804 323 0656 U " -------------- , --,-# / fx: 804 272 3916 " - I _ _ I ' /' ,' /' S 6 r ,' `����5 / U ' ,, , / / ! , (� ➢�N / , i , ! J / I J MEP _-_------- — -- ----- -' _ — — — �' / __/ \ 1 k(.1 I r- � / / /' r ` —`--------- - ,' -_ r -r ,/ ,' ,,' !' /! !' 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ALTERNATE A -ONLY TO CUR 1 � ' DEMO/RESTORATION WORK ON -ALTERNATE RES,''0 OC IF H ;-„ ,, �,,Ik,,\Q j 1 IMATCHLIN S SH !! ,,E- CG, ,` � � � U 'r '\ ALTERNATE IS SELECTED. -'` J , �. r�!�;t ,�i`' EE E SIT Ola ,� ,'!' � ,1 � ,- 1 r , , " J , 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRIICTIIRAI UMVVF &V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN SEE C0.05 FOR ENLARGEMENT SEAde L LTq 0w\ Li , No. ` 506 S�NAL� I - REVISIONS NUMBER DATE DESCRIPTION 1 09/15/17 100% CD's 2 09/25/11 REVISION #1 3 10/18/17 REVISION #2 4 11/08/11 REVISION #3 5 12/01/17 REVISION #4 6 12/21/11 REVISION #5 PROJECT NUMBER 1610 DATE DECEMBER 21, 2017 SHEET TITLE DEMOLITION PLAN — SHEET NUMBER C2.02 + v I i i (I ' +\ ' ;> 1 :� \ C (;`"'\ ` t' � r ,` ; f f ! 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Ifx: 804.290.7928 ILANDSCAPE IIIIIIAECOM Charlottesville 455 Second Street SE I�il() 5 Suite 100 II0 CK Charlottesville, VA 22902 IfIr ph: (703) 682-4965 ---- ----- -REMOVE, PROTECT AND j ISTRUCTURAL REINSTALL STORMSEWER DMWP&V ICLEANOUT I'�/',_ ,i . i I ! iht! 720 Moorefield Park Drive, ISuite 301 Iph: 804 323 0656 IIfx: 804 272 3916 IIIIIMEP — --- ----- ----- - ------- IIIILU + SMITH 1 1 508 Allecingie Parkway ISAW/C E,X`I�STINC Richmond, VA 23235 PHALT PAVEMENT/ IIIIph: 804-423-6444 I-423-6445 fx: 804 JIt IIIIIUj IIIIIIIIIIIIIIIIIIIIDEMO EXISTING SANITARY IIIDISTRIBUTION BOX Iz III_KEY PLAN ILij y IIIC IfI< IiIZ> IS IfEE CO 05 FOR ENLARGEMENT ISEAL I—EXISTING > VALTIf op DE PQWER1 SANITARY -CLEANOUT-_ II1A IN 4)P R"-fOLE/AND G AND PIPING TO DRAIN UTILITY POWE FIELD AND -TYP) OVERHEAD,,/LINES,'( Ji N DISTRIBUTION BOX Z A r Li No 506 of .Ar0 IEXISTING TREUTO IBE /DEMOLISHED INAL IIt!l1 11 r F( tle itl+ ( i f! ( r! Jfi'i i REVISIONS r•rf ✓ NUMBER DATE Ii fi DESCRIPTION iIII2 09/25/11 REVISION #1 09/15/17 100% COIS Z I -BE I 1 , I I i 3 10/18111 REVISION #2 EXISTING/ TREES TO( 11/08/11 REVISION #3 IIOLISHED AS NECE ARY IIDEM S/� 5 12/01/17 REVISION #4(i 4 (Ty,�P) 6 12/21111 REVISION I#5 ECT ADJ NT r IIIIIII/REM El PROT�,CT/AND O I4 IO/V R INS TR`EES AT A�1� TIME� ]E S I GN I(TYP) PROJECT NUMBER - PROPANE TAIIPROTECT EXISTING 1610 N -K,_ -PIPING AND CONTROLS IIDATE Ll DECEMBE R 21) 2017 SHEET TITLE IIIIDEMOLITION PLAN IDISTURBANCE- ILIMITS OF II__(YP_) _TBR ---EXISTING ASPHALT P��VEMENT iTO SHEb ISHEFT NUMBER INOTES: ARES --ONLY TO OCCUR I 1 DEMO RESTORATION WORK -­ALTERNAJ IALTERNATE, IS SELECTED. IIC103 f XXII V 414 West Franklin Street J" Richmond, Virginia 23220 < ph: 804-344-4405 0 ?0, 40' fx: 804-344-4406 --SCALF1 20' PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL ! i 0 f I I , I`\ DEWBERRY 4805 Lake Brook Dr, Suite 200 �.' f j Glen Allen, VA 23060 j t l' i ` , -` it 1 1 ; t I Uj ph: 804.290.7957 ji LU fx: 804.290.7928 -T7 U) LANDSCAPE AECOM Charlottesville 455 Second Street SE ----------- Suite 100 U) Charlottesville, VA 22902 PROTECT"EXSITING 8" ACSA ph: (703) 682-4965 WATER LINE Uj / STRUCTURAL --- 171- DMWP&V 720 Moorefield Park Drive, A - -- - ------ 7 C) Suite 301 7 -1 ---- -- ph: 804 323 0656 SAW CUT EXISTING AND DEMO ASPHALT fx: 804 272 3916 PAVEMENT MEP ------- 7 LU + SMITH -7 7 -4 71 71 7 77 j. 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 _Z, fx: 804-423-6445 --------- - -------- Z KEY PLAN ---------- SEE CO.05 FOR ENLARGEMENT SEAL -AAAAA- 09T1: 0 4x1 N M. M, Ll No. X506 :ssNAL REVISIONS NUMBER DATE DESCRIPTION 1 09115/11 100% CUIS 2 09125/11 REVISION #1 3 10/18/11 REVISION #2 4 11/08/11 REVISION #3 5 12101/11 REVISION #4 6 12/21/17 REVISION #5 PROJECT NUMBER 1610 DATE DECEMBER 21, 2017 SHEET TITLE DEMOLITION PLAN -Top 111111118 SHEET NUMBER C104 1� "I / I / / - L�j (1) I I !" 1, I � i � * -- I ' , \ " ". I ---,., /I I � - _�'/ I-- )' i I / �' MATCH - SEE � -�: , - - - - - I ', I ',, � " , \ I \ \ I , I \ \ \ ' I , \ . cr) l , L� . 00 '0 _'_' I , \ , " ,,--\, I , 1\ 11 --) \1 - ­� ____ '_'_ -.1, _--------^ --- - I I 1- -UNE - --- � . , "l , \ \ I" ,111­11�1 ­ --- _ " I II ", "I " "I \ 1, I N\ I/ ,"Cl-:'- _,� in '> / I - \ - � - _'_______._'_ _'______ - 1-1- � ­___ _____._'._ --- -SHEET BELOW /--,-- - � "I I, , �\ I-- - � _'. 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' / / / / -' / / / / ` | / / � ---_-_ -�---- �-------- �' SCAL�� l = 20 ,~ / / ,/ / ,�/ '/ ar\ / // / � \ / |� / \ \ ,/ <'{ | -/. /, (� / _���� ~-�_~~��� '/ �� / ' / � ' ' 1 1 �b> 11 1 rr, K 1 l 414 West Franklin Street `•, '',, `' if Richmond, Virginia 23220 ;::.; ph: 804-344-4405 o' 20 40' I i 'i \ fx: 804-344-4406 SCALE: 1 20' PROJECT TITLE = j UVA GOLF INDOOR PRACTICE FACILITY s CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 -117 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE j —; Suite 100 i ,- 1 I ------ . -. -----___-_-1 r Charlottesville, A 22902 ph . (703) 682e-4965 ii ;II STRUCTURAL 1, l ,' ,.. _ -- ` __ _--- - 720 Moorefield Park Drive, - Suite 301 ph: 804 323 0656 --7 r -- -- Q fx: 804 272 3916 '— ASPHALT REPAIR MEP LU +SMITH 11508 Allecing ie Parkway Richmond, VA 23235 - _ ------ ---- ph: 804-423-6444 _.. . 8 fx: • 04 -423-6445 I _ i fes_ KEY PLAN ( \.L i SEE CO.05 FOR ENLARGEMENT SEAL �1 <t4LTR �y,,p� IN M. -E E � + Li : No. 506 SIDIV AL�`� REVISIONS NUMBER DATE DESCRIPTION 1 09/15/11 100%CD'S 2 09/25/11 REVISION #1 3 10/18/11 REVISION #2 4 11/08/11 REVISION #3 5 12/01/11 REVISION #4 6 12/21/11 REVISION #5 PROJECT NUMBER 1610 DATE DECEMBER 21, 2017 SHEET TITLE SITE PLAN --rmf III I� SHEET NUMBER C104 MATCHLI NE - SEE SHEET BELOW ; �J Lc_` IIA IIII1 414 West Franklin Street Richmond, Virginia 23220 00 ph: 804-344-4405 C:) 01 20 40' fx: 804-344-4406 (y) ---- ---- --- 1 20' ISCALE- ILU PROJECT TITLE GOLF IUj IUVA INDOOR PRACTICE FACILITY Uj IICONSULTANTS ID CIVIL I() DEWBERRY 4805 Lake Brook Dr, Suite 200 IGlen Allen, VA 23060 V ---------- 804.290.7957 ph: Ifx: 804.290,7928 ILANDSCAPE AECOM Charlottesville 20' WATERLINE EASEMENT 455 Second Street SE Suite 100 I__/ - - --------- - - --- ------- Charlottesville, VA 22902 ph: (703) 682-4965 IIDMWP&V IIIj III720 Moorefield Park Drive, IISuite 301 ph: 804 323 0656 fx: 804 272 3916 IMEP -pil II11A LU + SMITH V �v - UIG'l V JGRI UG --- ----- - jr, iv 1 1 508 Allecingie Parkway Richmond, VA 23235 X, > IIIIIIp Iij,� I< Ih: 804-423-6444 I-423-6445 fx: 804 ri IIIIIT IU Ll KEY PLAN FN IIIIIIIISEE C0,05 FOR ENLARGEMENT SEAL T L L T, OP IE IIUj led No. 506 Liq - -- --- AL 0 US IOTS�6 Fi ,_TUFT6NCE REVISIONS 0, 20' 40' Ty NUMBER DATE DESCRIPTION 1 09/15/17 100% CUIS II2 to 09/25/17 REVISION #1 SCALE: 1 20' 1001 3 10/18/11 REVISION #2 ----- ----- - ------- 4 11/08/11 REVISION #3 w �)10 5 12/01/11 REVISION #4 I100 IZj 6 12/21111 REVISION #5 Uj Z r; Iw PROJECT NUMBER 0 1610 4, IIDATE DECEMBER 21 2017 E PROPOSED A�A��A L 'ALBEMAqLE IiDT� DrZAINAGE EASEMENT\ SHEET TITLE IGRADING AND DRAINAGE PLAN I�'9 I i.......... SHEET NUMBER C105 Po • PARKING BLOCKS MUST BE INSTALLED NOTE: PARKING BLOCKS ARE CURRENTLY SHOWN ON FINAL SITE PLAN TREE -TREE MAP #37 ( C.. SDP201700058 DATED SEPTEMBER 15, 2017.. r r j C06 SEE SEE SHEET TP1.01 FOR TREE ) �. q ( ( .5 SHEET C5.03) PROTECTION REQUIREMENTS) STORMWATER RUNOFF FROM THE PARKING ARE AND TRAVELWAYS MUST BE COLLECTED AND TREATEp.1N THE � �` J36 SWM FACILITY.. GREASE INTERCEPTOR -1 HAS-BEEN IF FOOD PREP AREA 2. REQUEST FOR MODIFICATION/WAIVER OF DESIGN REQUIREMENTS CONTAINED IN Z.0.4,12.17(c) ii IS IN THE' BUILDING APPROVED UNDER THE FOLLOWING CONDITIONS: RATE DESCRIPTION REVISIONS THE FIRE DEPARTMENT APPROVES THIS PROPOSED DESIGN [A FOURTEEN..(14) FOOT WIDE PAVED TRAVELWAY 0 MRER ;1 WITH A SIX (6) FOOT WIDE SHOULDER OF 'STABILIZED- TURF' ON THE WESTERN SIDE, FOR A TOTAL WIDTH OF Ali 1 09/15/11 100%CD'S 2 09/25/17 REVISION #1 TWENTY (20) FEET]. 3 10/18/17 REVISION #2 THE 'STABILIZED TURF' AND ASPHALT SECTIONS WILL BE DESIGNED TO SUPPORT ALL , PROJECTED D TRAFFIC Ia 11/08117 REVISION#3 LOADING, INCLUDING FIRE DEPARTMENT VEHICLES. 5 12/01/11 REVISION #4 • NO PARKING' SIGNS ARE POSTED ALONG THE EDGE- OF THE TRAVELWAY TO ENSURE VEHICLES AREN011- Ij� i 6 12/21/17 REVISION#5 PARKED ON THE STABILIZED ,l.URF. - I�iI cn G o � N ILII Dewberry cf)Cp Figure 5.3 - Storm Sewer Piping Design co ; 0087SEEEE PROJECT UVA Golf Facility l cp EET 65.03 ca LOCATION Albemarle County I, LIMITS OF DISTURBANCE FROM STRUCTURE TYPE TO AREA DRAIN. RUNOFF COEF. C A INLET TIME RAIN- FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA. CAPA- CITY VELD- CITY FLOW TIME „Min" PIPE SIZE INCRE- ACCUM- POINT (1) (2) POINT (3) ACRES (4) �C (5) MENT (6) ULATED (7) MIN, (8) INJHR. (9) C.F.S. (10) UPPER (l 1) LOWER (12) FT, (13) FT.IFT, (14) INCHES (15) C.F.S. (16) F.P.S. (17) SEC. (18) INCHES (19) S1 YARD INLET S2 0.290 0.730 0.212 0.212 5.00 6.67 1.41 566.73 564.08 53.00 0.050 12 7.97 10.14 5.23 6,27 S2 MH -1 S3 0.000 0.760 0.000 5.09 1.41_ 561.35 53.00 4.050 15 14.39 11.73 4,52 6,27 S3 JS -1 S4 0.000 0.791 0.000 _0.212 0.953 5.16 _6.65 6.63 6.32 _563.98 555.42 550.25 122.00 0.042 15 13.30 10.84 11.26 11.35 S4 MH -1 S5 0.030 0.900 1 0.027 0.980 535 6.58 6.45 544.89 544.50 37.00 0.011 15 6.63 5.40 6,85 14.84 S8 DI -1 S9 1 0.370 0.330 0.122 1.103 5.46 6.55 7,22 541.33 540.83 100.00 0.005 18 7.43 4.20 23.79 17.81 17J PROJECT NUMBER �1610 G, DATE rDECEMBER 21, 2017 X711 GI SHEET TITLE GRADING AND #2 ON SAKI RY SEWER Z_"e, CORE AND BOOT CONNEG S6A DI -1 S6 1.100 0.350 0.385 0.385 5.00 6.67 2.57 559.98 558.72 63.00 0.020 15 9.14 7.44 8.46 _9.32 li j DRAINAGE PLAN LATERAL CONNECTION S6 DI -12 S3 0.870 0.410 0.357 0.742 5.00 6.67 4.95 556.47 555.52 189.00 0.005 42 71.33 7.41 25.49 15.44 � III I Std HW -1 S11 3.430 0.300 1.029 1.029 11.37 5.15 5.29 557.97 556.96 50.00 d.d2d 15 9.18 7.48 6.68 12,20 _ �._ - ---- - - --- - - - G w C T C ( � q S1� N 1 0? 1 1 1 48 5 � 0 - I� 0- 18 79 �4. 7 I 9 2 H 1 � 3 _55 ,28 1, x.13 6. 8 532.6 55 92� 20A0 _. d.0 r 8. 9 0.850 � 0.300 � 4.02 16.15 - 0 SNEET NUMBER ' u MATCHLINE - SEE SHEET C3.07 / i \ / ( , J, 9 1i \ (I_,,- ti-- -,- , , If Ej / I I 1 s , \ { c (I ! ! r ' r l r / ' ) f / -,, r ( I (' l 1 1' \� ,1 I J 1 rf' i ;C) 1 i I I C " I / ! i I J J - I ! ! :J (!} i I r r, \ ' i v 9 ) i I , ( rl rt f / i ;, I I �J S E T A I` f 9 'i f l ( I ' \ 1 ( ;'I' I _,t ) �/ ` ( } i ? 1 rf 1 } ` I i viii jl I ,-_. { I{ \ I \ I I I 1 I r I i i NE „� 'I ) 1 ! 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' / " � PRbP §Eb 1 0" WAT E R CIN �:-�-�_'_`-, iI - , � g ) ) , _� �, - -1:1, -, -OR , I , ) f _>', \ \ i \ " � 1_5�1 _ I (, \ I \ I . - , - -, � � � . � I - � 1� - x � . I --- -GATE VAL , I \\ , , ,_ - - �"j ,­ --' ­_ I ___,� - __ __ I , I I \ . � , ­ --' I (--) " \ , � \ \ I __ __ __ ____ ____ 1�� 11 __ --- __ /V­E.112d�LV0\F"10" I \ il �, . --- __ ___ __ - __ - C), I i - ( - ___ __ � _1� \ \ '�. �9 - \ I li � 1\ 'A I I U) , 1- � I., 1, / \ I 1\ / / " 11 __ Yll � j�_ IL,J -��, � 1. I LIJ ,%,,�,� � - 1 c,f,� --,D V) , , t � =11 I,- , 1 = ,,_� I 11 I / / /, .e) , _2 , 11 I I 1� � � �� � � , , � _- r ­_ - __ 1 5 - � / // , I 11 I _-___ ATIONI OF 6 --- - -- __ � -,-- ,- �', � 1. _ - _.- .�,I _.__ _­ .- ­�__ __ _-1 - --,-- _ _-, "I 11, 1. _,�� _ ­_ ­­ --- ____ --- -_ --- - -_ , \ ) �_ \ \ WATER - RE�iTRAINE�I \ \ ,�f\ I __ ___ � __ I _LINE AND -_ _____ -- ' � 1 1 " ; - � 1, \ ,I I , III . -11 " __ , 1% 11 o ____ __ -.-- __ -- ----- _' _ -CAP FOR. -FUTURE, 11 I \ I " � \ \ �)" \ \ ". 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RIM ELEV. SAN01 MANHOLE 513.04 518.06 SAN02 MANHOLE 533.62 541.00 SAN03 MANHOLE t 542.21 1 SAN04 MANHOLE 541.96 552.00 SAN05 MANHOLE 550.40 / / / . / � �,� / / SAN07 MANHOLE 557.92 1, / .1 / " III / , / I y .1 - cool Z, �� ��4, I I / I / / III / / / / / 11 / I/�;, / C003 CLEAN OUT / . C004 CLEAN OUT *576.30 570.37 C005 CLEAN OUT C006 CLEAN OUT *558.93 1 569.50 C007 - CLEAN OUT *553.05 557.66 C008 CLEAN OUT *552.64 557.66 C009 CLEAN OUT *571.04 578.00 Colo CLEAN OUT *570.71 575.00 coil CLEAN OUT C012 CLEAN OUT *555.37 - 560.03 , I J, ff� � I / I / , / I � / /I / I I /I e­--)�;? ill I I. 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RIM ELEV. SAN01 MANHOLE 513.04 518.06 SAN02 MANHOLE 533.62 541.00 SAN03 MANHOLE 537.18 542.21 1 SAN04 MANHOLE 541.96 552.00 SAN05 MANHOLE 550.40 _ 561.79 SAN07 MANHOLE 557.92 564.03 - cool CLEAN OUT *553.42 557.66 C002 CLEAN OUT C003 CLEAN OUT *572.76 579.24 C004 CLEAN OUT *576.30 570.37 C005 CLEAN OUT C006 CLEAN OUT *558.93 1 569.50 C007 - CLEAN OUT *553.05 557.66 C008 CLEAN OUT *552.64 557.66 C009 CLEAN OUT *571.04 578.00 Colo CLEAN OUT *570.71 575.00 coil CLEAN OUT C012 CLEAN OUT *555.37 - 560.03 _ _- , PROJECT NUMBER / / / ' � - ' / 0 /' ' _ I. / - / |' | / �o ' ' ' - / � �/� / �� ��n� ,-rmv tht 6 � / ' /| ' / / / � 0�uu / ' ' / ' �� cn . , / ' ' //' /U / �� co `/ ' // � rT(l�Y ����������� / ' ' ' / ^ 9SAN\ / U ' / ' +� /` `' - / � � ~/`/' ' ' / ' iI / cp . ~'' ' / ' \ / / '--------------- cu NOTE5� Ln ' / ~ ���i(`K / � / ' / / K , ----. � , / -- u.xu` � ' / / ' / X / /l U /// /~' ``� va 1� DBW0/RE3TDRATON �ORK ON'ALTERNATE A��3 ONLY TO OCCU�/|F �U/\ 0Nr ' , ' ] / / . 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"j, _,% _A,' -/` ,/ I I - ---._,___.____z I �_._________.______� �________ - ------ - 1- / / " --' 7 _-Z ____ \ --- __ __ �__ �__l ` , � � � -_I - 11 ______ I -------------,, - '-\ "I NOTES: - -T--05.03)1 ,---, - I'll 1_��f / I I \ ._____ / � __ -,.-- --' / " / , / / ) ! ph: 804 323 0656 _.- -1- --- -SH EE __ �_ 6_1)� � 1 r, \ Q , ) -, -1 \1 \ -- -, 11 I _ ,_ - - ,------ _____ _-, x" ,� _____ / _', I_ __ 4__2 *_� I, , I/ I - - - � --- - --- __ -1 __ I , / � , , / - --- - _____ �__ 1 . ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. � fx: 804 272 3916 -- __ �__ �, / -) " - - - r "I- �� �I � � I __ - - -,-. - - __ " I I , I -) I ________r_ ____ / / _P I �" I t i- ---- - 11�.� , / , --- , 01, ,-,) ,_ I I - - ­­ F_I /---- I I I i I - -A. ________­­ -------- ­­________ _____________ --- - --- -, 11 / � I _A,_j','_/, - ,A,__j'-,-,-,f,,,- ��, - , - --- 5 �5 ,I] _i I-, 'I, ,_� / / 1_� r z I / 2. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY --.,T / -/- %��' � /-, ___-1________--__,___.__,_. / 11 __,,,_/, ,-) If / j I I CV \ I / 1�� / \ , , _____ �­/_ - -_ ___._________, / / " '_ �� q- / _/� 1\ , / / I I() ,_ / C) \ ;1 I ­_ � , I i __,________._____1 - / " - <,--I- -1 I / " 1-11 ,/ � __ ,I I � I I - -_ - I I ", ,1 __Z__.___,/_____-__-1_. - ( , / C I . Iv,-) - x ____ __ ­_ - --- __­ Q) I � I I I _� --- ____ i -, I /I ,, , - -- -- - -_ - -,-------- I __ " , �/ / ,/ / -, f -11j", ) // / �', / RWSA IN WRITING PRIOR TO CONSTRUCTION. I MEP - ,. -,.--- __ ___ --- - _.- I I/ I -,- \ , _�/ , 11, ,-/0,4 ........ - , __ - - __ - - -C-1 0 (SEE () \ ! ,� I � , __ ____7_..__I --I---- I - _�� / �- -) / I 1, / / --- " _1� - �__ / -- / 3. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORED INTO THE MANHOLES. CONTACT RWSA ENGINEERING A I __ _ - - - - - C,?,- - - - \ 11 �, __­ 11 / /, -1 - " - X_:--.-- -, - _______1__-____._ __­ -_ - - Q1 �_ / / . -.0`3 __ I /� lH 7 \ - - I , I - --- � �, - -- - -_ - I 1 , LU + SMITH (1) ,,, / y / /�� I - - - - - - ____ -- ',�_ / I k - I � 1, / , / .- I j / /\ / / I I -, ___ _­� ,- I, " I � I � / / ,,, "/, /I - - __ F - __ - 1. III- - __ .1 ,\_jI_,\,_i,,,_ --f - MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. ­___ __ - � � 11 / , , . - � ,__f - - - -- - I / ____ - - / ,/ / ____ --- � �,­ _� -- --- - � I I E E__ T_ - - ) _­_ I , � � , � � -# 3) 'rT b .-, '�_ / , - - - _.- __ - __ )-k- - i 1. / , I � SH C5 _� � -) - � .11, 5/81" --WATE ZS�YA �N __ - - � . , , -- . � R -METER ( ,� / / ( � � - - - __ - - __ - -- - - - - ,_�) ,, , 1, �j I/ -, � � / _­ � �� __ / _ - - __ 0 - - __ -,-- _­(,� - - __ - / / 4. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH / 1 1 508 Allecingie Parkway "I _� 11, I � / I --\-- - SERVICE � ­ " , I � / I -- - 1\1 -- -- --- -­ - - -- ___ --- __ -- -- - ) -) � / / ! I - i \ " I I ,( ," 1. - -- BUILDING .J457 , - // / ,/ � �/ �\7 - 'n , , (') - -- �, - -, - 1�-,_`, � - / / .11, I I � / I � I 11 k I I / "I / I/ - - �,e _(�t - - -1. -- - -- __ - " 11 / - - __ � 11, . I . I � . _� \ - - -- - - -- - -- - - _( --- --..-- - :__j I-- / I - -.11, __ - - ­­__ - - ___ ­­ __ - I I \ (SEE\ SHEE-T-05.05)" - ,_� / / , , - I - 11 , �-,, .----.- 0 - - - I V " " / Richmond, VA 23235 , ,� � \\��, -,,,, - i , / / OF INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF j - .- - - - 11 ! - ,/ / / / I / - - --- __ /,-/ - �, I FLOW. __ ---.-- II I., I ll,� ", I'� /// / , - __�_ ___ - ____ __ - __ _______ J, - - __ " . 5. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. ph: 804-423-6444 1 � ) " � � I / / / - - - ____ - -- / I _______ " __ ­ - /_ --- - --) - __ , -A " I I � / / / / / / , \\ � �, - - --- - ­_ _2r__ ­_ - -- _­ �. ,�11 /' I - . - - - 11 , -CONTRACTOR SHALL �RROVIDE�­ 8" GATE VALVE,­�' / / / I 1, __ / 1, - - I _F - - - /__ ­', /1" CORP. STOP, 1" - , W, i I �/ ,/ - , J, , - __­ -, - Ill, - --- 1, - - (_). , � ----------, ) �, 6. 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SHAPING OF MANHOLE AND INVERT IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. 2. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HERON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 3. DETAILS OF INVERT SHAPING AS SHOWN HERON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. "- SLOPE TO DRAIN TO INVERT OF OUTLET PIPE. SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO ° DRAIN TO INVERT OF OUTLET PIPE. da ° .. ° ; a. PLAN SECTION B -B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE 302 STANDARD RD MET HOD OF SHAPING MAN HOL E & INLET INVERTS RTS VIRGINIA DEPARTMENT OF TRANSPORTATION N.T.S. STORM PIPE FILTER FABRIC TO ------ SURROUND SIDES OF PRETREATMENT CELL 0 0 PERMEABLE GEOTEXTILE LINER ALONG BOTTOM OF PRETREATMENT CELL RIPRAP SHALL BE LIGHT BROWN IN COLOR WITH ROUNDED EDGES FROM SHENANDOAH ASPHALT PRETREATMENT CELL 2L 1W 12" CONCRETE LEVEL SPREADER FILTER FABRIC TO SURROUND SIDES OF GRAVEL DIAPHRAGM 2' GRASS STRIP (PLANT WITH SOD) e 10" WIDE FILTER FABRIC STRIP ABOVE PEA GRAVEL AND CENTERED ABOVE UNDERDRAIN (1"-2" ON EITHER SIDE) FILTER FABRIC TO SURROUND SIDES OF BIORETENTION u.� 12' e 2 COATS OF " DIA, z. -: TRAFFIC PAIN t 4" WIDE WHITE \" PAIr�TED LINES CORNER JRADIUS, - 1 1/2" (TYP FOR ALL SPACES TO BE DESIGNATED Al HANDt)_'A1P rHE; `.CIRGINIA STANDARD RESER'.E PARKING" SIGN W.LL SE INSTALLEb, AS. WELL. AS THE _TANDAAD "PENALTY,. TO`W-A4VAY ZONE' 5IG91, FOR SPACE DESOGRATED ON PLAN AS +frAN ;GESSIBL PROVIDE "Y.Ahk ALGESS9E3LE`° SIGN WITH MINIMUM "2" HIGHLETTERING MOUNTED UNDeRNEAIH PESE;IRVED PARIKING SIGN, S3 rN'S I } aHALL BE MOUNTED GN 0411L011IG. SIGNS= SHALL BEkOt1CdTEAO W41H THE CURB STOP CURB STOP�, { s' CURB STOP -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE 3 x BOTTOM Of THE StGN(S) NO LESS THAN 5" BETWEEN 10% AND 20% 6 x LOW LESS THAN 500 VPD AND NO HIGHER TH 4Z 7' ABOVE THE. FINISHEDGRADE, 8% COATS NHlt ' TRAFFIC PAINT (TYP, -ORGANIC MATTER : 3% - 5% r' CURB STOPS THE REQUIRED ITEMS MAY BE CONTAINED ON FOR PARKING DIMENSIONS & LKeOUT DIMENSIONS 'SHOWN 2.5" CAFE' OF BACK OF ONE OR MrJLTIPLE BIONS. UB,Mff SHOP DRAWINGS(S) FOR SIGNS: ARE MINIMUMS CURB TYP, SIQN($) 5HALL i-OMPLY WITH THE LATESr HANDICAPPED " (TYP, EDIT(GN OF PJF;AS (UNIFORM FEDERAL MULCH LAYER Rs M E LIG (VIRGINIA NORS- ATEWDBUIDNG t" - UNKNOWN DETAILS E AILS VAN I TYP. THE CODE OF VIRUINIA SECTION 36-99,11, I SHALL BE PROVIDED a H�a1UIf APEQ PARKING �,,, .----- �e HANDICAPPED -INFILTRATION RATE: 1-2 IN/HR I } aHALL BE MOUNTED GN 0411L011IG. SIGNS= SHALL BEkOt1CdTEAO W41H THE GRADE CHANGE "D" �P,E PArkCtrt, Tl(PI�AL SFACE MAXIMUM 9'-O,. -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE 3 x BOTTOM Of THE StGN(S) NO LESS THAN 5" BETWEEN 10% AND 20% 6 x LOW LESS THAN 500 VPD AND NO HIGHER TH 4Z 7' ABOVE THE. FINISHEDGRADE, 8% -ORGANIC MATTER : 3% - 5% [,40!E: SEE .SITE LAYOUT PLAN CURB STOPS THE REQUIRED ITEMS MAY BE CONTAINED ON FOR PARKING DIMENSIONS & LKeOUT DIMENSIONS 'SHOWN 2.5" CAFE' OF BACK OF ONE OR MrJLTIPLE BIONS. UB,Mff SHOP DRAWINGS(S) FOR SIGNS: ARE MINIMUMS CURB TYP, SIQN($) 5HALL i-OMPLY WITH THE LATESr HANDICAPPED SIGN/ EDIT(GN OF PJF;AS (UNIFORM FEDERAL MULCH LAYER Rs M E LIG (VIRGINIA NORS- ATEWDBUIDNG t" - UNKNOWN DETAILS E AILS ODE,ANSYMBOL/STRIPING 36" BIORETENTION THE CODE OF VIRUINIA SECTION 36-99,11, SOIL MEDIA SHALL BE PROVIDED a -CEC: SHALL BE ABOVE 5 N.T,S, 1. CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH UNIVERSITY OFFICE OF THE ARCHITECT PRIOR TO CONSTRUCTION. 2. SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS, PER BIORETENTION CELL DEQ GUIDELINES: �--- VARIES ---.i-. BIORETENTION #1 SECTION: LEVEL 2 SHEET C6.03. COMPACTED SOIL 36" MIN WESTERN EARTHEN BERM COMPACTED SOIL N.T.S. N.T.S. 5" MIN. THICK GONG. WALK 3500 PSI MIN, 28 DAY STRENGTH WWF 6X6-W2.9XW2.9 W2.9XW2.9 2" BELOW TOP SURFACE 1 VARIES 4000 PSI CONCRETE R1-1 REFLECTIVE ALUMINIUM GALVANIZED "U" CHANNEL POST PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS V-6" STOP SIGN N.T.S. 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. FINISH GRADE "15" MIN, COMPACTED AGGREGATE BASE, VDOT 21A ON COMPACTED SUBGRADE. SIDEWALK N.T.S. 1 I A xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS I -AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) W Cl C 1 I - - - - I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER / CG -6 (SEE NOTE 7) SIDEWALK (SEE NOTE 2) 6„ i OPTIONAL 6" FLOW LINE EXPANSION I N EXPANSION JOINT - o JOINT j F NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A. J PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR8 X MAX' D OPTIONAL FLOW LINE SLOPE CHANGE ® - _ _ - _ D MAINLINE ROADWAY - - - - - - - - - - - - - 8x MAX. ® _ D SLOPE CHANGE D 5' MIN. -J COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A B GLASS A3 (H.E.S.) s. a.e ►. s. a, s• - CONCRETE SECTION C -C GENERAL NOTES 1. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" -CLAY CONTENT SHALL BE LESS THAN 10% MAXIMUM HIGH MORE THAN 1500 VPD -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE 3 x MEDIUM 500-1500 VPD BETWEEN 10% AND 20% 6 x LOW LESS THAN 500 VPD -SAND CONTENT SHALL BE BETWEEN 80% AND 90% 8% -ORGANIC MATTER : 3% - 5% TYPICAL -TOPSOIL CONTENT 8% - 12% Q \ -MULCH: 2 - 3 IN. OF AGED, SHREDDED HARDWOOD BARK MULCH GREASE SLEEVE ° ° -SOIL pH RANGE: 6.0 TO 7.0 MULCH LAYER -MIXED MEDIA MUST BE PROVIDED BY VENDOR t" - UNKNOWN , -P-INDEX: 5 - 15 mg/kg FOR MEHLICH I, 18 - 40 36" BIORETENTION mg/kg FOR MEHLICH III SOIL MEDIA SHALL BE PROVIDED a -CEC: SHALL BE ABOVE 5 3" PEA GRAVEL -INFILTRATION RATE: 1-2 IN/HR 12" #57 STONE 3. SWALE SHALL BE STABILIZED WITH JUTE MATTING WHILE 6" SCH. 40 PVC \ �a ° GRASS COVER IS ESTABLISHED. PERFORATED UNDERDRAIN 4. SWALE MAINTENANCE TO BE PROVIDED BY UNIVERSITY PIPE (SEE DETAIL) i LANDSCAPE DEPARTMENT AND UTILITY SYSTEM 12" SUMP BELOW UNDER CONCRETE DISTRIBUTION DEPARTMENT. DRAIN 5. GEOTEXTILE FABRIC: NON -WOVEN, FLOW RATE > 110 (THICKNESS UNKNOWN) GAL/MIN/SF 6. CONTRACTOR SHALL COMPLY WITH BIORETENTION a CONSTRUCTION NOTES ON THE DEQ BIOFILTER CHECKLIST, SAW TO NEAT EDGEDEPTH FOUND IN STORMWATER CALCULATIONS. 7. BIORETENTION MAINTENANCE REQUIREMENTS FOUND ON BIORETENTION #1 SECTION: LEVEL 2 SHEET C6.03. COMPACTED SOIL 36" MIN WESTERN EARTHEN BERM COMPACTED SOIL N.T.S. N.T.S. 5" MIN. THICK GONG. WALK 3500 PSI MIN, 28 DAY STRENGTH WWF 6X6-W2.9XW2.9 W2.9XW2.9 2" BELOW TOP SURFACE 1 VARIES 4000 PSI CONCRETE R1-1 REFLECTIVE ALUMINIUM GALVANIZED "U" CHANNEL POST PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS V-6" STOP SIGN N.T.S. 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. FINISH GRADE "15" MIN, COMPACTED AGGREGATE BASE, VDOT 21A ON COMPACTED SUBGRADE. SIDEWALK N.T.S. 1 I A xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS I -AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) W Cl C 1 I - - - - I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER / CG -6 (SEE NOTE 7) SIDEWALK (SEE NOTE 2) 6„ i OPTIONAL 6" FLOW LINE EXPANSION I N EXPANSION JOINT - o JOINT j F NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A. J PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR8 X MAX' D OPTIONAL FLOW LINE SLOPE CHANGE ® - _ _ - _ D MAINLINE ROADWAY - - - - - - - - - - - - - 8x MAX. ® _ D SLOPE CHANGE D 5' MIN. -J COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A B GLASS A3 (H.E.S.) s. a.e ►. s. a, s• - CONCRETE SECTION C -C GENERAL NOTES 1. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 x 3 x MEDIUM 500-1500 VPD 5 3 x 6 x LOW LESS THAN 500 VPD -'567 8% Wit; ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS CG -11 I SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 5D2 AND COMMERCIAL ENTRANCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 A" 5" TOP SOIL IN UNPAVED AREAS CONCRETE SIDEWALK AND BASE COURSE MARKING TAPE 13ACKFILL (B.F.) WIDEN TRENCH AS NEEDED ABOVE PIPE VDOT #9 BEDDING 6" MIN. D+2'-0" MAX. UNDERGROUND ELECTRIC DIRECT BURY CONDUIT BEDDING DETAIL N.T.S. PROVIDE 12" #4 BARS SEE NOTE 2 BELOW AT 12" O.C., DOWELED V MIN. 1MIN. EX. GROUND 6" IN EXISTING TYPICAL CONCRETE. 6" Q \ III GREASE SLEEVE ° ° t" - UNKNOWN , I SHALL BE PROVIDED a a THICKNESS F 0 IN NEW CONCRETE ° a Q'. a. a, J j \ �a ° / ASPHALT m e i CONCRETE N (THICKNESS UNKNOWN) ° o a SAW TO NEAT EDGEDEPTH FOR ROADWAYS/6" DEPTH PRE -MOLDED CONCRETE SIDEWALK AND BASE COURSE MARKING TAPE 13ACKFILL (B.F.) WIDEN TRENCH AS NEEDED ABOVE PIPE VDOT #9 BEDDING 6" MIN. D+2'-0" MAX. UNDERGROUND ELECTRIC DIRECT BURY CONDUIT BEDDING DETAIL N.T.S. PROVIDE 12" #4 BARS SEE NOTE 2 BELOW AT 12" O.C., DOWELED V MIN. 1MIN. EX. GROUND 6" IN EXISTING TYPICAL CONCRETE. 6" GREASE SLEEVE ° ° t" - UNKNOWN , SHALL BE PROVIDED a 4" ° THICKNESS F 0 IN NEW CONCRETE ° a Q'. a. a, ':' _ <> ,1 / ASPHALT PATCH. o e i CONCRETE (THICKNESS UNKNOWN) 21A SUBBASE (10" SAW TO NEAT EDGEDEPTH FOR ROADWAYS/6" DEPTH PRE -MOLDED FOR PARKING AREAS JOINT FILLER AND SERVICE ROADS TRENCH SIDES SHALL BE GRADED CRUSHED SHEETED AS REQ'D TO KEEP STONE BACKFILL, TRENCH WIDTH TO A MIN. °�°� m VDOT# 21A °a COMPACTED VDOT #10 ° �°e °�� ° ` BURIED PIPE STONE/ GRAVEL DUST CONCRETE PAVEMENT ASPHALT WITH BASE NOTES: 1, MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND RECONSTRUCTED AS SHOWN. 2. REPLACE ASPHALT PAVEMENT WITH 3" BM -25,0 + 1.5" SM -9.5A + 10" 21-B FOR ROADS OR 1 1/2" SM -9.5A + 6" 21-B FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL NOT BE LESS THAN 1.5 X C. 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER. PROPOSED CHILLED WATER SHALL HAVE A MINIMUM OF 4' OF COVER. 4. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. 5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES PAVEMENT REPAIR DETAIL N.T.S. 1-1/2" SM -9.5A 3" BM -25.0 6" 21-A AGGREGATE COMPACTED SUBGRADE TO 959 N DRY DENSITY STD, PROCTOR PER D-698, METHOD D. (12" MIN. BE SUBGRADE) PARKING AND SERVICE ROAD PAVEMENT SECTION N.T.S. 6" 21-B AGGREGATE COMPACTED SUBGRADE TO 98% MAX, DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) TYPICAL GRAVEL SECTION 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN r.. _ r rS,r -. Y t S r SEE CO.05 FOR ENLARGEMENT SEAL ��.4r,�,,T fl, tN Iii. £ yE E 10 Li No. ` °p506 s 'gyp w NAL,'v3 I REVISIONS NUMBER DATE DESCRIPTION 1 09/15/11 100% CD`S 2 09/25/17 REVISION #1 3 10/18/17 REVISION #2 4 11/08/11 REVISION #3 5 12/01/17 REVISION #4 6 12/21/11 REVISION #5 PROJECT NUMBER 1610 DATE DECEMBER 21, 2017 SHEET TITLE CONSTRUCTION DETAILS N.T.S. SHEET NUMBER LIMITS OF CONCRETE AT NOTES : Y2"x4" ADHESIVE BOLT, SWM-DR SEE COVER DETAIL BOTTOM OF BASE 1. MATERIALS SHALL BE AS SPECIFIED SELF-LOCKING HEX. NUT, I FACTORY APPLIED FOR DIMENSIONS/�Y�43/" IN DOCUMENTS OR AS SHOWN ON FLAT WASHER. 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS Y4" BITUMASTIC AND LETTERING PLAN (SEWER SERVICE) RACK HOLDER TO BE INCLUDED IN THE BID PRICE 1FOR THE SWM DRAINAGE STRUCTURE. Y2 � NOTES: 2. IN LANDSCAPE AND DEPTH OF SERVICE SHALL BE HELD TO A MINIMUM BUT SHALL PROVIDE Y2"x1Y4., + 3/4" DIA. 2• DEBRIS RACK MAY BE FABRICATED FROM WELDED a PRECAST MANHOLE � 1.) JOINTS FOR ALL MANHOLES, YARD INLETS, AND TOP OF CONCRETE ASPHALT AREAS FOR CONNECTION TO SERVICE BOLT 3/8" DIAMETER STAINLESS STEEL BARS OR 1/2" �'�'��� �'� ��I HOLE THICK HIGH DENSITY POLYETHYLENE. RISER ° PRECAST STRUCTURES SHALL BE BASE UNDER CONCRETE VISIBLE AT SURFACE MAIN Y4" 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONSTRUCTED ACCORDING TO HARDSCAPE 3. ALL COVERS SHALL BE HS-20 METAL CONTRACTOR MAY SUBSTITUTE A COMPARABLE a _ THIS DETAIL. CONCRETE SLAB 4" TRAFFIC RATED PLATE R DESIGN AS APPROVED BY THE ENGINEER. a a 4. CONCRETE SHALL INCLUDE AIR Y4 4. THE LOCATION OF THE DEBRIS RACK HOLDER ° ENTRAINMENT, BROWN SAND, AND MAY BE ADJUSTED FOR VARIABLE CONDITIONS. 1Y4„ WHEN HOLDER BOLT IS LOCATED ON THE METAL GROUT JOINT �''' SOLOMAN COLORS, INC. 306 # PLATE THE 1/2" DIA, BOLT LENGTH IS TO BE SIDE VIEW OF BOLT WELDED REDUCED 1/4 LG. AND WELDED TO THE PLATE. COLORFLO LIQUID COLOR (CANVAS) ON TO METAL PLATE DEBRIS RACK HOLDER AND ALL HARDWARE IS 414 West Franklin Street o. AT A RATE OF 6.4 LBS LIQUID SIDE VIEW FRONT VIEW TO BE GALVANIZED. Richmond, Virginia 23220 COLOR PER CUBIC YARD OF DETAIL FOR DEBRIS RACK HOLDER ph: 804-344-4405 CONCRETE OR APPROVED EQUAL fx: 804-344-4406 GASKET (SEE SPECS) SEE COVER DETAIL FOR BY UVA. BROWN SAND UNDER a . GROUT JOINT BRASS COVER DIMENSIONS AND LETTERING CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. FINISHED GRADE IN LANDSCAPE AND ASPHALT MATCH EXISTING ADJACENT WALKS. �� ❑ ❑ ❑ ❑ ❑ ❑ ❑ o AREAS CONCRETE SHALL BE z ❑ 1:11:1 ❑ ❑ ❑ ❑ PROJECT TITLE ° FIELD APPLIED BITUMASTIC OVER FINISHED HARDSCAPE 4» FLUSH WITH FINAL GRADE `� z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ UVA GOLF GROUT (SEE SITE PLAN) /-I" M/N./3" MAX. DO 0000017 ❑ INDOOR PRACTICE ❑❑❑❑❑❑❑ � ❑❑❑❑❑❑❑ FACILITY /0„ 7 1/2" TOP VIEW 0000000 I-11I-1I1=1I1= a ❑ ❑ ❑ ❑ ❑ ❑ ❑ MANHOLE JOINT DETAIL - - 12„ 2' f - 7 1/4" TOP TO BE HINGED TO ALLOW ACCESS TO WATER ORIFICE CONSULTANTS N.T.S. IN HARDSCAPE AREAS QUALITY - TOP TO BE HINGED TO ALLOW (SEE HOLDER DETAIL ABOVE) CIVIL CONCRETE SHALL BE 8" M/N. ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) DEWBERRY FLUSH WITH TOP OF �P+ CONCRETE SLAB 4805 Lake Brook Dr, Suite 200 }' ❑ Glen Allen, VA 23060 NO. 57 STONE SWEEP WYE OR SANITARY 5 1/2" 1, STAINLESS STEEL z ❑ ❑ ph: 804.290.7957 WYE & 45° ELL (SEE PLAN 10 � /s" DIA. BARS ❑ ❑ ❑ fx: 804.290.7928 FOR SIZE) o 25/a" SQUARE OR ❑ ❑ ❑ � 3" DIA. HOLES LANDSCAPE NOTES: MAX. AECOM Charlottesville 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR SERVICE LINE ❑ ❑ ❑ ❑ ❑ (SEE NOTE 2) 455 Second Street SE HS-20 LOADING. ❑ ❑ ❑ ❑ ❑ ❑ Suite 100 2. COVER SHALL HAVE NON-PENETRATING PICK HOLES. _ FLOW_ 1'-0" MIN. Charlottesville, VA 22902 JL L ph: (703) 682-4965 A A 25 3/4" 2% SLOPE MINIMUM COVER DETAIL FRONT VIEW HIGH DENSITY POLYETHYLENE _ 1'-OY2" MIN. f STRUCTURAL o STORM o ( SIDE VIEW METAL DETAIL FOR DEBRIS RACK DMWP&V SEWER ko- I 7/8" BOTTOM VIEW (FOR WATER QUALITY ORIFICE) SHEET 2 OF 5 720 Moorefield Park Drive, ILLEGAL TO DUMP WASTE PRODUCTS 4" SANITARY COVER STORM COVER OF COVER SPECIFICATION REFERENCE STORMWATER MANAGEMENT (SWM) DETAILS Suite 301 ph: 804 323 0656 DRAINS TO BAY 1 1/8" 5" 24" 5" 1/4" 1/4" 3 8' DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) REV. 3/03 fx: 804 272 3916 0 4-1 "0 BOLT HOLES MINIMUM 1 /4" S N A-A 9/16" 1 /4" STORM 9/16" VIRGINIA DEPARTMENT OF TRANSPORTATION 116.05 MEP LU + SMITH TOP SECTION 11508 Allecingie 8„ Parkway Richmond, VA 23235 STORM FRAME & COVER 2" x 3 3/4" ph: 804-423-6444 N.T.S. 2°' x 3 3/4" LETTER SIZE LETTER SIZE fx: 804-423-6445 CLEAN OUT DETAIL N.T.S. m APPLY 2 BEADS OF POLYURETHANE NOTES: ELECTROMETRIC SEALANT/ADHESIVE 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. (SIKAFLEX-11 OR EQUAL) AROUND ENTIRE 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON-SHRINK ..,'., KEY PLAN CIRCUMFERENCE OF RISER RINGS. THERE BE MINIMUM OF GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE TO STR. S4 x 0 SHALL A OVERLAP 2". NOTE: 12" OF ADJUSTING RINGS MAX. WATERPROOFED USING BITUMASTIC WATERPROOFING. c� o HEAVY DUTY MODIFIED FRAME ADJUSTING RINGS REQ'D WHEN [NECESSARY 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL J' & COVER HS-20 RATED WITH TO MATCH GRADE. MIN. 2 BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. Q 24" CLEAR OPENING BOLTS REQ'D TO SECURE ADJUSTMENT 4.) PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 GROUND LINE " STAINLESS STEEL THREADED RINGS TO MH (TO PREVENT LOADING AND SHALL CONFORM TO ASTM 478. 15" RCP '•, 48 CULVERT k ROAD AT 4 LOCATIONS. FIELD HORIZONTAL MOVEMENT). BOLTS TO GO 5.) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 8 THICK WALL (TYP) „ 'F CUT RODS 1" ABOVE TOP OF THRU RINGS AND FRAME. 6.) CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME @ 0.5% NUT. ROUGH EDGES SHALL BE UNEXCAVATED FOR REVIEW BY UVA DURING VACUUM TEST. 6.00' -: J SEE CO.05 FOR ENLARGEMENT GROUND SMOOTH DO NOT GROUT FRAME FLOW ' 00 PRECAST RISER RINGS. DO NOT USE BRICKS. A ; A SEAL $,e ALT11 f?p NUT, STAINLESS STEEL HIGH STRENGTH EPDXY ANCHOR SYSTEM �� WASHERS, AND `. - •� +�,, NEOPRENE WASHER •'; 2 -0" PRECAST FIELD APPLY WEIR WALL =`; .;' , 1 2 $IN M, E E_ BITUMASTIC ON Li OUTSIDE OF RISER n MANHOLE n HALE PLAN VIEW 4'-8"+ (2 x WALL THICKNESS) TOP=559.52 I,i' Na. X506 vim01 ► '", 117 o RINGS. OVERLAP o PRECAST MANHOLE BY ° ... {..F2 �, N n m POST INDICATOR VALVE.321 N.T.S. Sslp���i� 6" MINIMUM 4 - 0"' REVISIONS SEAL JOINT (TYP), SEE SPECS d. COATED STEPS PLAN VIEW NUMBER DATE DESCRIPTION 4' A CAST-IN- CAST-IN- PNCE q 1 09/15/11 100% CO'S 2 09/25/11 REVISION #1 3 10/18/11 REVISION #2 BEVEL 45° - FINISHED GRADE 4 1vo8/11 REVISION #3 . 8" THICK SLAB (TYP) 5 12/01/11 REVISION #4 4'-0" B B 0 12/21/11 REVISION #5 - - FINISHED GRADE 48"x6.0" ORIFICE 0.50' TOP OF WEIR INV = 558.50 >' = 559.52 PRECAST REINFORCED ( ° . 2.75' �; . 4J., a <� a,, a_4,.. S4 28 x 1.0 ORIFICE CONCRETE SECTIONS a --� TO STR. 2.25 48" CULVERT 4.33 INV = 555.52 WITH "0" RING SEALS i o, 15" RCP @ 0 5% ;j ;J, 44 PROJECT NUMBER . :q. I p , o • . , ----- - FLOW a 4 1610 A FILLETED INVERT FORA " a.. SMOOTH TRANSITION OF FLOW DATE BETWEEN INLET & OUTLET Jf 6.00' PIPE SHALL BE PROVIDED y ^. >< a.. 4' 0" - DEC 1, EMBER 2 2017 .:A` : ,:.: 'a:;.' . a. FLEXIBLE BOOT SLOPE GROUT @ 1.00% ..... 000j 1- oo�� oo CONNECTION (TYP) INV. OUT = 555.42 5.50 SHEET TITLE CONCRETE FOOTING VDOT SWM-DR DEBRIS RACK CONSTRUCTION WITH NO 68DDITONE NG DIAMETER= 4'-8"+ (2 x WALL THICKNESS) SECTION A SECTION B DETAILS SECTION B-B HALE SECTION A-A PRE-CAST CONCRETE STORM SEWER MANHOLE DETAIL (WITH FRAME AND COVER REMOVED) N,T.S. ��� STORMWATER OUTLET CONTROL WEIR DETAIL - STRUCTURE S6 �Jlrl�� i SHEET NUMBER C5.03 LC MAX. 7'-2" MIN. -----I 1v 3'-0" _ 1 z 0 -----1 �z L 5 PLAN (SLOT REMOVED) CONCRETE GUTTER FOR DI -12A ONLY--\ -SEE NOTE 7 44 BARS Q 6" C -CIS C ro E.W.,E.F, p ~ V 2 -C-v-00 L-- - - LJ Cn L = \ v 0� __SEE _ SEE NOTE 14 2 DIM_ DEPTH 8" L 0 12" W PS. SEE NOTE 5. 16' TO 25 X �1 + 60 0 PLAN (SLOT REMOVED) SEE NOTE 7 __ fid- BARS Q E'7C E. W., E.F. 1 -T - - -- /2 CEMENT PLASTER COAT DI -12,12A_ X 60" PIPE DIM_ DEPTH 8" 0' TO 10'-- 12" 10' TO 15 6" 16' TO 25 Y DEPTH DIM. _ 5" 0' TO 12' 10" 12'TO 25' r -'-CONCRETE GUTTER FOR DI -12A ONLY CEMENT PLASTER COAT LiJ oR w X D STEPS. SFE NOTE 5. Q x" LC a w }, PIPES ARE TO BE SEALED 8,. w 6, Cr rn N PL ACE WITH MORTAR ac 0 = ( z !SECTIO WELDED 'JURE FABRIC I5 (CAS T IN PLACE) HALF SECTION HALF SECTION MAXIMUM DEPTH UNLIMITED, 60" MINIMUM DIAMETER. BRICK CONCRETE BLOCK NOTES 6. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 15. FOR DETAILS OF CONCRETE SLOT, COLLAR AND 1. USE OF INLET RESTRICTED TO NON -VEHICULAR OR GREATER. FOR DETAILS SEE STANDARD ST -1. GRATE, AND METHOD OF PLACING APPROACH LOCATIONS. GUTTER SEE SHEET 2 OF 3. 7. CHAMBER MAY BE PRECAST. SEE STANDARD 2. DEPTH OF INLET (H) AND LENGTH (U TO BE 103.10 FOR DETAILS. 16, PAVED DITCHES ARE TO BE TRANSIFIONED TO SFIOWN ON PLANS.8. 4- 4 DOWELS 12" LONG SPACED AT 12" C-0 MEET INLET GUTTER AS SHOWN IN ST'D. PG -2A. 3. THE "H" DIMENSION SHOWN ON THE STANDARDS ALL SIDES. 17, QUANTITIES SHOWN ARE FOR INLETS WITHOUT AND SPECIFIED ON THE PLANS WILL BE PIPES. PIPE DISPLACEMENTS MUST BE DEDUCTED MEASURED FROM THE INVERT OF THE OUTFALL 9. FOOTING MAY BE ROUND OR SQUARE IN SHAPE. TO OBTAIN TRUE QUANTITIES. SEF_ SHEET 3 OF 3 PIPE TO THE TOP OF THE STRUCTURE. KEY IS TO BE 1" DEEP X WALL THICKNESS + I". FOR QUANTITIES, 4. WHEN SPECIFIED ON THE PLANS THE INVERT IS 10. ALL REINFORCING STEEL SHALL HAVE A MIN. 18. PROVIDE SAFETY SLABS WHEN SPECIFIED ON TO BE SHAPED IN ACCORDANCE WITH STANDARD COVER OF 2". THE PLANS. MAT THE COST OF FURNISHING AND NGISPLACING ALL 11. ALL REINFORCING STEEL TO BE CUT CLEAR OF 19, SEE TABULATION CHART ON SHEET 3 OF 3 FOR MATERIALS INCIDENTAL TO THE SHAPING I� TO BE INCLUDED IN THE BID PRICE FOR. THE STRUCTURE. ALL OPENINGS BY 2". FOR MINIMUM DEPTH (H). 5. IN THE EVENT THE INVERT OF THE OUTFALL 12. CAST -IN PLACE CONCP,ETE IS TO BE CLASS A3 20. 10" THICK SLAB FOR PIPE SIZES 60" TO 72" IN DIAMETER. PIPE IS HIGHER THAN THE BOTTOM OF THE (3000 PSI). PRECAST CONCRETE IS TO BE S1,RUCFURE, 'HE INVERT OF THE STRUCTURE 4000 PSI. 21. THE TYPE OF INLET DETAILED 'HEREON TO BE SHALL BE SHAPED WITH CEMENT MORTAR TO CONSTRUCTED WILL BE AT THE OPTIDN OF THE PREVENT STANDING OR PONDING OF 'WATER 13. ALL REINFORCING BARS TO BE #4. CONTRACTOR. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 14. GRATE BARS TO BE INSTALLED SO THEY WILL 22.. DI -12 NO GUTTER. THE SHAPING IS TO BE INCLUDED IN THE BID - BE ALIGNED PARALLEL TO DITCH FLOW. DL- 12A PERIPHERAL GUTTER. PRICE FOR THE STRUCTURE. SHEET ]OF 3 SPECIFICATION REFERENCE MUETIGRATE DROP INLET 233 FOR PIPE SIZES -1211 TO 7211 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04.30 I END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE ,-HUB END ON OUTLET ENO-S,OTIOFd'S \ SPIGOT ENG 4N INLET DID -SECTION _ _ _ - - - w -� CO CRETE . 10 BE 4000 PSI MINIMUM - - HQ6 END ON OUTLET E ZD SEC -!IONS SPIGOT ENP ON INLET END -SECTION ,I-.:- F ~ � _ .^,.-. A _..._ - j CONCRETE TO BE j_ •,1111 - - - ..-- - ..-. - _ .�I 4080 'PSI MINIMU" 1 - -.. (22.5" FOR COMPOUND METER) L ~ PLAN o. PLAN DIMENSION d . ea .d _ a d C B DIAMETER C , E I - --id'ORO - BAR OR STEE DIAMETER (3F. PIPL, OF PPS. 3:�, SC DP 7_71REINFORCEtAENT'---------- 1 INTIAL BACKFILL* , I D� ° LINE E I f _ PAY LINE END VIEWPAY SECTION X -X_ END VIEW SECTION 7(-X BY HAND OR APPROVED END SECTION DIMENSIONS MECHANICAL TAMPER END SECTION DIMENSIONS HAUNCHING FIFE VAMET£R A B O D E - - POP£ DIAMETER A B C D E 121' 4•'2.,g.,. 2'10" 4_0, 1..11, BEDDING 6" max 12,. 4.1 0„ 4-1" 6-1" 1 2--0" 6., 2-„3., 11-91, -O. 2 6.. 15,. 6.1 2-3., 3 10" 6--1" 2.b" g.. 2N3"3 V,. 4,-0- 0., REQUIRED WHEN SOIL 16., 01. 3., 3 _ O" 13 1.,. 3 D„ CONDITIONS ARE UNSTABLE ZI•' -V " 2 li 2 F' 51.0' 3-6" 21" 9" 2`11' T-211 8-1" 1 x-5- 24" sib„ 3,,,7" 2.-6" 6._1,. 4,_0., 24.. 27„ 10 4'-01, 21-1„ 8•-1.. 4._6.1 27,. lOi d�_O•' 2`-h/" 6'-4, 4,.b„ .g.. 4,„ }.-7.E" 6--IYi• 5,_D., 300. 7.. »6 30" 1:_0., 4'-V «-7 .e 6'-1 " 331, T --1r''' 4`-,O1 . 2'-31/" 7'-1 5' &" 33" 1 V_h' .4'-'tI ' 3'-,3 4" 5,, 1 51.61,. 36.. P_3.. 5.-3k• ?'_iD ., 8._1y.. 6.,_v 361" i°-3" a_t2'_;074' 8'_1= „ " 42.. .1.-0., 6._3.. 2'_14•• 8'-2" b'_6" 42•' 4Ls.' 2,_O,� +5•_0•' 2,_Q1 7._0., 48" �,._D•., 6._0.. 2'-2,+ 81_2., T.11, 541; 1 2,_3,. V_5". 2,-01 . 8._2., , 7._6.1 54" T.-��, B._6„-?�-1t" 8'-4" 7..6,. fig" 2`-11" 1 S._D,. 3'-3" 1 8'-3" I 8'-{V' 6G"' 2'-b" 5''C!"" 3•_3:• 8,.3.. 8.-0„ LENGTH OF PIPE ++ -- PAY LPNE SIi0Uf.0£g-; NOTES - <CULVERT-/ _ - - PIPE I.EN Tt1$ 5H0W14 ON PLANS ARE E'A.SED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRA.CTOIY ELECTS TO USE THE ALTEAHATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL, RE REDUCED 8Y - THE DIFFERENCE IN DITAENS1039 "U", SLOPE DETAIL SPECIFICAWNI R,fERENCE. FLARED END SECTION Xvoorr ROAD AND BRIDC,E STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATP SHEET 1 OF i 102.1+1 ViftG:NiA QZPARTMENT OF TRANSPORTATION SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN SALT - TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 TD -31 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Q AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i TO HIGHWAY DEPARTMENT APPROVAL. 4 FINISHED GRADE iI ADJUSTABLE VALVE BOX W/ LID d - z � dN- - M.J. GATE VALVE - - - - - -- Alz WATER LINE j 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK a v. a 4 . a a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 i� NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE N01 NO TYPICAL_ SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 " COMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL DUAL SERVICE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R OOMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COI FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID RADE :TER )x OPPERSETTER :TER AS INtuLSSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG. W -6A TD -10 WATER MAI VARIES KtJIKAIINLU JVIINI rlI IIIVIiJ _VE BOX TO METER BOX (SEE FIG. W-6 THRU W -7E). ZIES-2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE, • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W -6C TD -12 a d .. da d. .a a. a. d' ed d Q A ' n •' n O • 4 a. Q d a REMAINING BACKFILL SHALL 6" MIN. 17.5" 6" MIN. NOT CONTAIN ROCK MATERIAL (22.5" FOR COMPOUND METER) 36"MIN LARGER THAN 5" IN ANY o. DIMENSION d . ea .d _ a d 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE N01 NO TYPICAL_ SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 " COMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL DUAL SERVICE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R OOMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COI FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID RADE :TER )x OPPERSETTER :TER AS INtuLSSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG. W -6A TD -10 WATER MAI VARIES KtJIKAIINLU JVIINI rlI IIIVIiJ _VE BOX TO METER BOX (SEE FIG. W-6 THRU W -7E). ZIES-2" COPPER 2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE, • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W -6C TD -12 a d .. da d. .a a. a. d' ed d Q A ' n •' n O • 4 a. Q d a 6" MIN. 17.5" 6" MIN. q (22.5" FOR COMPOUND METER) d% o. d d . ea .d _ a d L-0 60" _ 4. 36" 4 (22.5" FOR COMPOUND METER) I-.F--17.5" 44" MIN. 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 (2" METER NTS FIG. W -7C TD -16 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN W, SEE CO.05 FOR ENLARGEMENT SEAL T, 0N,14.1 N� AV �NN;1E'� : 40 I10 * 4101 Li , No. jK306 rd I REVISIONS NUMBER DATE DESCRIPTION 1 09/15/11 100% CI 2 09/25/11 REVISION #1 3 10/18/17 REVISION #2 4 11/08/11 REVISION #3 5 12/01/11 REVISION #4 6 12/21/11 REVISION #5 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 05.04 JUNCTION B0XE9, TRANSFORMER PADS' PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �°�---101±---=~- _lO'j_ l V 1-4 � . y | b. 1|| 10, 1 | | [- WATER SEWER � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS/ WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER ------ 30' MINIMUM � SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER & SEWER SYSTEM3, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90^ TO THE RIGHT OF WAY. UTILITY LOCATIONS �� EASEMENT UU|FlT�� L� ||L-| | | (}� YY|L/ WIDTHS NTS FIG. W-1 ��0D� ��lUN��T|[lN KJ�T��|�| �O���Y �(lUND�T|(lN k��T��|�| GOOD FOUNDATION '''~'` ''''''^-'`'''^- ROCKY FOUNDATION .,.,,.,_.,.,,`_ INITIAL BACKFILL * STABLE 3D|L ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT 'THE 30L OR PROVIDE A 4" BEDDING OF #08 STONE. FOUNDATION IN POOR SOIL UNDER—CUT '/N0'T|lN INITIAL BACKFILL � STONE | NOTE 1.N[) ROCKS SHALL BE /\L[()WE[) WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. N{} ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SH/\U- BE DUG OUT IN ALL CASES. DUCTILE |R\kWATER PIPE |NSTA AT|[N & BEDDING NTS FI G. W-2 � ~ FOR ALL BENDS � SECTION 1-1 , FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR |F REQUIRED. NC AS | ]|RED SECTION 2_2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. 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. TEE CONCRETE THRUST BLOCKS 2500 P.S.I. CONCRETE THRUST BLOCK--,* NTS BASE AND THR -- BLOCK AGAINST UNDISTURBED SOIL - EDGE t �� �- -------- 0F TREMCH��k@N. �_ ��� NOTES: � * NOT TO 3C/\iE � 0 NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS * 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. * 3' k4|N|WUW VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE AC3A. RESTRAINED JOINT FITTINGS * CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. * THE CONSULTING ENGINEER SH/\U- BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. ADDITION TYPICAL | �[�U�`[� THRUST | |[|\/�\L- |\L-L/L/L,L_|\ || ||\\J.� | LJL-L/\/[\ BLOCK NTS SHALL RG. W -3D | SUPPORT 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. TEE CONCRETE THRUST BLOCKS 2500 P.S.I. CONCRETE THRUST BLOCK--,* NTS BASE AND THR -- BLOCK AGAINST INISHED GRADE IT 17:7 FF771­1 77 _ 0-3 TRENCH REDUCER . 4 2500 P.S.I. CONCRETE THRUST BLOCK ________________ UNDISTURBED SOIL MIN. PROFILE VIEW UNDISTURBED SOIL EDGE DIMENSION DIMENSION __ '44 REDUCER O" GREATER THAN 4' PROPOSALS WILL BE SUBMITTED1 TEE 2500 P.S.I. CONCRETE 2500 P.S.I. CONCRETE THRUST BLOCK--,* BASE AND THR -- BLOCK AGAINST UNDISTURBED SOIL - EDGE t �� �- -------- 0F TREMCH��k@N. �_ ��� NOTES: � * NOT TO 3C/\iE � 0 NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS * 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. * 3' k4|N|WUW VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE AC3A. RESTRAINED JOINT FITTINGS * CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. * THE CONSULTING ENGINEER SH/\U- BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. ADDITION TYPICAL | �[�U�`[� THRUST | |[|\/�\L- |\L-L/L/L,L_|\ || ||\\J.� | LJL-L/\/[\ BLOCK NTS SHALL RG. W -3D | ASTIM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED ALL—THREAD ROD WATER MAIN ISTURBED EARTH VALVE 24" MIN UNDISTURBED EARTH PLAN —CLASS A-3 CONCRETE MIN ,—MEGA—LUG MIN 18" ELEVATION UNDISTURBED EARTH—/4 24" TRENCH 24" MIN WIDTH MIN SECTION 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C METER SIZE DIMENSION DIMENSION DIMENSION VALVE O" GREATER THAN 4' PROPOSALS WILL BE SUBMITTED1 _ DOOR HINGES F- — — — ' LIFT HANDLE | \ . \ L_____________ 7-\/[}|/^/\| M[ -7-['R VAULT 7- TD -7 TD -14 SIDE VIEW .75r DIAMETER DRILLED iULE FOR TOUCH READ ]NITS. TOP VIEW 3"DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS [�THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN T 42"'MIN VALVE O" TEE 2500 P.S.I. CONCRETE BASE AND THR BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A RLL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. mpVmoHN A J 1/2� MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) J. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS' THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. R&#-4 COVER UFT NOTCH 12 3/821 - WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL VE7E] BOXES '/ ' \5 J 1 METERS) NTS RG. W-7 TD-1� 414 West Franklin Street Richmond, Virginia 0220 r- 804-344-4405 fx: 804-344-4406 PROJECT TITLE UV8 GOLF wvn |NF\/�yl� ��8/`T|��� uv������/` PRACTICE / /���_ FACILITY / r`��/�// / CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA230G0 ph: 804.290.7957 fX: 804.200.7928 LANDSCAPE &ECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA22002 ph: (703) 682-4965 N © KNOX' Knox-Box@ 3200 Series 13.38" 5-ing First Responders Since 1975 I-11IN00ORMOOEL MOUNTING 1. G 1 Recessed Mounting Kit BACK i 13.62" f-- - Suggested minimum mounting height The 3200 Recessed Mounting Kit (RMK) is used Carolina Stalite Company Page I of 1 - / - _111 6 feet above ground for recessed models only. It contains a shell Compressive Strength ofStructzcralSoil April 10, 2003 - _ - Large housing and mounting hardware to be cast-in- Optional Thick RearTamper steel place in new concrete or masonry construction. 414 West Franklin Street Richmond, Virginia 23220 RESEARCH REPORT Swite" washer After construction is completed, the KNOX-BOX I 2 � h $04-344-4405 p: � mounts inside the RMK. The RMK may only be fx: 804-344-4406 COMPRESSIVE STRENGTH TESTING OF STALITE STRUCTURAL SOIL l I" "" used in new concrete or masonry construction. The purpose of this test is to determine the compressive strength of STALITE Door-- To building alarm 5yotem To Installation In Cast Concrete TITLE Structural Soil for use as it applies to fire lane applications. The test is designed `s 13.56 DO NOT POLLUTE DRAINS TO WATERWAYS wngeU Optional building The optional Recessed Mounting Kit is for use Door Tamper alarmto determine the actual resistance to deformation of the Structural Soil Mixture. Switch 5yctem in new concrete or masonry construction only.GOLF FINDOOR The test is not an indication of the allowable bearing pressure that can be D°°r-- ; The kit includes a shell housing and mounting PRACTICE achieved using the Structural Soil Mixture, since such a determination has many 3/a°Grade Sorhardware to be cast-in-place. The KNOX-BOX is variables, which cannot be addressed by this test. �� Grade8Fa5ter,er _5°lid mounted into the shell housing after construction FACILITY Solid concrete wall - Flange ., wail°rete is completed. Testing Apparatus: STALITE'S Quality Control Laboratory constructed a steel box to use for testing 3200 Series Hinged Door 3200 Series Hinged Door Dimensions CONSULTANTS the aggregate. The box was constructed of '/2 inch steel with welded joints. The L Surface Mount Recess Mount Rough-in Dimensions: 6-1/2"H x 6-1/2"w x 5"D inside dimensions of the box were 11 inches wide by 11 inches long by 8 inches CIVIL tall. The loadinglate for the box was constructed of 3/ inch steel and had p 0.38" Inside View IMPORTANT: Care should be taken #o insure that DEWBERRY sufficient clearance on all sides as to prevent binding during loading.SEE LANDSCAPE SPEC -- g° r 31/+° v 8° the front of the RMK shell housing, including the 4805 Lake Brook Dr, Suite 200 FOR GRATE TYPE DRAINAGE NAGE STRU CTU RE 3 4 3 _, --- �- cover plate and screw heads, is flash with the Glen Allen, VA 23060 Test Method: Compacted Aggregate pSwitch Rear Tamper p Hole rey Hook Haler "5" finish wall. The RMK must be plumbed to insure ph: 804.290.7957 The STALITE Structural Soil was at 12% total moisture content at the time of (12" BLACK NYLOPLAST GRATE FOR AREA DRAIN) X-;- r ` X� - t vertical all of the vault. fx: 804.290.7928 testing. The material was placed into the box in 3 layers and compacted using a gnment o � 2-5/16„ 5.5 Ib proctor hammer having 12 inches of fall. The aggregate was compacted - - �,- X -- -t 4 LANDSCAPE AECOM Charlottesville N.T.S. similar to ASTM D-698 having 2 blows per in of surface area. The compacted ? 18, Recessed Mounting Using aggregate was then covered with the loading late and laced in a Forney g P p y 2° RMK shell it x� x� { - � Recessed Mounting Kit (RMK) mounted will 455 Second Street SE Suite 100 calibrated load frame. The load frame was used to load the aggregate to the W, � failure criterion of '/2 inch deflection. The '/2 inch of deflection was used as the KNOX-130X° construction Charlottesville VA 22902 failure criterion, giving a safety factor of 2 for general geotechnical applications. l All mounting Alarm Wire Holes marked "X" are mounts inside `�-� Knockouts holes are x/16" Exit Opening used for mounting with RMK Shell after, diameter. For -Rear Tamp er at least 3/8" Grade 5 or completion of I ��\ �. - for alarm ph: (703) 682-4965 STRUCTURDMWP&yAL Test Material Properties: The STALITE Structural Soil consisted of: mounting uoe 5witchGrade 8 fasteners construction wire conduit at least 3/5" Mounting Holes\. Trim rebar Grade 5 or Grade 8 j\ for tie-in 720 Moorefield Park Drive, 12>> SQUARE fasteners IIS _ _ to wall if to wall Suite 301 75% Stalite, 3/8" Expanded Slate Lightweight Aggregate 20% Sand ` a `\�. � ') ar Attention: KNOX-BOX° is a very strong device that MUST be mounted properly to �!' - J _- D y ph: 804 323 0656 fx: 804 272 3916 5% Compost ensure maximum security and resist physical attack. 0 6... Test Results: Knox° Rapid Entry System U I \ j The Knox Company manufactures a complete line of high security products including MEP LU +SMITH CAST IRON GRATE TOP Knox-Box key boxes, key vaults, cabinets, key switches, padlocks, locking FDC caps,FIaS e \ nee plugs and electronic master key security systems For more info information or \ 11508 Allecingie Parkway Richmond, VA 23235 Material [)efleption (.. Arty # 1pd ISI ..,F. Mounting 5tudr assistance, please call Customer Service at 1-800-552-5669. provided inside RMK Shell Concrete or ph: 804-423-6444 Structural '/2 inch Compacted 121 in2 40320 Ib 47,984 333 Soil to accommodate masonry wall fx: 804-423-6445 KNOX-DOXcl construction Structural 1 inch Compacted 121 in 21453201b 172,942 1201 Soil KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-2299 • Web: www.knoxbox.com • E-mail: info@knoxbox.com ©Copyright 2013. Knox Company hdKT-K6SPEGOQI9-E INTERIOR OF RISER PIPE SHALL BE BLACK (TYP) KEY PLAN Gold Hill Quality Control Lab NOTES: ,r P 1. YARD INLET SHALL HAVE DURA-COATED CAST IRON BODY WITH PROMENADE FRAME a AND HS20 HEAVY-DUTY, HEEL-PROOF GRATE WITH COMBINED MEMBRANE FLASHING CLAMP/GRAVEL GUARD, k 7 2. DRAIN SHALL HAVE A GRATE OPEN OF AREA OF 44 SQ. IN. : ' (( �, ��.. 1„, 3. DRAIN SHALL BE ABLE TO CONNECT TO PIPES WITH DIAMETER OF 10 IN. OR Sand Based Sod ,..: ...,:;:�. .> . _4.. ht !tt f>?tj+�itf®}'��rttf; 4#�.i�tAp •� •t;,ik, •4t�'ttt}v �t tfra SMALLER. 4. PIPE SHALL BE BLACK IN COLOR. 5. DRAINS SHALL BE SET IN CONCRETE FOR STABILIZATION, NO CONCRETE SHALL BE SEE C0.05 FOR ENLARGEMENT ` , STALITE Structural :� ' "* " fr"° Compact two VISIBLE AT THE SURFACE. SoilforTurf�. passes with a SEAL viboratory plate or roller t�AREA Geo Grid �t,;rt ��.t ext ►,�*y t .t ►..''t.r.�ttx �r .•t r xtt, DRAIN ,Lxl' �}p � `<.�.r►4�.r:twrsw+4; a,rw�t :;i,�r�1�, t*ir.., 'A-�«�w4�t.e��ray 'A AAA a AAAAAA N.T.S. Drain wlFilter Fabric (washed stone) Compacted subgrad at 95% A .V Li- No '+Cw Standard Proctor INLET GRATE FRAME AND COVER. SEE DETAIL THIS SHEET. Density BOLT FRAME TO STRUCTURE,' 2.0' MIN. 0 SS�O�yG 3000 PSI 1.0' 1.0' REVISIONS i Olson 18" SQUARE ADA GRATE CONCRETE 2.5 2.5' NUMBER DATE DESCRIPTION DETAIL-STALITE STRUCTURAL SOIL FOR REINFORCED TURF AND FIRELANES (SEE DETAIL) BITUMINOUS1.5' CHAMFER SURFACE 1 09/15/17 100%CD's 2 09/25/11 REVISION #1 _ 3 10/18/11 REVISION#2 4 11/08/11 REVISION #3 4' MAX FLEXIBLE BOOT 5 12/01/17 REVISION #4 6 12/21/17 REVISION#5 CONNECTOR PRECAST CONCRETE DRAINAGE STRUCTURE STORM PIPE, NOTE HS-20 RATED a 1/2" o 0 o COMPACTED BASE COURSE MAX INLET SHAPING 2'x2' INSIDE PER VDOT IS-1 MIN. 6" BEDDING DIMENSION 1/2" DIA. STEEL RODS (#4 REBAR) 19 3/4" A A WITH #21-13 STONE SECTION VIEW TOP VIEW 2.0' MINIMUM LENGTH ELEVATION VIEW A 2.5' FROM EDGE 9" OF PVMT. PROJECT NUMBER 1610 1 /2" NOTES: NOTES: 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU 1.5" 2-#3 BARS DATE 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON-SHRINK GROUT INSIDE CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. DECEMBER 21, 2017 AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. SEE MANHOLE JOINT DETAIL. 2. SEE SITE PLAN FOR CURB STOP LOCATIONS, TYPICALLY 6" 4" PLACED 2' OFF OF EDGE OF PAVEMENT. SHEET TITLE 18" MIN. 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET 3. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, UUUUUUI FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID CONSTRUCTION 4.) PRECAST STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR DETAILS CASTING SHALL SHALL CONFORM TO ASTM 478. PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BY 1/2" DIA. STEEL RODS BE ADA COMPLIANT TOP SECTION A-A 5.) NO CONCRETE SHALL BE VISIBLE AT THE GROUND SURFACE, UVA. BROWN SAND UNDER CONCRETE SHALL HAVE (#4 REBAR) 2.0' MINIMUM LENGTH WITH 1/2" OPENINGS 6.) PROVIDE INLET SHAPING PER THE VDOT STANDARD METHOD OF SHAPING MANHOLE AND INLET INVERTS CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING DETAIL (IS-1). ADJACENT WALKS. SECTION A-A YARD INLET GRATE DETAIL YARD INLET DETAIL WHEELBLOCK DETAIL SHEETNUMBER N.T.S. C5s06 N.T.S. N.T.S. SLOPED AREA RUBBER COATED STEEL STEPS FRAME & COVER CASTIN PLACE SEE FIG. S -I -D, E PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL REMAINING BACKFILL SHALL 2'-0" 414 West Franklin Street 36"MIN NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY " 1 -0 MAX o Richmond, Virginia 23220 DIMENSION ph: 804-344-4405 24"MI �j A FITTING MAY BE REQUIRED fx: 804-344-4406 PL ROADWAY I� INTIAL BACKFILL* p D WITH ACSA APPROVAL. 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED i SPRING LINE BY HAND OR APPROVED THE DROP CONNECTION SHALL BE PROJECT TITLE • OF PIPE MECHANICAL TAMPER 3'-0" MIN � DUCTILE IRON PIPE (CLASS 50) HAUNCHING a 0 BACKFILLED IN 6" LAYERS AND UVA GOLF ` I N0. 68 STONE — — . 5" COMPACTED BY HAND TAMPERS OR INDOOR PRACTICE o BEDDING 6" max BACKFILLED WITH SELF -COMPACTING c� 4" min STONE. FACILITY FOUNDATION (SHALL BE 12" MIN = PAVEMENT C° I REQUIRED WHEN SOIL 16 MAXI MINIMUM ELEVATION DIFFERENCE _ CONDITIONS ARE UNSTABLE © ACROSS M.H. FROM INLET TO ."SII 11= 1111 ALL PIPE) © 5 OUTLET SHALL BE 0.20 FEET CONSULTANTS 17 = _,— ( T 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH CIVIL -' 42" MIN, J_ COATED STEEL BAND OR STAINLESS VARIE . TRANSITION OF FLOW BETWEEN DEWBERRY 0,25" MIN, THICKNESS STEEL CASING INSULATORS 42 MIN. " °D ° a INLET & OULET PIPE SHALL BE 4805 Lake Brook Dr, 200 STEEL CASING 12 CONCRETE FILL PROVIDED. BOTH ENDS o �' Glen Allen, VA 2306pSuite NOTE 4 _ FITTING DIMENSION VARIES WITH SLOPE. ;. ph: 804.290.7957 a i - 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE ° . D g fx: 804.290.7928 I BACKFILLED ENTIRELY WITH NO. 21A STONE. 12 • �. D e.• p n LANDSCAPE 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED D' AECOM Charlottesville 2'-0" 1 7' OR 8'-1 7' OR 8' 2'-0" AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 3/4 DIA OF LARGEST 455 Second Street SE �8--0� STONE SHALL BE PROVIDED PIPE IN MANHOLE Suite 100 18' OR 20' J❑INT OF D.I. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" MIN. 6" BEDDING WITH NO. 68 STONE Charlottesville, VA 22902 DUCTILE IRON PIPE BEDDING OF NO. 68 STONE RESTRAINED JOINTS) ph: (703) 682-4965 NOTES: NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE STRUCTURAL PAVEMENT, WHICHEVER IS GREATER. SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. DMWP&V 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 720 Moorefield Park Drive, OR NON -EXTENDED BASES. Suite 301 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERP❑INT OF PIPE JOINT,EXTENDED TYPICAL SEWER PIPE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. p h 804 323 0656 WATER INSTALLATION IN TRENCH fx: 804 272 3916 TYPICAL STEEL SLEEVE INSTALLATION IEP LU + SMITH UNDER ROADWAYS NTS 11508 Allecingie Parkway FIG. S-3 N.T.S Richmond, VA 23235 FIG. W-10 TYPICAL MANHOLE DROP CONNECTION ph: 804-423-6444 TD -34 ATH STEEP INCOMING SLOPE fx: 804-423-6445 NTS FIG. S -1-C1 TD -29 KEY PLAN SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS GRADE INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE FRAME & COVER /—FINISHED LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE (SEE FIG. S-I-D,E) TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 111;,111,; 111, IIIA III III ;,111,;,111„ TO THE MANHOLE. STREET SURFACE OR ° 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL NON -PAVED AREA AIR RELEASE VALVE `�' BE CONNECTED USING A PIPE SADDLE. SLOPED AREA / SEE CO.05 FOR ENLARGEMENT a 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1 SEAL ” J (1/4" PER FOOT) � 1':-?0"^'MAX BRASS OR BRONZE PIPE BRONZE GATE VALVE z 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN, „ . 0�'1' DIAMETER OF 4". 2 -0 + II 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER a DRAIN TO GRADE I II I i, IF POSSIBLE 111=1i, 3000 PSI CONC. BASE OF 3 FEET. RUBBER COATED STEEL 3 -0 MIN IN ivI. + BENCH SLOPED TO FLOW SALT STEPS CAST IN PLACE TREATED PRECAST REINFORCED • Li No. 5506 — CHANNEL 1/4" : 1' MIN FINISHED GROUND 2x4 CONCRETE SECTIONS 12 MIN � MARKER ,> „ ss o O RING SEALS a 16 MAX INV At BRICK SUPPORTS OR o ° MINIMUM ELEVATION � REVISIONS SOLID CEMENT BLOCKS ,�r�-� � /� DIFFERENCE ACROSS M. H. 5 41-01) CRUSHED STONE i ���� % _ FROM INLET TO OUTLET 5 NUMBER DATE DESCRIPTION 12 _ BRANCH SHALL BE 0.20 FEET. 1 09/15/11 loo%CRIS TYPE "K" SOFT COPPER �� �� _ F �� a �- CONCRETE VARIES DEPTH OF FLOW FILLETS ° 2 09/25/11 REVISION#1 3 10/18/11 REVISION #2 CHANNEL TO BE 4 11/08/11 REVISION #3 3/4 DIAMETER OF 5 12/01/11 REVISION #4 CORPORATION STOP v2 PLUG END OF CONTRIBUTING ..a --� — —� __ _ 0 12/21/11 REVISION #5 0 i � MAIN LINE SERVICE A SEWER. � Q ' LATERAL .01 ° G' d 12" SECTION A FILLETED INVERT FOR A SMOOTH 45°0'0" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE NOTE: PROVIDED. MIN, 6" BEDDING FLEXIBLE CONNECTION NOTE W/ NO. 68 STONE WITH STAINLESS STEEL ALL CONNECTIONS TO NOTES: BAND EXISTING MANHOLES SHALL 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC w BE CORED AND A FLEXIBLE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, -� CONNECTION " BOOT " PROJECT NUMBER SHALL BE USED. INSTALLED 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 1610 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER EXTENDED OR NON -EXTENDED BASES. LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. IN LINE WYE -TEE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN PLAN INSIDE AND OUT. DATE DECEMBER 21, 2017 ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT TYPICAL MANHOLE PLAN TYPICAL MANHOLE SECT ON THE MANHOLE CONE. VARIES SHEET TITLE SHOWING BRANCH TIE - IN SHOWING BRANCH TIE-IN � CONSTRUCTION AIR RELEASE VALVE (ARV) NTS SEWER SERVICE LATERAL CONNECTION N.T.S DETAILS FIG. S -1-A NTS FIG. S-1-13 N.T.S. FIG. W-9 FIG. S-2 T D-25 -f TD -27 TD -33 SHEETNUMBER TD -20 C51.07 GOLF FACILITY FIRE FLOW HYDRAULIC MODEL Dewberry- MEMORANDUM Date: Friday, September 15, 2017 Subject: UVA Golf Facility Fire Flow Hydraulic Model Albemarle County Service Authority (ACSA) requested a fire flow evaluation to verify that the waterline extension to the UVA Golf Facility will meet the minimum fire flow requirements of 1500 gpm at 20 psi. The model was based on one hydrant flow test conducted by ACSA on June 3, 2015 (see attached). Where data was not available, conservative assumptions were made including: • Existing and proposed waterline material assumed to be ductile iron (C=130) • Elevations were assigned using project topographical survey • WaterCAD model was based upon proposed alignment System demand was estimated from meter data for the existing squash and existing golf club facility. A max day demand factor of 2 was used. It was assumed that there will be no demand at the proposed golf facility during a fire event. As previously mentioned, one hydrant was flow tested (see attached) for residual pressure and available flow. Based on the residual pressures, a simulated flow versus pressure curve was developed and input into the model. An elevation of 572 feet was assumed at hydrant 10143. An instantaneous fire flow analysis was performed assuming a minimum of 20 psi was required. The curves below displays the modeled available fire flow at any given pressure assuming that J-28 was at elevation 551' and J-18 was at elevation 575'. Attachments: Dewberry - 1. Attachment ewberry-1.Attachment A — ACSA Hydrant Flow Test Report, June 3, 2015 2. Attachment B — Hydrant Flow Test Simulated Pump Curve 3. Attachment C — WaterCAD Model Map cc: Amy Bird Memorandum 11 of 2 MEMORANDUM Memorandum 1 2 of 2 ATTACHMENT A - ACSA HYDRANT FLOW TEST REPORT, JUNE 37 2015 ♦7G1"YiCe Aced h1lrty drant�F,low , 7 , , ,_. Date of Report 6/5/2015 .: PortGu spanrmtctr ,easevnrzssit„a+aaY rz+stt .',;- Location Ednam Date and Time of Test 6/3/2015 11:00:00 AM Minutes of Flow 2 Pipe Size (inches) 10 Pressure Hydrant 10143 Static Pressure (psi) 76 Residual Pressure (psi) 64 Flow Hydrant #1 12579 Pitot Pressure #1 (psi) 37 Test Flow 1 850 Flow Hydrant #2 Pitot Pressure #2 (psi) Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 0 Total Estimated Flow (gpm) 850 Estimated Consumption (gal) 1700 AW WA Q20 Calculation (gpm) 1953 (Value of zero indicates insufficient pressure drop for calculation) Comments Non-AWWA configured test based upon customer request For method of calculating pitot flow with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AWWA (All tests conducted using 25 discharge outlet unless otherwise specified) Signature of Tester; j Service Auth6rity �><rva;cl � CcnsssihcJ g Pressure Hydrant Asa n DISCLAIMER Utilities, structures, lot lines, and all appurtenances indicated on this map are intended for general layout and reference location only. This printout is not intended for any other use than for preliminary planning and general location purposes, The utilities shown on this map are believed to be accurate, however, recent utility improvements and/or system changes may have been updated in our mapping since thetime of this printout. CcntactACSA directly for specific utility locations. Aerial Imagery b 2007 Commonwealth of Virginia Parcel Information Property of County of Albemarle 572 Flow Hydrant 41 Legend wHydrant InService, Ownership Not In Service, ACSA Owned Not In Service, Private Ownership } In Service, Private Ownership �. In Service, ACSA Owned wMain Ownership _ACSA Private Ownership ----- 2007 4' Contours 20 60 0 120 Feet ATTACHMENT B - HYDRANT TEST CALCULATED FLOW VERSUS PRESSURE CURVE +� Old Dominion Utility Services, Inc. 2 • • • • • A Subsidiary of American States Utility Services, Inc. 3 FIRE HYDRANT FIRE FLOW TEST 4 s Date 06/03/15 Time 11:00 Weather 6 7 Flusher/Tester Temperature °F / °C 3 ,Qe.o 500.0 0.0 0.0 Hydrant 12579 Gage (test) Hydrant 2.5 inches Static 76 psi 0.75 Residual 64 psi 37 psi Flow at Residual Pressure 851 gpm Flow available at 20psi residual 1954 gpm 2 Water Used 227 cubic feet 10143 Available Fire Flow 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 II Residual Pressure (psi) ATTACHMENT C - WATERCAD MODEL MAP J-15 (Mtr #1) 31 (Mtr #3) J-32 (Mtr #2) 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Dr, Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290, 7928 LANDSCAPE AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 KEY PLAN SEAL 111111110 VALTki ONW, -010 N M. E E Li-, leo. S �QNAL REVISIONS NUMBER DATE DESCRIPTION 1 09/15/11 100% CO'S 2 09/25/11 REVISION #1 3 10/18/17 REVISION #2 4 11/08/11 REVISION #3 5 12/01/11 REVISION #4 6 12/21/17 REVISION #5 PROJECT NUMBER 1610 DATE DECEMBER 21, 2017 SHEET TITLE FIRE FLOW HYDRAULIC MODEL SHEET NUMBER C6.07 I / , i ,, I i I 11 i \ // / / / 11 / i I / ! I 11 / / / � / 11 r _; Y. vr � Z� _j ... / / I k / � � ,/ � ! I ) 11 I " , ( -1 , ­,"'.­ 'f,"", "t""' - , i I I I I � / - / I '� I I I f � i I i i i i � / I : ­ " / , -, "4) 5 11 11w D11-11iff 1112i ah i I I I i r I I I / Z I 0 , ;/ I \ I ) i , I ; ­,, \ j-� / UV.AF Birdi8void Indoor Golf Facifity Project Loogfim and tyP4 ofptotoalyo "'Ing; I 11 \ / / / ! I � � il I i i ; I __ / � Z 1impned tivnehifli or tunfit9bg hqml the lift1ha doldsifits, . ,-,-.---- 6 or " , /I 1, 1 1 1, ­­ -1 / i I I i ; � I i �_\ -, 2,4sh t?m (072, 010% rwoonflsd COO (0241), A Smhern Mogaplin ?W7) la NI)V'A,Ifngstlallbogitivat�Mk(*Oittilr,Ulgim�booalln%)tcwdntiiappmvodbyktLcolAntykikpwor, Richmond, Virginia 23220 / , /zl I , I I i " / I �,,,,,, /, ,\ / I i , ; I / I I / , z , I � / i, ( tmnk Injection moth*d with a 2 yaur We, Me for retreatineat Spring 2019 1, ! 1 / / - ,/ ) � x /111, I/ I i \ \ I \ \ i I i I to Provide tree pruning, Crown clean And tip thitt, and remove dwd branches , , / ) i / 'N / I I I � , i I I I / " "I / t inch in dimnotar And Isxpr as well % I/ � I I I � � � � I I i i i � \ / I \ C I \ , I �� / I / '� � � \ � , , I , ! � I I I , \ ! � � / - \ -_ - -, / " / � i , / I ,Q1 i k I I \ \ \ 0-- , \ , \ ,M� ntd within 40 f"I of n proposQ 411444 Or 4124314g q4tiVity ,ftlt 134 pfift9W b� f4nJ,;h1&, / / i ,��/, \ \ \ � I i / I \\ \ 'I- line with open grown trees and forest gmm two times ariown dL 9 I Y i t I ! I I I I I /-, ;J_ 1. I � I \ � I � \ \ i \ I I \ i I I I /" 11 �, �, - o Place Alps on fanoes to Inform workea/juaiti oftha purpse of the fence, , , I I / ,/ I ,, . Ci 1 � \1 I / I i I 1 I � 'I", \1 i \ I 1, il , i I " '-f1_`\,__ Provide proper mulohing of areaa under the trus and -whom they receive root i I \� / 1 � � � I I I I \ 'I \_ I \\ 11 i i '�, - ___ -,;z- Not bark mut2h) W When trOnghing iSM14*44 U131hill �11* dMits o(door1q, R;11411 be iiwno eki fit Amy ftm dr; irm);N Peorc zis pcisvlblo, Unnefing / / , I , i I I i � i I / , - , q � � 11 , _1 ph & nutrients make appropriate applig&t,on(s) ahead of onstrucikon. ; 12, clmn= I / /---z, I / I I � 11 I r � � ! / I I \ , ­__ `111 -,-- � - 1 --11-1-1 ,� / JJ '13, RowURd Trait I / I i I/ , , , I / , , / / ) Work,with construction f1rm to not d-Amap roots at the edge of prawn,ation amas, L��, 720 Moorefield Park Drive, f / I il / l / I / / / I / i I i 11 -1, - , I \ I ( / I (' -) / 6,05 0�q 4P � ';,$Ll,� ph: 804 323 0656 I / ! / , / I / / / ( nll I I / I I / i I I / ,) I I I - 11 / I I r I" - I I ') e,� " I I ! i,In, _ I 11 -,-,) , 11 ! ( � I I J -) Cloattly o�,d at%y exposed roots wtqi atutituaw, haftdsow at topper*, a approprigre, OWMRSIONATURR U � /I I , I I / / / I / I I �, \ 1 - Fm: '434) 263-SPC8 Suite 900 li _/ I 1 /, ---, ", / " "I " - - , I t , / / / / / ,/ I 11 ) " J \ �� 11 � __ //"'" __ / // // " - , _� I �,� '/ - / I I ) I &.0/ I - - ,rreat trees with roett damap frorn Soil 0iompaotion or root Cutting as spptiqprute. I / I Il- / , , - I I I I o Adjust 3oo �H or foreitze tmet if �virrinted, Sol] test IN required. � / , / , I '_�11/ / 1, 1i \ I I i 1, I / .1, I I I Conservation Tree Care Plan was prepared by Mr. Michael Neal, I 1, 1 1 \ I - " 1, I - � / - I '� / I \\ \, I "' " ,-, __ " -, -, - - __ - - - ­­', , I I " , , , ', I ­ - - - -­ _ I % \ \ , I ­ ­ - , I -, I , 1, - - I , I , ,- I '. --- - __ --- --- I/- /? �­ / , I i ."', or)lc // 14 "" /I , \' � PROJEC D EEee m b _-, -1 , , I - , ',I _, __", - _,_ - - __ - ___ 1, - ­­ I 1, ', , " 1, --- " \ \ 11 I _­ _..11 I" \-, I-- I' / __ J - I/j// __ _____/ __ - __ - - - - , ri TREE PROTECTION 30 0 ., 30 60 a � TP1.01 CALE 111 = 301-011 1\7� - .1 10������ = 30' TP1 mOl � I[- SCALE OF FEET I � — - - - - — .1 —1 F— / | -1 SITE FURNISHINGS SCHEDULE TYPE MANUFACTURER PRODUCTNAME SIZE QTY NOTES 5 PAVERS CHAIR LANDSCAPEFORMS WELLSPRING 2211X2211X3411 12 NO ARMS, FREESTANDI N/G 1,03 3'x 3', TYP. TABLE LANDSCAPEFORMS WELLSPRING 48" DIA 30" HT 3 FREESTANDING BIKE RACK TREETOPPRODUCTS PARK -IT 2 2211 X 3611 4 SURFACE MOUNT -0 PAVING EDGE ALIGNED 414 West Franklin Street Richmond, Virginia 23220 UNIPERU$ WITH CENTER OF COLUMN 1 ph: 804-344-4405 r4 ASHLAR PATTERN' fx: 804-344-4406 1.03 3 BIKE RACK 1.�03 STONE PAVING FLUSH WITH ROAD PAVING PROJECT TITLE UVA GOLF STONE PIERS BIKE RACKS CENTERED INDOOR PRACTICE 1.03 ON PAVING CENTERLINE FACILITY PAVERS CENTERED ENTRANCE PLAZA ONSULTANTS PAVERS BETWEEN BUILDINGS AND 3'x 3% TYP. ALIGNED WITH PARKING ACCESS AISLE CIVIL DIEWBERRY 14207 POND CHASE PLACE ASPHALI,FAVINU-- SEE CIVIL MAGNOLIA JOINTS EVERY 4'TYP. MIDLOTHIAN VA 23113 ph: 804.938,8864 FRAXINUS PAVING EDGE ALIGNED WITH fx: 413.826.3804 ML RA.L AM ERICANUS / / PAVERS SET IN STRAIGHT ALIGNMENTS WITH PERPENDICULAR PATH CONNECTIONS, TYP. ADJUST 'GAP BETWEEN PAVERS TO MAINTAIN WHOLE CENTER OF COLUMN -0 DMWP&V 720 Moorefield Park Drive, Suite 301 SITE LIGHTING-- SEE ELECTRICAL 0& (UNCUT) PAVERS AND GRIDDED CONNECTION, AS SHOWN. ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway STEPS AND WALLS SEE ARCH. Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 zz QD 1/� �2 CRUSHED STONE PAVING _V A� L glue Design luft AEGOM 3101 Wilson Boulevard Suite 900 BARN REE #71 75'-0,, PAVERS FLUSH TO STONE- - PAVING, TYP. FOR ALL PAVING. -STONE PAVING- Arlington, VA 22201 ph: (703) 682 FRAXINUS 4 TREE PROTECTION/FENCING 1,J03 ASHLAR PATTERN STONE PAVING CENTERED ON COURTYARD CHAIR, E1_____TYP. CONCRETE -PAVING-- SEE CIVIL LAWN AREA 11 OF 4 SEE CIVIL PLANTING AREA I LIGNED I0 -LA WN AREA 911 4 STONE PAVING LAWN AREA -0 1.03 ASHLAR PATTERN TREE #37 MAGNOLIA -911 WALKWAY FLUSH AND CENTERED ON PAVING SEAL EXIST. SHRUBS ti op GOLF FACILITY 40 —0 —0 Rachel Evans Lloyd Lie. No. 0406001005 tOURTYARD SEE ARCH, Q, -2- PLANTING REVISIONS NUMBER DATE DESCRIPTION CONSTRUCTION CONCRETE PAVING ­ ALIGN TABLE, TYP. OF 3 _ASPHALT PAVING SEE,,CIV IL JOINTS EVENLY SPACED CROSS THE FACE OF THE BUILDING BUILDING FACE F 00, 'E] TERRACE BIORETENTION PLANTING AREA GREEN F PROJECT NUMBER -JOINTS EVENLY SPACED CONCRETE PAVING- SEE'CIVIL 1601 X ACROSS THE FACE OF THE BUILDING DATE December 1, 2017 SCORING PATTERN 16" SAWCUT BAND SHEET TITLE LANDSCAPE AROUND TERRACE, PERIMETER LAYOUT AND MATERIALS PLAN LANDSCAPE LAYOUT AND MATERIALS PLAN 30 �01SCALE V = 30'-0" _0 30 60 1" 30' (2 ENTRY AND COURTYARD LAYOUT AND MATERIALS ENLARGEMENT PLAN 10 0 10 - �01 20 mmmmni = 10' SHEET NUMBER Ll - n0l SCALE OF FEET SCALE OF FEET LANDSCAPE PLANTING PLAN SCALE 1" =30'-0" ... ... .A 30 0 30 60 1"=30' SCALE OF FEET G G� 3)] ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. PLANTING CALCULATIONS AREA OF PARKING AND VEHICULAR CIRCULATION - 15,419 SF AREA REQUIRED FOR PLANTING OF TREES/SHRUBS (5%) - 771 SF AREA OF TREES AND SHRUBS ADJACENT TO PAVED PARKING AND VEHICULAR CIRCULATION - 1,684 SF 5 SHADE TREES PER 19 PARKING SPACES TOTAL SITE AREA- 96,430 SF AREA REQUIRED FOR TREE CANOPY (10%) 9,643 SF TOTAL TREE CANOPY AREA 10,080 SF PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME ROOT SIZE QTY SPACING CO Cephalanthus occidentalis Buttonbush #3 cont. 1811 ht. 17 AS SHOWN GT Gleditsia triacanthos inermis Thornless Honeylocust B&B 2.5"-3" CAL. 1 AS SHOWN JV Juniperus virginiana Eastern Red Cedar B&B 4-5' HT. 4 AS SHOWN NS Nyssa sylvatica Black Gum B&B 2.5"-3" CAL. 4 AS SHOWN QB Quercus bicolor Swamp Oak B&B 2.5"-3" CAL, 13 AS SHOWN QR Quercus rubra Red Oak B&B 2.5"-3" CAL. 12 AS SHOWN Bioretention Rain garden mix Ernst ERNMIX 180 Drill plugs or broadcast at 20lb/acre with cover crop with cover crop of grain rye at 30lbs/acre Lawn Turf type tall fescue From VA Tech Broadcast seed at 6-8lbs/1000sf recommended list Meadow Conservation mix Ernst ERNMIX 156 Drill seed or broadcast at 20lb/acre 1;=,;Bi i' ..titian ; 9 s a : s a€.,as€ -- € J .ae jphiuil 1w E. 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Sf a'0 i.� :; f- it aw,-13, fi­ot...f r trnwk,,; of';,,,,, ,,, , ,,,, i,i Tk I11ncA;s'i, _,}t:<<i ii: f ,r. i:i#.1.;'': s.: ni:r ..nt !f t.:� €.: 2'-8" SQUARE (4) #5 X T-0" EACH WAY SECTION STONE PIER SCALE 1/16" =1'-0" LARGE FIELDSTONE VENEER WITH MOI JOINTS NO LESS THAN %" OR GREATEF THAN 1" WIDE, RAKE JOINTS MIN. 1/2" D EXCEPT FLUSH ON TOP OF WALL, VENE ATTACHED WITH WALL TIES (NOT SHOD CAST ALUMINUM SITE IDENTITY SIGN ATTACHED WITH PINS IN PREDRILLED ANCHOR. SIGN ON NORTHERN PIER ON #3 TIES AT 16" O.C. MAX (2" CLEAR AT FACES) (4) #7 DOWELS EMBED 8" INTO FOOTIN( VENEER 4" MIN. BELOW GRADE TIES 3" CLEAR, BOTTOM AND SIDES MIN. 4" #57 GRAVEL, INCREASE THICKNESS AS REQUIRED BY GEOTECHNICAL FOR LOCAL CONDITIONS 12" THICK BLUESTONE PAVERS FLUSH GROUT JOINT; TYP. 3/4" LATEX MORTAR SETTING BED. 1/2" EXPANSION JOINT W/ SMOOTH STEEL DOWEL (1/2" DIA. x 18" LENGTH) @ 24"O.C. PLASTIC SLEEVE AT ONE END). SEALANT TO MATCH PAVER COLOR. CONCRETE SLAB --SEE CIVIL COMPACTED AGGREGATE BASE --SEE CIVIL STONE PAVING SCALE 1/8" =1'-0" FI FVATInN d - )WNER HERN Y. CRUSHED STONE PAVING SCALE 1/8" =1'-0" NOTE: MEET STONE FLUSH WITH ADJACENT GRADES. 5 PAVERS L1.03 % SCALE 1/8" =1'-0" EUUMF'UbEU UHANI I t ND STABILIZER TOP OURSE ETAL EDGE RESTRAINT %WN ADJACENT LTER FABRIC OMPACTED AGGREGATE UBBASE OMPACTED SUBGRADE SAND JOINT, WIDTH VARIES BLUESTONE PAVERS, 36"X36" PLAN SIZE DRAINAGE GEOTEXTILE 1" SAND SETTING BASE COMPACTED AGGREGATE SUBBASE GEOTEXTILE FABRIC COMPACTED SUBGRADE CONCRETE FOOTII ABOVE ADJACENT GI wink FA SCALE 1/8" =1'-0" CL LIGHT POLE BASE SCALE 1/8" =1'-0" POWDER COATED 1-7/8" STEEL TUBING SURFACE MOUNT PLATE CONCRETE SLAB AND BASE -- SEE CIVIL LIGHT FIXTURE, REFER TO DRAWINGS FOR TYPE AND LOCATIONS ANCHORING PER MANUFACTURER'S RECOMMENDATIONS ADJACENT GRADES --SEE CIVIL CONCRETE FOOTING, DIAMETER AND REINFORCING PER MANUFACTURER ELECTRICAL CONDUIT --SEE ELECTRICAL 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY I! CONSULTANTS DEWBERRY 14207 POND CHASE PLACE MIDLOTHIAN VA 23113 ph: 804.938.8864 fx: 413.826.3804 DMWP$V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 ph: (703) 682-4965 SEAL o�ALTH op I G� �f Rachel Evans Lloyd Lic. No. 0406001005 pE ARC�1��G � i REVISIONS NUMBER DATE DESCRIPTION j i CONSTRUCTION DOCUMENTS i PROJECT NUMBER 1601 DATE December 1, 2017 SHEET TITLE SITE DETAILS SHEET NUMBER L 1.03 0 o Q� PLAN O p 0 Q o d o CJ TREE SUPPORT SYSTEM (3) GUYING STAKES WITH HOS d f, AND TWO STRANDS OF 12 GAUGE GALVANIZED WIRE a d�q ° o TWISTED FOR SUPPORT. SURVEYOR'S FLAG, AS NECESSARY SET ROOT FLAIR ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 2" MULCH- DO NOT COVER TRUNK FLAIR RUST EXPOSSIBLE MOTENT IRE BASKET TO IT }� FINISH GRADE - � � I=1 I I �• � I=1 � STAKE MINIMUM 8" BEYOND EXCAVATION IN UNDISTURBED SOIL =1 I - III 2X ROOT BALL PLANTING SOIL MIX NOTE: 1. FLAGGING IS ENCOURAGED NEAR PEDESTRIAN AREAS. OBTAIN OWNER REPRESENTATIVE'S APPROVAL FOR FLAGGING LOCATIONS 2. PLANTS TO CONFORM TO CURRENT AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z-60.1. 3. MULCH TO BE DOUBLE SHREDDED HARDWOOD MULCH. DO NOT PLACE MULCH AGAINST PLANT TRUNK, EXISTING TREE CRITICAL ROOT ZONE (CRZ) TREE PROTECTION FENCING (TP) SINGLE SPECIMEN TREE PROTECTION — EXISTING TREE CRITICAL / \ / ROOT ZONE (CRZ) TREE TREE 1 i TREE TREE PROTECTION FENCING LIMIT OF CONSTRUCTION /DISTURBANCE (LOD) CLUSTERED TREE PROTECTION TREE PROTECTION FENCING go; NI. TREES- ON SLOPE FOR SLOPES 5:1 OR GREATER 1/2 ROOT BALL (BOTH SIDES) J ' J Im I O 0 0 0 ' co ROOT BALL / PLAN LIMIT OF EXCAVATION NOTE: REFER TO TREE PLANTING DETAIL - STAKING OR TREE PLANTING DETAIL - GUYING FOR PLANTING REQUIREMENTS. NOTES: 1.) TREE PRESERVATION BOUNDARIES TO BE THE LARGER OF: THE EXISTING TREE DRIP LINE PRIOR TO WORK; THE AREA 1 FOOT FROM TREE TRUNK IN ALL DIRECTIONS FOR EACH 1.5 - 2 INCHES OF TRUNK DIAMETER; THE CRITICAL ROOT ZONE AS ESTABLISHED BY AN ISA CERTIFIED ARBORIST OR URBAN FORESTER OF THE JURISDICTION. 2.) TREE PRESERVATION FENCING IS TO BE PRELIMINARILY STAKED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION TO CONFIRM AND RECEIVE ARBORIST APPROVAL OF TREE PRESERVATION FENCE LOCATION PRIOR TO INSTALLATION. 3.) TREE PRESERVATION FENCE TO BE MAINTAINED THROUGHOUT CONSTRUCTION. rm DD °© 0 G7 b o p o0 D b o � EXISTING TREES AND Q� o VEGETATION TO REMAIN. Q, " d 4' ORANGE PLASTIC SNOW 0 0 0 FENCE, SECURED AT EACH G� Cjo o d POST WITH A MINIMUM OF D b d d o Q (3) WIRE TIES. o do 5 TREE PRESERVATION L1.04 SIGNAGE, 1 EVERY FORTH SP OF FENCE 2" X 2" X 6' HARDWOOD OR 8'-0" O.C. M 2" STEEL U -CHANNEL STAKES @ 8'-0" O.C. MAX., DRIVEN 18" INTO GROUND. Wk oz0 h ,;TLL _ ,ry1,2;. /—EXISTING GRADE 0 2" MULCH - FORM INTO SAUCER AROUND EACH PLANT BIORETENTION SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED FINISH GRADE _ TTS � :Y �. •'y �• 1 y ft I I- -1 BIORETENTION FACILITY --SEE CIVIL I -IIS �ill�ll-, SHRUBS AT BIORETENTION FACILITY TREE PROTECTION ZONE N WITHIN THIS FENCE THERE IS TO BE NO STORAGE OF MATERIALS/EQUIPMENT TRENCHING OR EXCAVATION WASHING OF TOOLS OR EQUIPMENT FENCE NOT TO BE ALTERED OR REMOVED WITHOUT PRIOR APPROVAL FROM PROJECT ARBORIST. SIGN SIZE: APPROX. 18" X 24" TREE PROTECTION SIGN 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS DEWBERRY 14207 POND CHASE PLACE MIDLOTHIAN VA 23113 ph: 804.938.8864 fx: 413.826.3804 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 LandsLandsgue Design AECOM 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 ph: (703) 682-4965 SEAL TH Rachel Evans Lloyd Lic. No. 0406001005 REVISIONS NUMBER DATE BESCRU110N CONSTRUCTION DOCUMENTS PROM 1601 CT NUMBER DATE December 1, 2017 SHEET TITLE PLANTING DETAILS SHEET NUMBER ' L1.04 DD GOLF CART PATH 01 0\ 01 61 dx 00 . 0 0 Dk 0 0x DX 0 01 01 0 0 Ok .O 01 0 0 0 DX .0O O? GOLF COURSE DRIVE lex .0 0 CX .0 OY .0Ok 01 0 1 0 1 C�' 0 V-1 0 0 .1 1 . - e .�_> 0 0 1 t -D . I . .0 0 0 0 61 , C 0 0 .� 0 6j C� 0 01 V_1 61 0 .0 0 0 61 0 C51 0 e Ox 0 C51 0 .0 0� .0 Qk .0 0 0 .0 0 0 0 M Wl 2 0� 0 O r .0 Go 0 ZZ Y-1 lz�' 01 0 Ok 61 0 0 61 0 U) C51 0 0 Or 0 0 ok .0 C51 0 e o . 0 cil QQ C), 0 Z' 0 0 Y, C;r al 0 0 0 Ox e• V-1 0 0 0 01• C51 0 •OD 0 C>1 CP 0 U0 0 U) 0 A 0 .0 C� 0 .00 01 0 0 0 61 'e (�� lOSrk O } /kO•Xp Dk Ox •Dk d O k C" M H: 12 V, 0 0 V-1 cj 0 01O 61 0� 0 0 .0 0 0 61 C? 0 e 01 cil 0 C), 0 0 V-> co .0 61 6� 61 0� Go 01 01 0 01 0 CJ1 k_� 0� CP 01 0 0 0 V-1 61 V-1 61 0 C�jl 0 OO kO 0 e 0 ( . :�' _D C;;' 0 0 61 CP - ok cil O cil 0 01 0 61 01 V-1• 0 k�) czc' -1 cil 0 0 Irl I I I 01 01 01 01, 0 cil - MHJ? ':�i' Lp .1 1 1 . d 0 0 or 1�j V-1 01 Y> 01 .0 01 01 co 0 1 0 .0 QQ 01 't-) 0 C� GO cil 0 61 WIM EXISTING BRICK 0 PARKING 01 LP 0 -CP e . 01 .0 WM 0 BARN e 01 1 CP WM 0CP A CP LP (5, 1 1. . I . LT, a� HA 2 CP c), 0x 0 iiiiiiiiiiiiiiiiiiamiL 61 :12 CO 0 01 0 61 .01 cil UO kO 01 0 0 0� 0 01 A M H: T-2 Y171 CP co CP 00 I 0� \_1 0� 4 CQ WIVI o' A 1AH:12. L51 0 -CP CP V-1 0" + El MINA QQ 61 CP V-1 MH -01 2* EXISTIN 0 CP WM .0 o, El 0� 21 U) C� C), 61 El e 00 0 co 0 ?,SILO C91 .0 •.�n NW.1 2 01 a 1:1 1 . QP 0k Or , , . 'Q, 0 EXISTING 0 _I 21 ON 0 0 -2, 0 _fJ1 EXISTING (51 CEbAR W )WM 0� CP 0� CP O 0 0 ARY CP, cr. CP ol ..... e P 7AN I I CP U\ U0 Ab- 0� Ck tD al e 0� 01 to O MH.1 2 UD 0 1:1=1:1E:1P1:1Et1:1E 0 0 00 to &USTING V0� WM M K. 12 CO 0 61 V-> 0 C� Y> 0� 0 V>1 0 0� Yo ASH V-1 0� 01 0 0 V-1 . 0 0 WMC5 0 V-1 pk D+ I t -D 01 0 61 0 0 Vi 61 b,Ox 0 0 C tZ, O 0 W WM EXISTING -v- + .0 01 61 C 61 0 61 0 0•DO e 0 WM STONE '-Z WM 61 0 GOLF PRACTICE Or 0 61 0 0 0x C 0� 0 0� 0 O WIVI GARAGE cil 0 .0 .0 1 0 C;il EXISTING cil WM FACILITY 0 C5� C ASH, 61 61 or Ox 01 + M 01 .0 0 TEE BOX 0x C� 0 0 0k .0 0x 0 0k 0 01 or 61 e 0 A I EO TV �G 0 A 0 - M K. 12 AMERCAff 0 cil W H: 12 0� CQ AMER CAN �_D 0 Or 0 11 0 WALNUT 0 cil (fil 01 01 CO 0 1 0 0k 01 0 .0 61 CP Oyl .0 61 0 .0 .0 (?, 01 01 0 01 01 C� . . to 61 0 61 O 01 01 0 61 0 0 10, 20' 0 0 61 SITE LIGHTING PLAN 01 01 .0 0 0k I 'k SCALE: V= 20'-0" O cil 0 PRACTICE ) C*) + GREENEXISTING + EXISTING Prepared by: MAGNOLIALIGHTING TREE GHTING VIRGINIA CENTRAL OAS 40OG-2 Southlake Blvd. LIGHT1 - N' Richmond, VA 23236 V I R G I IN I A% -- Tel: 804 PROPOSED -379-7777 E vvww.lightingvirginia.com TREE NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE Luminaire Schedule 2, THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER MAY AFFECT FIELD RESULTS. Symbol Qty Label Finish/Color Arrangement Lum. Lumens LLF [MANUFAC] Description AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR 0 4 C White (Ceiling Mounted) SINGLE 1102 1.000 Lexington Lighting Gro A6VOCLED-M-1 330K DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 19 WM Bronze SINGLE 719 1.000 EUREKA LIGHTING 11 W 835 lumens Suspense W El �- COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET 0 14 A Bronze SINGLE2600 1.000 Beacon Products SLD-24NB-27-3K-UNV-2-T5W-UNV-FTS-BZT 1 OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT Type WM - facsimile for Suspense Outdoor Wall Scponce 1 1W - 835 lumens MH = Mounting Height in Feet APPLICABLE JURISDICTIONAL CODES. IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR Calculation Summary PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. Label CalcType Units Avg Max Min Avg/Min Max/Min 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. Area Site Illuminance Fc 0.38 5.1 0.0 N.A. N.A. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE Building Perimeter Illuminance Fc 0.35 13.5 0.0 N.A. N.A. TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, INITIAL LUMNES SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND -Parking Drive Aisle rIlluminance Fc 1-0-.87 1.7 0.1 1 8.70 --t 17.00 SPECIFIER RESPONSIBLE FOR THE PROJECT, AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Im Excellence in Illumination Engineering Software Since 1984 '3VAIWXI, _12,i SamiOe bamer ooprigm 2016 !W-fino Aqm�iet, inc. Ips W Z C U) 0 C Z_ A.- 0 CUT SHEET INFORMATION FOR LIGHTING FIXTURES INDICATED ON SITE LIGHTING PLAN SHEET A Submitted by Lighting Virginia -Central Catalog Number" 'Type A6VOCLEDXX 1340K C600 MD XX Intended Use: 4A;rs Job Name: LIGHTING/ UVA GOLF PRACTICE FACILITYr 4 v '4 lighting up to 40OW MH or HPS. Note's Voltage AVIRGINIA f 9kNE� Construction: 1;. LV "CENTRAL-Q1J23757 Project Name: Type: 1 DilillAENSIONS REFLECTOR KIT performance specification which includes OPEW - LED •• ROUND passing a 3000 hour salt spray test for LED 6"Aperture corrosion resistance and resists cracking or C600 Semi -spec" matte white painted -} reflector with deeply recessed Hecto with e lightly frosted polycarbonate lens. p 4 + 27e Distribution Options 'Beam angle is 50% of Center Beam Candle Power. - -------------- - - - - _NW 0" NW Narrow 25° T5W type V, round wide MD Medium 36° 5 e/a WE Wide 48° Reflector Finish Options Ceiing Thickness SCL Specular Clear "Alzak" }- 111/4"y 8.. SGC Semi -Specular Clear • IDA approved • 100V through 277V, 50 Hz to 60 Hz (UNV) Cut Out 51/z"`� • Power factor is >_ 0.90 at full load Ceiling FEATURES •', LED Arrayi Optical Diffuser LED downlighting is available in 700, 1300, 2000 and 3000 lumens. A wide selection of optical assemblies allow distributions patterns to be tailored to fit - � r'. a variety of applications. Standard non dimming driver with optional dimming • One piece optical cartridge system consisting drivers with the ability to interface with 0-10V or Triac lighting control systems of an LED engine, LED lamps, optics, gasket 9 p � p . provide additional light level control. and stainless steel bezel. Benefits • Cartridge is held together with internal brass • Light engine with three step MacAdam Ellipse binning for excellent standoffs soldered to the board so that it can color consistency. be field replaced as a one piece optical • Standard 80 CRI (minimum) with optional 95 CRI (minimum) for color system. critical applications. • Highly energy efficient lighting solution with up to 100 lumens per watt. • Silicone gasket ensures a weather-proof seal • Driver housed within approved splice compartment and is "'• a' `:,• � thermally protected. d , • All drivers include integrated surge protection. LED driver components. • Optional 0-10V dimming drivers in two varieties, down to 10% or 1% '• • A Button Photocell is available for this fixture. of lumen output. s, • Optional Triac dimming driver with dimming to 20% of lumen output to 40°C. • Long Life. Minimum Lrn of 50,000 hours. "'i• " 5 year warranty on LED module and driver. it .u.A Housing st r Tot' Polyester powder coat painted heavy gauge cold roll steel housing with integrated shall activate at a specific, factory -preset p flange and stainless steel spring torsion retaining ears. Luminaire is pre -wired and temperature, and progressively reduce power grounded to driver housing/junction box with easy access from below. Driver/ over a finite temperature range. A luminaire junction box is listed for through branch circuit wiring. Integrated forged aluminum Typical C Class Round with New Construction Frame heat sink promotes rapid heat dissipation, extending LED life. operated in any ambient temperature up to Optional New Construction Frame provides positive location for ease of installation 55°C (131°F). Operation shall be smooth in a variety of ceiling materials. Includes integrated bar hangers which feature 1 gid form cross sections and include joist position tabs, integral nails, auxiliarynail holes, T -Bar slots and holes for locking to grid using self -tapping screws (byothers).�� k L $} Manufactured and Listed to UL 1598, ETL and CSA standards. ,_ ; v,` Non -IC construction. Insulation must be kept 3" away from luminaire. "• Suitable for Damp Locations. Wet location under covered ceiling. ORDERING INFORNIATlt` N EXAMPLE: ASVOCLEDI-072714-CBOO-SCL-NW-VVHT-EM Wattage.,?'Wc'Ev'-.-��MM �'.y*l 4 zcw����_08010 ,n)��1 LED See Chart AbVOCLED 1 -07 = 700 27K = 2700K ., OO SCL NW WHT EM Below 2 13 = 1300 30K = 3000K SGC '___MD1 BLK HCR -20 = 2000 35K = 3500K WE NCF 30 = 3000 40K = 4000K VERIFY SDM VERIFY ERITDM FINISH VOLTAGE FLANGE ZDM Lumens Wattage* dimming, timed dimming with simple delay, 700-3k 7.7 or timed dimming based on time of night (see 700k 7 Voltage Distribution 1300- 3k 13.5 Flange Color Options Options _ .4 1-120 Volts NW - Narrow 25' 1300-4k 13. WHT- White EM - Emergency Battery SDM - 0-10V Dimming to 1096 _ -.-: 2 - 277 Volts MD- Medium 36' 2000-3k 22.2 BLK- Black HCR -95 CRI (minimum) TDM - Trio: Dimming Driver 2000-4k 21 WE. Wide 48, NCF - New Construction ZDM - 0-10V Dimming to 1% 3000-3k` 33.3 Frame 3000-4k 31 'A teal yJettag /Lomerrs may'7ary Vantage reserves the right tochange components, finishes or design details in any manner 1see which does not:aljerthe installed appearance or reduce performance and intend ed function options pages for other options and finishes. 1 VANTAGE LIG HTI NG I N C VANTAG E LTG COM Submitted Un: Sep (, 2U1 / Submitted by Lighting LI h Virginia -Central t 9 ^w� Job Name: LIGHTING, UVA GOLF PRACTICE FACILITY VIRGINIA':= Cat.# SLIDE Job Type SERIES ARCHITECTURAL AREA LUMINAIRE SPECIFICATIONS 4K 4000K Intended Use: Finish: The Beacon Slide luminaire is available with a •IFS polyester powder -coat electro - choice of different LED Wattage configurations statically applied and thermocured. and optical distributions designed to replace HID • IFS finish consists of a five stage lighting up to 40OW MH or HPS. pretreatment regimen with a polymer primer Voltage sealer and top coated with a thermoset Construction: super TGIC polyester powder coat • The upper portion consists of a shade in a finish. choice of decorative styles, topped by a •The finish meets the AAMA 605.2 decorative cast aluminum cap, and to which performance specification which includes the optical assembly is mechanically passing a 3000 hour salt spray test for secured. corrosion resistance and resists cracking or • The electrical chamber/fitter shall be an loss of adhesion per ASTM D522 and resists WS -W1975 surface impacts of up to 160 inch -pounds. aluminum, decorative fitter designed to 0" accommodate the driver assembly and T5W type V, round wide shall mount to 3" OD x 3-4" H tenon and be Listings: secured by three stainless steel set screws. • Listed to ULB750 , UL1598 and CSA22.2#250.13-14 for wet locations Electrical: • IDA approved • 100V through 277V, 50 Hz to 60 Hz (UNV) • Power factor is >_ 0.90 at full load Warranty: • All electrical components are rated at 50,000 BZ l GtrTs:' hours at full load and 25°C ambient Five year limited warranty (for more information conditions per MIL- 217F Notice 2, visit: www hubhe0lightino comlre`;ources/warranty • One piece optical cartridge system consisting 2408 89 1 of an LED engine, LED lamps, optics, gasket 9 p � p . and stainless steel bezel. 2,805 • Cartridge is held together with internal brass 2392 89 1 standoffs soldered to the board so that it can --- -- be field replaced as a one piece optical 3,086 3,085 system. 2623 97 1 2623 97 1 • Silicone gasket ensures a weather-proof seal around each individual LED. 3,142 • Fixture electrical compartment shall contain all 2670 99 2 LED driver components. • A Button Photocell is available for this fixture. 3,044 • Rated ambient operating temperature -40"C 2600 96 2 to 40°C. • Surge protection - 2011A • Lifeshield- Circuit - protects luminaire from T2 excessive temperature. The device 102 2 0 2 5610 101 2 0 2 shall activate at a specific, factory -preset p 0 2 temperature, and progressively reduce power T3 over a finite temperature range. A luminaire 101 1 0 2 5554 100 1 0 2 equipped with the device may be reliably 0 2 operated in any ambient temperature up to 55°C (131°F). Operation shall be smooth and undetectable to the eye. Thermal circuit is T4 designed to "fail on", allowing the luminaire 111 1 0 2 6110 109 1 0 2 to revert to full power in the event of 0 2 an interruption of its power supply, or faulty 24 wiring connection to the drivers.The device 55W shall be able to co -exist with other 0-1 OV T5QM 6171 111 3 0 1 6110 109 3 0 1 5245 94 2 control devices (occupancy sensors, external T5R dimmers, etc.). 113 3 0 3 6221 111 3 0 3 Controls/Options: 0 3 • Available with Energeni for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night (see T5W www beaconproducts tom/orodur-is/eneroeni), 109 3 0 1 6027 108 3 0 1 CERTIFICATIONS/LISTINGS ca U 3 f•" '3000K and warmer CCT Approvals PRODUCT IMAGE(S) DIMENSIONS 25 1/2" T K Flat Top / Flat Shade ,�- 25 t12" a a Flat Top / Sloped Shade 25 1/2" a N Flat Top / Curved Shade Index Hage 3ST ION ^-1 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 XUBBeu ® HUBBELL Lighting Duet our continued efforts to improve our products, product specifications are subject to change without notice. LI i 0 0 D o s C S uC 9 9 P P .P P 1 N dEr.,n O 2 15 BEACON PRODUCTS All Rights reserved •For more information visit our website: www.beacon roducis.com •Printed in USA SLD -SPEC 3/17 0 e bs 9 P Submitted On: Oct 12. 2017 rdREJEW SUSPENSE - model: WS -W19 LED Outdoor 'rF o MODERN FORMS A WAC LJGI-MNG COMPANY Fixture Type: WM Catalog Number: Project: Location: 3„» 51/4 3„• 15" 17" 11" 8.. --I 7 0„- 10" 12" 14" 16" WS -W1911 WS -W1915 WS -W1917 *Distance from back plate center to top of fixture PRODUCT DESCRIPTION Giving the proverbial nod to tradition it takes a powerful LED to pull off this look in a dark sky design. This contemporary lantern showcases a mouth blown clear glass element and is equipped with state of the art LEDs for a filament -free design. Couple your passion for living with our passion for lighting. FEATURES CEC Title 24 compliant for WS -W1 917 ETL & cETL listed for wet locations Dark sky friendly Universal driver (120V, 220V, 277V) for WS -W] 917 Twist lock glass for minimal hardware Integral transformer in canopy Replaceable LED module • 70,000 hour potential life • Color Terl 3000K • CRI: 90 ORDER NUMBER SPECIFICATIONS Construction: Aluminum with a thick, mouth blown clear glass element. Light Source: High output LED. Dimming: Dims to 10% with an electronic low voltage (ELV) dimmer. Mounting: Mounts directly to junction box. Finish: Brushed Aluminum (AL), Bronze (BZ). REPLACEMENT GLASS Example: 4K 4000K i 24NB-55 55W, LED LED Delivered array Innerglass Fixture Model Height 1 Watt Voltage Lumens- Lumens Finish RPL -GLA -1911 WS-Wl911 .0111111111 ALA - 11 11° -Width 3" i ilylt 7201E 36G' 590 control 11.1 r RPL -GLA -1915 WS -W1975 WS -W79 115 15" 0" 11?l 111,`//11 T5W type V, round wide cb9 f' IAL runt red.,iiluminurrr i 1 r; r BZ l GtrTs:' RPL -GLA -1917 WS -W7917 2,833 17 2408 89 1 ,; T3 2,805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 --- -- WS -W7915 -AL waciighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design of our products at anytime as part of the company's continuous improvement program. SEP 2016 Submitted by Lighting ir inia- entral ^�r Job Name: LIGHTING UVA GOLF PRACTICE FACILITY VIRGINIA,; ORDERING ORDERING INFORMATION ORDERING EXAMPLE: M1 SERIES ENGINE -WATTS I COLOR 1 111I ' IFE7=- 2 -FOR # ETO iK/UNWT4/CTS/BBT OF POSTSE71 ' ' I 1 • 1 1' 1 CTS curved shade BBT basic black textured PEC -120 button, 120V STS sloped shade BMT black matte textured PEC -208 button, 208V 0 WHT white textured FTS flat shade PEC -240 button, 240V Mill metallic bronze textured PEC -277 button, 277V BZT bronze textured DBT dark bronze textured GYS gray smooth DPS dark platinum smooth • 1 GNT green textured GENI-XX2 energeni MST metallic silver textured MTT metallic titanium textured OWI old world iron RAL ' To rotate optics Left or flight 90 degrees, specify Lor Rafter the oplical distribution. aalnple:T4L. %When ordering Energeni, specify the routine setfln9code iExample cENI-04). See Energeni biochuie aid instud,irs foi setting t ble and options. PHOTOMETRICS Type II SLD-48NB-110-5K-T2 80, Type V Square Medium SLD-48NB-110-5K-T5QM so' o, so 20' 40' 40' 20' I W' 40' 60' 80' Type III SLD-48NB-110-5K-T3 40' V eo' zo / \I 1 6i so' fc w' Type V Rectangular SLD-48NB-110-5K-T5R W' 020' 40' 40' 20 ��. 20' 40' s0' ✓ o< f 80' TypelV SLD-48NB-110-5K-T4 w' `e21 , so' 20' 40' 40' zo' I 0a' 20' / 40 60' K\ If, . so' a1c Type V Round Wide SLD-48NB-110-5K-T5W 0' 40 20' 40' I I r 20' 40' so' i 1f +fc Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203•P800-345-4928 hone: HUBBELL 13 E AWX000•iLL Li ht•n Due to our continued efforts to Improve our roducts roducts specifications are subject t change without notice. 1 o h o ce g P P ,P P f 9 N 9 2 O c 015 eFACON PRODUCTS, All Rights Reserved •For more information visit our website: www.beacon roducts.com • Printed in USA SLIDE SPEC 3/17 9 P e Submitted On- Oct 12- 2017 Submitted by Lighting Virginia -Central 4K 4000K i 24NB-55 55W, LED 5K 5000K T e yp Q ,LV„CENTRAL-Q1724044 , array Job Name: UVA GOLF PRACTICE FACILITY 36NB-80 80W,LED 1 array Slotted Holes 48NB-110 110W, T1 typel LED array T2 type II .0111111111 ALA T3 type III T4 type IV ,i�i�,. f•.il�;(i�,! T4BLC type IV, backlight 111 control 11.1 r T5R type V, rectangular 1' T5QM type V, square medium T5W type V, round wide 2 -FOR # ETO iK/UNWT4/CTS/BBT OF POSTSE71 ' ' I 1 • 1 1' 1 CTS curved shade BBT basic black textured PEC -120 button, 120V STS sloped shade BMT black matte textured PEC -208 button, 208V 0 WHT white textured FTS flat shade PEC -240 button, 240V Mill metallic bronze textured PEC -277 button, 277V BZT bronze textured DBT dark bronze textured GYS gray smooth DPS dark platinum smooth • 1 GNT green textured GENI-XX2 energeni MST metallic silver textured MTT metallic titanium textured OWI old world iron RAL ' To rotate optics Left or flight 90 degrees, specify Lor Rafter the oplical distribution. aalnple:T4L. %When ordering Energeni, specify the routine setfln9code iExample cENI-04). See Energeni biochuie aid instud,irs foi setting t ble and options. PHOTOMETRICS Type II SLD-48NB-110-5K-T2 80, Type V Square Medium SLD-48NB-110-5K-T5QM so' o, so 20' 40' 40' 20' I W' 40' 60' 80' Type III SLD-48NB-110-5K-T3 40' V eo' zo / \I 1 6i so' fc w' Type V Rectangular SLD-48NB-110-5K-T5R W' 020' 40' 40' 20 ��. 20' 40' s0' ✓ o< f 80' TypelV SLD-48NB-110-5K-T4 w' `e21 , so' 20' 40' 40' zo' I 0a' 20' / 40 60' K\ If, . so' a1c Type V Round Wide SLD-48NB-110-5K-T5W 0' 40 20' 40' I I r 20' 40' so' i 1f +fc Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203•P800-345-4928 hone: HUBBELL 13 E AWX000•iLL Li ht•n Due to our continued efforts to Improve our roducts roducts specifications are subject t change without notice. 1 o h o ce g P P ,P P f 9 N 9 2 O c 015 eFACON PRODUCTS, All Rights Reserved •For more information visit our website: www.beacon roducts.com • Printed in USA SLIDE SPEC 3/17 9 P e Submitted On- Oct 12- 2017 Submitted by Lighting Virginia -Central Anchor Bolt Bolt Circle i Projection Catalog Number SLD/24NB FTS/BZT Notes f T e yp Q ,LV„CENTRAL-Q1724044 , n o M LIGHTING- VIRGINIA t Job Name: UVA GOLF PRACTICE FACILITY 111 PVW %/ Slotted Holes a� PERFORMANCE DATA Base Plate Base Detail .0111111111 ALA Phone: (866) 474-7200 Fax: (817) 924-7049 American Lite Pole reserves the right to change any portion of this publication without notice in order ,i�i�,. f•.il�;(i�,! to promote product improvement and allow for material availability. 111 r 1 '111 r' 1' 11.1 r 1' 1' 1 1 1 MUM EMU Mn T2 2,833 105 1 0 1 2805 104 1 0 1 2408 89 1 0 1 T3 2,805 104 1 0 1 2777 103 1 0 1 2392 89 1 0 1 24 35omA 27W T4 T5QM 3,086 3,085 114 1 0 1 3055 113 1 0 1 114 2 0 0 3055 113 2 0 0 2623 97 1 2623 97 1 0 1 0 0 T5R 3,142 115 2 0 2 3111 115 2 0 2 2670 99 2 0 2 T5W 3,044 113 2 0 1 3014 112 2 0 1 2600 96 2 0 1 T2 5666 102 2 0 2 5610 101 2 0 2 4816 86 1 0 2 T3 5610 101 1 0 2 5554 100 1 0 2 4784 86 1 0 2 T4 6171 111 1 0 2 6110 109 1 0 2 5245 94 1 0 2 24 700mA 55W T5QM 6171 111 3 0 1 6110 109 3 0 1 5245 94 2 0 1 T5R 6283 113 3 0 3 6221 111 3 0 3 5341 96 3 0 3 T5W 6087 109 3 0 1 6027 108 3 0 1 5201 93 3 0 1 T2 8505 101 2 0 3 8415 100 2 0 3 7224 87 2 0 2 T3 8415 100 2 0 2 8331 99 2 0 2 7175 86 2 0 2 T4 9256 110 1 0 3 9164 109 1 0 3 7868 94 1 0 3 36 700mA 80yy T5QM 9257 110 3 0 1 9164 109 3 0 1 7868 94 3 0 1 T5R 9425 112 3 0 3 9331 111 3 0 3 8011 96 3 0 3 T5W 9131 109 3 0 2 9040 108 3 0 2 7801 93 3 0 2 T2 11332 102 3 0 3 11220 101 3 0 3 9633 87 2 0 3 T3 11220 101 2 0 3 11108 100 2 0 3 9567 86 2 0 3 T4 12342 111 2 0 3 12219 11 2 0 0 3 10491 95 2 0 3 48 700mA 110W T50M 12342 111 3 0 2 12219 111 3 0 2 10491 95 3 0 2 T5R 12567 113 4 0 4 12441 112 4 0 4 10682 96 3 0 3 T5W 12175 110 4 0 2 12053 109 4 0 2 10402 94 4 0 2 'Lumen values are from photometric tests performed in accordance with A LM -79-08. D t i a e ESNData s considered to be representative of the configurations shown. Actual erforman differ - i P Pp 9 p ce may d er as a result of end-user environment and application. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE 1. •r I 1 1 • 1 1 FII 1 111 , 1 111 11 111 1' 25°C / 77°C 1.00 0.97 0.95 0.95 0.92 >470,000 120 27 1 350 mA 277 24 2 120 277 27 55 0.27 ' Projected per IESNA TM -21-11 D 12 Data references the extrapolated performance projections for the base model 0.55 hours of LED testing per IESNA LM -80-08. 0.24 j in a 40'C ambient, based on 10,000 36 1 700 mA 120 277 80 0.80 0°C 32°F 1.02 0.35 10°C 50°F 1.01 48 1 120 277 110 1.10 20°C 68°F 1.00 0.48 25°C 77°F 1.00 30°C 86°F 0.98 40°C 104°F 0.98 Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (3&104°F). - p���� pG/i�/� NN • Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 e XUBBHLL Due to our continued efforts to improve our products, product specifications are subject to change without notice. HUBBELL Lighting 2015 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproductsxom • Printed in USA SLIDE 3/17 z:uomirtea un: uct -12, zu-I / Submitted LIGH' VIRG 13 UVA GOLF PRACTICE FACILITY 12 FT POLE TO BE DIRECT EMBEDDED Pole Shaft The pole shall be a one section design fabricated from standard 11 gauge (0.1196") or 7 gauge (0.1793") steel. Each section shall be fabricated from high strength low alloy steel conforming to ASTM A-500 grade B, with minimum yield strength of 42,000 psi. Each pole will have a full-length longitudinal weld and will be cylindrical in cross-section. Base Plate The base plate is fabricated from a structural quality hot rolled carbon steel plate that meets or exceedsASTM A-36 with a minimum yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate has slotted bolt holes. Hand Hole A reinforced hand hole, having a nominal 2.5" x 5" opening, will be installed 18" above the base plate on all poles. A hand hole cover and attaching hardware is included with each hand hole assembly. Aground lug will be welded either on the hand hole frame or on the inside of the pole opposite the hand hole depending on the design. Anchor Bolts Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva- nized flat washers. Anchor bolts shall be galvanized a minimum of 4" on the threaded end in accordance with ASTM A-153. Anchor bolts will ship with the poles unless otherwise se s ecified. Pole Top Each pole will be provided with either a removable pole cap or 2-3/8" O.D. x 4" tenon top (other sizes available). Welding All welds shall be of the highest quality and performed by American Welding Society certified welders conforming to the latest ver- sion of the American Welding Society specification AWS Dr. 1. Finish F POLE TO BE PAINTED TO MATCH AAL STANDARD FINISHES All poles, mounting brackets and platforms are furnished with a coating of either red oxide/zinc primer, factory painted, powder coated or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish coatings are available by request. Note Anchor bolt patterns are subject to change. Please consult factory prior to construction. i Anchor Bolt Bolt Circle i Projection I Width�- .ems •r lllt�� "i 111 PVW %/ Slotted Holes a� Base Plate Base Detail .0111111111 ALA Phone: (866) 474-7200 Fax: (817) 924-7049 American Lite Pole reserves the right to change any portion of this publication without notice in order ,i�i�,. f•.il�;(i�,! to promote product improvement and allow for material availability. Submitted On: Sep 7, 2017 Index Page Excellence in Illuminati Engineering Software Since 1984 t SSameir oopyfigH 2016 UuMino An hrili ,: Inc. i i 7(3) 3 w„J g Z 1 T- > 00 r O ctct L...1 ' U) I� i .ems •r lllt�� "i 111 PVW LL 09 0.