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Home My WebLink AboutSDP201700019 Plan - Submittal (First) Initial Site Plan 2017-03-31DRAWING INDEX GENERAL T1.01 COVER SHEET CIVIL CO.01 GENERAL NOTES CO.02 EROSION AND SEDIMENT CONTROL NOTES CO.03 SITE OVERVIEW CO.04 SOILS MAP CO.05 KEY PLAN CO.06 OVERALL SITE PLAN C1.01 -C1.04 EXISTING SITE CONDITIONS C2.01 -C2.04 DEMOLITION AND E&S CONTROL PHASE I PLAN C3.01 -C3.04 SITE PLAN C3.05 -C3.08 GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN C3.09 -C3.12 UTILITY PLAN C4.01 -C4.07 UTILITY PROFILES C5.01 EROSION AND SEDIMENT CONTROL DETAILS C5.02-05.05 1 CONSTRUCTION DETAILS C6.01 SWM NARRATIVE AND CALCULATIONS C6.02 PRE AND POST DEVELOPED DRAINAGE AREA MAPS C6.03 FROG TF WATER QUALITY NARRATIVE AND CALCULATIONS C6.04 PRE AND POST DEVELOPED LAND COVER MAPS C6.05 RUNOFF REDUCTION MAP C6.06 , i WATER QUANTITY NARRATIVE AND CALCULATIONS C6.07 STORM STRUCTURES AND DRAINAGE WAY MAPS C6.08 ;. FIRE FLOW HYDRAULIC MODEL ARCHITECTURAL A1.01 ARCHITECTURAL RENDERINGS LANDSCAPE 1-1.01 TREE CLEARING AND PROTECTION PLAN L1.02 LANDSCAPE LAYOUT PLAN 1-1.03 LANDSCAPE PLANTING PLAN -1.04 SITE DETAILS 1-1.05 PLANTING DETAILS ELECTRICAL E1.01 ELECTRICAL SITE PLAN PROJECT ZONING DATA ALBEMARLE COUNTY ZONING CLASSIFICATION: R-1 RESIDENTIAL PROPOSED BUILDING MAXIMUM HEIGHT: 33'-9" PROPOSED BUILDING MAXIMUM FOOTPRINT: 6,710 SQ. FT. ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2012 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - 1992 NATIONAL ELECTRICAL CODE - 2011 ADA STANDARDS - 2010 LOCATION MAP SITE 250 ROAD s � 1 9 S 0 U� 29 CONTACTS OWNER: University of Virginia Foundation OWNER'S REPRESENTATIVE: Christopher D. Schooley Real Estate Project Manager One Boars Head Pointe PH. (434) 982-3777 cds7c@eservices.virginia.edu SCALE: NTS ENGINEER: Dewberry Engineers Inc. Devin M. Keeler, P.E. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PH. (804) 290-7957 FAX (804) 290-7928 dkeeler@dewberry.com SUBMITTAL SET NUMBER ® PRELIMINARY ❑ CONSTRUCTION PLANNING/ZONING m APPROVAL ❑ REVISION ENGINEER ❑ BIDDING ❑ RECORD INSPECTIONS UNIVERSITY OF VIRGINIA FOUNDATION GOLF FACILITY ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1" = 250' r I r DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING f' ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE r 1 , M-R FROG TF - 25p� i v , i ;. : , ' - . r 2 BIRDWOOD PAVILION, a' PROJECT AREA 2 r i' I r DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING f' ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE r 1 , HEALTH DEPARTMENT i _ v i' I r DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING f' ENGINEER APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEE C0.05 FOR ENLARGEMENT SEAL En 46506 0�s_ CJI REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents PROJECT NUMBER 1408 DATE March 31, 2017 SHEET TITLE COVER SHEET SHEET NUMBER T1.01 GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND WALLS. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER, 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED MARCH 2015. 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM -D698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION. 11. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 12. CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN SCREEN, OR CONSTRUCTION SAFETY FENCE AS SHOWN ON THE DRAWING. 13. ALL LINES EXISTING AND PROPOSED, SHALL NOT HAVE A DEAD-END IN EXCESS OF 5 FEET LENGTH FROM ANY CONNECTION, AND SHALL HAVE A THRUST BLOCK ADJACENT TO THE CAPPED PIPE. IF THERE IS A VALVE IN THE DEAD-END SECTION, IT SHALL BE RODDED TO THE MAIN AND THRUST BLOCKS PUT AT END CAP. 14. ALL WATERLINE, PIPES, TEES, BENDS, VALVES AND FITTINGS SHALL HAVE FLEXIBLE RESTRAINED JOINTS. 15. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION 16. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 17, CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION. 18, ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 19. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 20. THE GENERAL CIVIL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS, AND GENERAL CIVIL NOTES, THE STRICTEST PROVISION SHALL. GOVERN. 21. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 22. CONTRACTOR TO COORDINATE WITH THE VIRGINIA DEPARTMENT OF HISTORIC RESOURCES OR ALBEMARLE COUNTY COMMUNITY DEVELOPMENT TO DISCUSS ARCHAEOLOGICAL RESOURCES PRIOR TO CONSTRUCTION. IF CONTRACTOR ENCOUNTERS ARCHAEOLOGICAL RESOURCES WITHIN THE PROJECT AREA, THEY SHALL STOP WORK IMMEDIATELY IN THE VICINITY OF THE RESOURCE AND CONTACT THE OWNER, VIRGINIA DEPARTMENT OF HISTORIC RESOURCES AND ALBEMARLE COUNTY COMMUNITY DEVELOPMENT PRIOR TO PROCEEDING. 23. CONTRACTOR TO INSTALL KNOX BOX. CONTRACTOR TO COORDINATE WITH THE ALBEMARLE COUNTY FIRE MARSHALL OFFICE DURING CONSTRUCTION TO DETERMINE THE LOCATION OF THE KNOX BOX. 24. FINAL APPROVAL IS SUBJECT TO THE CONDITIONS LISTED IN THE SPECIAL USE PERMIT (SP2015-19 UREF) DATED SEPTEMBER 2, 2015. THE SPECIAL USE PERMIT IS FOR THE EXPANSION OF THE BIRDWOOD GOLF COURSE FACILITIES WITHIN CURRENT GOLF COURSE BOUNDARIES. SEE SP -2015.0019 UVA INDOOR GOLF PRACTICE FACILITY CONDITIONS ON THIS SHEET. AS -BUILT PLANS SHALL BE PROVIDED FOLLOWING CONSTRUCTION. 25, EXISTING WOODED AREAS ON SITE ARE PRIMARILY COMPOSED OF EVERGREEN 26. FIRE HYDRANT FLOW TESTS WERE PERFORMED BY ALBEMARLE COUNTY SERVICE AUTHORITY AT THE 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 AND A TEST FLOW OF 861 GPM. 27. CONTRACTOR TO PROVIDE A DETAILED POLLUTION PREVENTION PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 28. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2017 TO APRIL 14TH, 2018. IF THE CONTRACTOR WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE DURATION OF THE PROJECT. PLANT PROTECTION 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN, UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN V-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY. 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. RWSA GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552- 7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT, DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER, 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10, ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11, ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY, 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND, MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) LEGEND UGv ______T_ EXISTING UNDERGROUND ELECTRICAL LINE ----- - ---- - ----- OH. ----- EXISTING OVERHEAD ELECTRICAL LINE - G ------ EXISTING GAS LINE EXISTING SANITARY LINE ----- ------ ----- `D EXISTING STORM LINE UGT _____ EXISTING TELEPHONE ------------ 0I -IT --- EXISTING OVERHEAD TELEPHONE EXISTING TREELINE --- `11 -------- EXISTING WATERLINE -- -- -- - - - 61 - - - -- - EXISTING CONTOUR 3.02 i EXISTING POWER POLE =j EXISTING SWITCH 3.05 I _T EXISTING TRANSFORMER INLET PROTECTION IF' EXISTING SITE LIGHT CULVERT INLET PROTECTION Cl%% EXISTING WATER VALVE j :H� (I� EXISTING STORM INLET DIVERSION DIKE --D- 3.13 SEDIMENT TRAP r( X 1 t D) EXISTING MANHOLE OUTLET PROTECTION 3.31 TEMPORARY SEEDING o EXISTING FIRE HYDRANT PERMANENT SEEDING ;l EXISTING WATER METER MULCHING EXISTING FENCE DUST CONTROL ;>--lb EXISTING SIGN C EXISTING TREE Oco EXISTING SANITARY CLEANOUT EXISTING STEEP SLOPES VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.01 SAFETY FENCE 3.02 ENO RANCE TION 3.05 SILT FENCE SF - v 3.07 INLET PROTECTION IF' 3.08 CULVERT INLET PROTECTION Cl%% 3.09 DIVERSION DIKE --D- 3.13 SEDIMENT TRAP ST 3.18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING PS 3.35 MULCHING 3.39 DUST CONTROL -^ - - PROPOSED LIMITS OF DISTURBANCE PROPOSED LIMITS OF CLEARING E I I H li ASPHALT TO BE DEMOLISHED HARDSCAPE TO BE DEMOLISHED i YZ .X1 TREE TO BE DEMOLISHED ® POST/MISCELLANEOUS STRUCTURES TO BE DEMOLISHED X X A A A X- UTILITY/STRUCTURE TO BE DEMOLISHED 620 PROPOSED MAJOR CONTOUR - -618 PROPOSED MINOR CONTOUR UTILITY EASEMENT UGE PROPOSED ELECTRICAL LINE CTV PROPOSED COMCAST TELEVISION LINE UGT PROPOSED UNDERGROUND TELEPHONE LINE G PROPOSED GAS LINE W PROPOSED WATER LINE SS PROPOSED SANITARY LINE PROPOSED STORM LINE SD ® PROPOSED MANHOLE PROPOSED CLEANOUT ® PROPOSED SITE LINE/UTILITY POLE �--i PROPOSED 11.25 BEND �r PROPOSED 22.5 BEND F� PROPOSED 45 BEND t PROPOSED 90 BEND u PROPOSED CAP J -i PROPOSED TEE O PROPOSED POST INDICATOR VALVE (PIV) r�op PROPOSED FIRE HYDRANT ASSEMBLY ® PROPOSED WATER METER H PROPOSED GATE VALVE PROPOSED BUILDING MOUNTED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED BIORETENTION ACSA GENERAL WATER AND SEWER CONDITIONS PROPOSED RETAINING/SEAT WALL PROPOSED SIGN 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SP -2015-0019 UVA INDOORS GOLF PRACTICE FACILITY CONDITIONS 1. DEVELOPMENT SHALL BE IN GENERAL ACCORD WITH THE PLAN TITLED "UVA GOLF INDOOR PRACTICE FACILITY, SITE PLAN DIAGRAM" PREPARED BY DEWBERRY DATED APRIL 30, 2015 (HEREAFTER "LAYOUT PLAN") AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE LAYOUT PLAN, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS SHOWN ON THE PLAN: - BUILDING LOCATION, ORIENTATION AND MASS - ACCESS TO THE SITE VIA NEW ROAD LABELED "ACCESS DRIVE" 2. INGRESS AND EGRESS ALONG BIRDWOOD DRIVE SHALL BE RESTRICTED, TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, TO ONLY THOSE RESIDENCES SERVED BY BIRDWOOD DRIVE AND SHALL NOT BE USED AS AN ACCESS TO THE INDOOR GOLF PRACTICE FACILITY. 3. ANY NEW CONSTRUCTION AT THE EXISTING GOLF COURSE FACILITY AND SITE OTHER THAN THE SITE IMPROVEMENTS SHOWN ON THE LAYOUT PLAN, EXCEPT FOR MINOR CHANGES (SUCH AS ADDITIONAL PRACTICE TEES, MODIFICATIONS OF GREENS AND OTHER CHANGES THAT DO NOT REQUIRES A SITE PLAN), SHALL REQUIRE AN AMENDED SPECIAL USE PERMIT. 4. THE OWNER SHALL CONTINUE TO IMPLEMENT AN INTEGRATED PEST MANAGEMENT/NUTRIENT MANAGEMENT PLAN TO REDUCE ADVERSE WATER QUALITY IMPACTS. 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 n-rnunWnnn■ vn1rr1 %AV 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 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEE CO.05 FOR ENLARGEMENT SEAL REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents PROJECT NUMBER 1408 DATE March 31, 2017 SHEET TITLE GENERAL NOTES SHEET NUMBER C0.01 EROSION & SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES CONSTRUCTION OF A NEW GOLF FACILITY AT BIRDWOOD GOLF COURSE. THIS INCLUDES UTILITY INFRASTRUCTURE, PARKING, AND ACCESS ROADS TO SERVICE THE PROPOSED FACILITY. THE UTILITY INFRASTRUCTURE INCLUDES THE INSTALLATION OF WATER, SANITARY SEWER, GAS, TELECOM AND ELECTRICAL LINES. THE PROJECT AREA IS APPROXIMATELY 6.27 ACRES AND WILL DISTURB APPROXIMATELY 4.14 ACRES. 0.75 ACRES OF IMPERVIOUS AREA IS BEING ADDED. EXISTING SITE CONDITIONS THE EXISTING SITE CONSISTS OF GOLF COURSE DRIVE, AND BIRDWOOD DRIVE. THE EXISTING SITE ALSO CONSISTS OF TREES AND GRASSY AREAS, SOILS SEE SHEET CO.03 FOR SOILS MAP. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING, EROSION AND SEDIMENT CONTROL, MAINTENANCE, AND STABILIZATION OF SOILS DURING CONSTRUCTION. ADJACENT PROPERTY THE EXISTING SITE IS SOUTH OF IVY ROAD, WEST OF 29 SOUTH, NORTH OF BIRDWOOD LAKE, AND EAST OF THE BOAR'S HEAD, NO WORK WILL BE DONE ON ADJACENT PROPERTIES. OFFSITE ACTIVITIES ALL OFFSITE ACTIVITIES NEED TO BE ADDRESSED BY THE VSMP PERMIT HOLDER AND APPROPRIATE INFORMATION CONTAINED IN THE SWPPP. CONTRACTOR SHALL ONLY PERFORM OFFSITE ACTIVITIES THAT ARE COVERED UNDER THE PERMIT HOLDER FOR THIS PROJECT OR COVERED UNDER THE PERMIT OF ANOTHER PROJECT. STORMWATER RUNOFF CONSIDERATIONS THIS PROJECT WILL INCREASE IMPERVIOUS AREA AND STORMWATER RUNOFF. STORMWATER CALCULATIONS CAN BE FOUND IN THE STORM WATER PLANS, SHEETS C6.01 -C6.08. CRITICAL AREAS THERE ARE EXISTING AREAS OF STEEP SLOPES ON SITE. PLEASE REFER TO THE EXISTING SITE CONDITIONS (C1.01-1.10) FOR LOCATIONS OF STEEP SLOPES. THE PLAN HAS BEEN DEVELOPED TO MINIMIZE LAND DISTURBANCE. WHERE GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TO CONTAIN SILT THROUGH PROPER EROSION AND SEDIMENT CONTROL PRACTICES. THE INTENT OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO GUIDE THE CONTRACTOR IN IMPLEMENTING ACCEPTABLE MEASURES, INFRASTRUCTURE, AND MAINTENANCE PROGRAMS THAT WILL MINIMIZE THE AMOUNT OF EROSION AND RESULTING SEDIMENT THAT WILL TAKE PLACE DURING THE CONSTRUCTION OF THIS PROJECT. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VA EROSION & SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MEASURES STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SAFETY FENCE (VESCH STD. & SPEC. 3.01): A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. SAFETY FENCE PROHIBITS THE UNDESIREABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. FOR USE IN AREAS POTENTIALY UNSAFE FOR THE PUBLIC. CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02): STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS. CONSTRUCTION ENTRANCES REDUCE THE AMOUNT OF MUD TRANSPORT ONTO PAVED PUBLIC ROADS BY VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE LIMITED TO THOSE SHOWN ON THE PLANS OR OTHERWISE APPROVED BY THE SOIL EROSION OFFICER. SUPPLEMENTAL DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR FOR APPROVAL IF ADDITIONAL ENTRANCES ARE REQUIRED. SILT FENCE (VESCH STD. & SPEC. 3.05): A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT FENCE IS INSTALLED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE CHANNEL FLOWS. STORM DRAIN INLET PROTECTION (VESCH STD. & SPEC. 3.07): A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. STORM DRAIN INLET PROTECTION PREVENTS SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. FOR USE WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA. DIFFERENT TYPES OF STRUCTURES ARE APPLICABLE TO DIFFERENT CONDITIONS. CULVERT INLET PROTECTION (VESCH STD. & SPEC. 3.08): A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS, CULVERT INLET PROTECTION PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. THIS PROTECTION ALSO PROVIDES EROSION CONTROL AT CULVERT INLETS DURING THE PHASE OF A PROJECT WHERE ELEVATION AND DRAINAGE PATTERNS CHANGE, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE OR IN NEED OF REMOVAL. TEMPORARY DIVERSION DIKE (VESCH STD. & SPEC. 3.09): A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. A TEMPORARY DIVERSION DIKE DIVERTS STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPE TO A STABILIZED OUTLET. THIS STRUCTURE ALSO DIVERTS SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY SEDIMENT TRAP (VESCH STD. & SPEC. 3.13): A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET. TEMORARY SEDIMENT TRAPS DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. ROCK CHECK DAM (VESCH STD. & SPEC, 3.20): A SMALL TEMPORARY STONE DAM CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS THEREBY REDUCING EROSION OF THE SWALE OR DITCH. TEMPORARY SEEDING (VESCH STD. & SPEC. 3.31): THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TEMPORARY SEEDING REDUCES EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS. TEMPORARY SEEDING REDUCES DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. FOR USE WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR PERIODS OF LONGER THAN 14 DAYS, SUCH AREAS INCLUDED DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROADBANKS, ETC. (SEE MS#1 AND MS#2). A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN ONE (1) YEAR. PERMANENT SEEDING (VESCH STD. & SPEC. 3.32): THE ESTABLISHMENT OF A PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. PERMANENT SEEDING REDUCES EROSION AND DECREASES SEDIMENT YIELD FROM DISTURBED AREAS. PERMANENT SEEDING STABILIZES DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIAL. PERMANENT SEEDING ALSO IMPROVES WILDLIFE HABITAT AND ENHANCES NATURAL BEAUTY. FOR USE IN DISTURBED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED TO STABILIZE THE SOIL. FOR USE WHERE ROUGH -GRADED AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE. MULCHING (VESCH STD. & SPEC. 3.35): APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE, MULCHING PREVENTS EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. MULCHING FOSTERS THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD. FOR USE IN AREAS WHICH HAVE BEEN PERMANENTLY SEEDED. MULCHING SHOULD OCCUR IMMEDIATELY FOLLOWING SEEDING. AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED WITH AN ORGANIC MULCH. DUST CONTROL (VESCH STD. & SPEC. 3.39) APPLICATION OF TEMPORARY SEEDING (VESCH & SPEC. 3.31), MULCHING (VESCH STD. & SPEC. 3.35), IRRIGATION, SPRAY -ON ADHESIVES OR BARRIERS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES, TEMPORARY AND PERMANENT STABILIZATION TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS AND LESS THAN ONE YEAR. THIS INCLUDES, BUT IS NOT LIMITED TO, STOCKPILES AND BORROW AREAS. PERMANENT SEEDING SHALL BE APPLIED AND A PERENNIAL VEGETATIVE COVERING SHALL BE ESTABLISHED ON DISTURBED AREAS WITHIN SEVEN DAYS OF BEING BROUGHT TO FINAL GRADE ON AREAS NOT OTHERWISE PROTECTED. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS TO BE APPLIED. MULCHING SHALL BE APPLIED TO ALL PERMANENT SEEDING IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. MULCH LIBERALLY DURING THE MID -SUMMER AND WINTER SEASONS. SEE VIRGINIA EROSION AND SEDIMENT CONTROL TECHNICAL BULLETIN NO. 4, NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES, FOR UPDATED SEED MIXTURES AND SCHEDULES AS WELL AS UPDATED LIMING, MULCHING, AND FERTILIZING REQUIREMENTS. SEE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. AND SPEC. 3.35 FOR MULCHING SPECIFICATIONS. PERMITS PROJECT DISTURBANCE IS MORE THAN 1 ACRE. THEREFORE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT AND MAINTAINING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE PROJECT IS MORE THAN 10,000 SF AND WILL REQUIRE EROSION AND SEDIMENT REVIEW APPROVAL. EROSION & SEDIMENT CONTROL MAINTENANCE IN GENERAL, THE PROJECT AREA SHALL BE CHECKED WITHIN 24 HOURS OF EACH RAINFALL EVENT OR WEEKLY IF NO RAINFALL EVENT HAS OCCURED, WHICH EVER IS MORE FREQUENT TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN WORKING ORDER. EROSION CONTROL DEVICES SHALL BE MAINTAINED ACCORDING TO THE FOLLOWING SCHEDULE: 1. SAFETY FENCE SAFETY FENCE SHALL BE CHECKED REGULARLY FOR WEATHER-RELATED OR OTHER DAMAGE. ANY NECESSARY REPAIRS MUST BE MADE IMMEDIATELY. CARE SHOULD BE TAKEN TO SECURE ALL ACCESS POINTS (GATES) AT THE END OF EACH WORK DAY. ALL LOCKING DEVICES MUST BE REPAIRED OR REPLACED AS NECESSARY. 2. CONSTRUCTION ENTRANCE THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 3. SILT FENCE A. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. B. FABRIC SHALL BE REPLACED IF IT HAS DECOMPOSED OR BECOME INEFFECTIVE. 4. SEEDING THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 5. STORM DRAIN INLET PROTECTION SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE DESIGN DEPTH OF THE TRAP. 6. TEMPORARY SEDIMENT TRAP A. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. B. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. C. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. 7. DIVERSION DIKE THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE DIVERSION DIKE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 8. CULVERT INLET PROTECTION THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH ON-SITE CONSTRUCTION. SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. DUST CONTROL IN PLANNING AND MAINTENANCE FOR DUST CONTROL, LIMITING THE AMOUNT OF SOIL DISTURBANCE AT ANY ONE TIME SHOULD BE A KEY OBJECTIVE. TEMPORARY STABILIZATION MEASURES SHALL BE CHECKED REGULARLY AND RE-APPLIED AS NECESSERY TO REDUCE DUST EMISSIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EMPLOYEE WHO WILL BE RESPONSIIBLE OF THE EROSION AND SEDIMENT CONTROL PLAN AND REQUIREMENTS FOR THE PROJECT THAT IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION OR THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY AND RECREATION AS A RESPONSIBLE LAND DISTURBER (RLD). THE NAME OF THE CONTRACTOR'S RLD AND COPY OF HIS CURRENT CERTIFICATION SHALL BE PROVIDED TO THE OWNER, ENGINEER AND EROSION & SEDIMENT CONTROL PLAN APPROVING AUTHORITY PRIOR TO ISSUANCE TO THE NOTICE TO PROCEED FOR THE PROJECT. GENERAL EROSION & SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (9VAC25-840). ES -2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND-DIISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN -APPROVING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN -APPROVING AUTHORITY, ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ES -8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT OR WEEKLY. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES -10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ES -11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. ES -12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. ES -13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT (VSMPP) FOR THE DISCHARGE OF STORMWATER FROM CONSTRUCTION ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING 1 ACRE OR GREATER. VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT HTTP://WWW.DEQ.STATE.VA.US/PROGRAMS/WATER/STORMWATERMANAGEMENT/VSMPPERMITS/CONSTRUCTIONGENERALPERMIT ASPX FOR MORE INFORMATION. EROSION AND SEDIMENT MINIMUM STANDARDS 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. SPECIFIC FERTILIZER, NUTRIENT, & SEED APPLICATION MUST MEET EROSION AND SEDIMENT CONTROL (ESC) TECHNICAL BULLETIN NO. 4 NUTRIENT MANAGEMENT FOR DEVELOPMENT PROJECTS. DOWNLOAD AT http://www.deq.virginia.gov/Programs/Water/StormwaterManagement/Publications.aspxl. MULCHING REQUIREMENTS MUST MEET VESC HANDBOOK MULCHING TABLE 3.35A. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ANY BORROW, FILL, OR WASTE SUCH AS DEMOLITION MATERIAL MUST BE PROVIDED FROM OR HAULED TO A PERMITTED, APPROVED, SUPPLY OR WASTE AREA. ALL OFFSITE ACTIVITY IS NOT PART OF THIS PERMIT/ PLAN SET AND IS ADDRESSED UNDER SEPARATE COVER. SOIL STOCKPILES ARE NOT ANTICIPATED ONSITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION, 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6, SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. EROSION AND SEDIMENT MINIMUM STANDARDS 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE REGULATORY AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA FOUND IN VESC REGULATION 94VAC25-840-40 MS -19 PARTS A -N FOUND AT WEBPAGE HTTP://LIS.VIRGI NIA.GOV/CGI-BIN/LEGP604. EXE?000+REG+9VAC25-840-40 EROSION AND SEDIMENT CONTROL SEQUENCE 1. CONTRACTOR TO INSTALL EROSION AND SEDIMENT PHASE I CONTROLS. 2. CONTRACTOR TO COMPLETE DEMOLITION. 3. CONTRACTOR TO COMPLETE SITE IMPROVEMENTS. 4. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT PHASE I CONTROLS. 5. CONTRACTOR TO STABILIZE SITE. 6. CONTRACTOR TO INSTALL EROSION AND SEDIMENT PHASE II CONTROLS. 7. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS. 8. ALL BIORETENTION AREAS SHALL BE PROTECTED FROM SOIL LADEN RUNOFF. CONTRACTOR SHALL BEGIN CONSTRUCTION OF THE BIORETENTION AREAS ONLY ONCE ALL UPSTREAM AREAS OF THE SITE HAVE BEEN FULLY STABILIZED. BIORETENTION INSTALLATION NOTES; 1. STABILIZE ENTIRE CONTRIBUTING DRAINAGE AREA WITH VEGETATION. BLOCK CURB CUTS AND OTHER INLETS AS NECESSARY. ENSURE NO UTILITIES SHALL INTERFERE WITH THE INSTALLATION. 2. HOLD A PRECONSTRUCTION MEETING WITH THE ENGINEER, OWNER AND CONTRACTOR. ANY CHANGES DURING THIS MEETING SHALL BE DOCUMENTED AS PART OF THE AS -BUILT SUBMISSION OF THE FACILITY. 3. EMPLOY EROSION AND SEDIMENT CONTROLS AS NECESSARY TO DIVERT STORMWATER AWAY FROM THE BIORETENETION FACILITY UNTIL INSTALLATION IS COMPLETE. 4. EXCAVATE PRE-TREATMENT CELLS FIRST, AND SEAL THEM TO TRAP SEDIMENT. 5. WHEN POSSIBLE, UTILIZE EXCAVATORS AND BACKHOES FROM THE SIDES OF THE BIORETENTION AREA TO AVOID COMPACTING OF SUBGRADE AND TO ENSURE APPROPRIATE DESIGN DEPTH AND DIMENSIONS. 6. RIP THE SUBGRADE SOILS 6"-12" TO PROMOTE GREATER INFIILTRATION. 7. PLACE A GEOTEXTILE FABRIC ON THE VERTICAL SIDES OF THE BIORETENTION CELL WITH A 6" OVERLAP BETWEEN FABRIC EDGES, PLACE THE BOTTOM STORAGE LAYER. INSTALL THE UNDERDRAIN. PACK THE STONE. ADD CHOKER LAYER ABOVE. 8. APPLY THE BIOFILTER SOIL MEDIA FROM A QUALIFIED VENDOR IN 12" LIFTS TO THE DESIRED ELEVATION OF THE BIORETENTION. ALLOW FOR A FEW DAYS OF SETTLEMENT, THEN ADD ADDITIONAL SOIL MEDIA TO DESIRED ELEVATION. ENSURE SOIL MEDIA IS KEPT AWAY FROM POTENTIAL POLLUTANTS INCLUDING SEDIMENT. 9. PREPARE PLANTING HOLES AND WATER ACCORDINGLY. 10. PLACE THE SURFACE COVER OF THE CELLS PER THE DESIGN. 11. INSTALL THE PLANT MATERIAL AND WATER PER THE LANDSCAPING PLAN. 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 nwnnnwonw■ Vlt!\11 %AV 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Aliecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN EE a � f SEE CO.05 FOR ENLARGEMENT SEAL REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents PROJECT NUMBER 1408 DATE March 31, 2017 SHEET TITLE EROSION AND SEDIMENT CONTROL NOTES SHEET NUMBER C0.02 , J _ _. ... ;11 r , ._. _ ., ... , .._-' - 11 - 5 _ .. .. a _, (- _ . .. - - - f _ I i 13 , , , , - I 11----- r , : -_. --. , , ,.r I - - - 5 - ._. _ - - _- , 1 I r r r + _ 4 _ _- , ,, 1 C - - „, _1,11 1 : _- - - M- - , _- _ _ _ _ , ii - .. __... ..-..._.. - _... _..-_. ___ - `5 I 11 I % __ 13 ;. , _ __ 13 , / _ - -- , -4 , , , < _ , 2 _ , I , _ I __ 3 12: _ - t 3 _ / , 0-6 4 _ - 11 111 I 4 .� _._ - __ 10 , _ �` 414 WtFr ' , , es Franklin Street 33 - - _-- ___23220 f - _ Richmond, Virginia N LP :, a. _ r P - -(:D- _ 1 ph 804-344-4405 P�` _ P� g i _ _. _. - - - - -- S - _ _ N :, ' �P E < fx; 804-344-4406 v� , 2oN i - o� N11 _ ill ,A;. 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HOST PROP. INC HC S9D2-01--IS COMMERCIAL OFFICE NO. DIRECTION DISTANCE Ls S 74.°46'07" E 12.55' L2 S 83°14'o6" E 89.06' 1, . - 1___, 1. I , .., ___; �,� ;, "I" � � _ -1 ,,`, -1- 11 - 1, i I I-, �, � - - - - : . - __ I . 1 � 1_ , __ _ - _ - - - -, _._,____ I - __ i , - , I � I . ,� ('9� /11_� � / :: �r . I � /-----\ ", r, , � / CAPACITY OF THE MOST LIMITING LAYER TO LAND CAPABILITY (NON- MAP UNITSYMBOL MAP UNIT NAME SLOPES (PERCENT) NATURAL DRAINAGE CLASS TRANSMIT WATER (Ksat) IRRIGATED) HYDROLOGICAL SOIL GROUP 513 BELVOIR LOAM 2 to 7 SOMEWHAT POORLY DRAINED MODERATELY LOW TO MODERATELY HIGH 3W D B 14B CHESTER LOAM 2 to 7 WELL DRAINED MODERATELY HIGH TO HIGH 2E 14C CHESTER LOAM Ito 15 WELL DRAINED MODERATELY HIGH TO HIGH 3E B�;;\ \\ 19B CULLEN LOAM 2 to 7 WELL DRAINED VERY LOW TO MODERATELY HIGH 2E B 19C CULLEN LOAM 7 to 15 WELL DRAINED VERY LOW TO MODERATELY HIGH 3E Bvs 20D3 CULLEN CLAY LOAM 15 to 25 WELL DRAINED VERY LOW TO MODERATELY HIGH 6E B ( '\X \ ; \ \\ s 36B HAYESVILLE LOAM 2 to 7 WELL DRAINED MODERATELY HIGH TO HIGH 2E B; R1 \ 414 West Franklin Street 36C HAYESVILLE LOAM Ito 15 WELL DRAINED MODERATELY HIGH TO HIGH 4E B Y\ / \ \ ` � , �,,., � � �,, � Richmond ' Virginia 23220 56B MEADOWSVILLE LOAM 2 to 7 WELL DRAINED MODERATELY HIGH TO HIGH 2E A 'wf ph: 804-344-4405 66D PARKER VERY STONY LAOM 15 to 25 SOMEWHAT EXCESSIVELY DRAINED VERY LOW 6S A�%�\ fx: 804-344-4406 77 RIVERVIEW-CHEWACLA COMPLEX N/A WELL DRAINED MODERATELY HIGH TO HIGH 2W B PROJECT TITLE ' UVA FOUNDATION AION s I GOLF FACILITY CONSULTANTS CIVIL \ \ \ -%� DEWBERRY 4805 Lake Brook Drive 6 \ - — f suite 200 AyGlen Allen, VA 23060 ph: 804,290.7957 ` fx: $04.290.7928 STRUCTURAL - / ' / {' /{ /' /� f \\ \' \ 'f ; '\ \ -! 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5 '`J"l1�"F f{Tf�f�L�lt-/'� '7 ((, j-� I I ( I / �/ / O X — r( /1 �l / BRICK BARN ' 1 720 Moorefield Park Drive, .:.r/ At �-�1`�-- 1 ` Suite 301 1 i i I + i r%'.r�i �� a�.ty �sic`+I�"�r � I i i i I I i � JJ i / •N / ,' /' `�\ -------_ \ 565 ph: 804 323 0656 ,'� + ,III � �;'�`iIJ '\ �� I III 1 OST ,/'J iI ►ji i 11I i, IIII f',`;�1I r i\ t I , /c'f��r�_/r��® -- / :yr,/ r',- iIi�� /L��N"ti��z�` t fx: 804 272 3916 MEP----------------------- III (/ 1,i ,`}~�/<rr1 �rr,' %'r_,L{rt,I�,,r',1 \ I I 1 1 \ I —_— ---------------�-'----------,'� _ LI ------------/-YARD 1r- ' <`"t �'Qv,-OHIO 5~' LU + SMITH iI `�DRAwT- -TREE i \\\ c� ` '_i r \\ 11508 Allecin ie Parkwa Y �frl}r 'tr `\1 \I ,i.!! wItIC� !i . !f.�� II / ---- ----------------------------- I \ I ` 11 \ \ \ I f \\ \I \ \ I I Ii II ;z. ,t 1 \\ Ric nd V 23235 ph:804-423-61444 i 1 ' \ \ ' �C\P \ ` \ \ 1jSILO / i II, l 1 ] i 11 � lI 1�ji/ 1I fx: 804-423-6445 Landscape Design: / . � STORY i `` ,` i ('�j�i ;r-�1` AECOM Charlotes'v,� i , - /� „T ty��tr. .1� z<.P�It'J7 4GRANARY 55 Second Street SE Suite 100 �, /; — �;;jt/-'` Charlottesville, VA 2290. 2 /,I J + f�rI<;t,i, IIJ ph: (703) 682-4965 � I/ `'om~ ' \ ------ � ----------- '+ -j. ___�-- �y�f r: /!� "C .-17. .,Ir`ti �. ,Yt,.l ASPHALT ------ 4 $?a,'p,l%�r�: .`�I II I i ' + II' �/- JB `. .te�"" I , t.fF.^� �%t�1�i��1/z;' ----------- i/h KEY PLAN �`�f, 1,�t�`: }.,/Cf'-2`I� ��,;r IJII III I I , ,+I II STORY /,-"TREE\\ ---------- ---- ---STONE GARAGE !�i,, STONE f, 1f �lle1 xh ' . r r I; 'T ':>f�r`(✓;. �fI I fI �l Jj_ ,�'��s,)IrIISL�.�r�C�l/mo �li, /.�` 1� Z�C)t, //\ i7 < I t f£lf / f 1 - , ��;I 1{c�� 1, !- ��i/I rC �!��; J �`l I I I J� 3 a �1+ '..r ��.j`1 IJ1I, /��;\ J11J I/N� ' f � 'E.-,,. 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I ' \vtio� 5S 01 -1415 20 40 , 80.6 / RWALL 414 West Franklin Street Richmond, Virginia 510.1 � �\ \ 23220 ph: 804-344-4405 SCALE: 1 20 ! w �/` `\ I I I fx: 804-344-4406--0 O j I /' / S`� / // j /' l 1 1 I /� � l I l / l � I / I I \N`I0 m 1 I ! I / / / 0 / \N I 583 / / // \/ 5��.3 �oNc i \) / / / / / / / I I I PROJECT TITLE S80• 5 ' / UVA FOUNDATION #457 to GOLF FACILITY STORY BRICK 8c FRAME //, 6 I W � �� BASEMENT 57• 2 � ,� AM/ / / � / / / / tn / � I CONSULTANTS I I CIVIL / DEWBERRY 4$05 Lake Brook Drive Suite 200 PUMP 1 - O e 0 - ;r , / / % / / / / / / / / I / i Glen Allen VA 23060 h $04.290.7957 / fx; 804.290.7928 `�\ J ONG #474 � o�N I � 5�3 � � /' I ; ; -' // � // / / / // // / / I I ► I / I STRUCTURAL g 66•STORY DMWP&V 66 720 Moorefield Pa rk Drive,RC ROK I I Suite 301 804 323 0656 BUILDING ph : $04 272 3916 _ // / l l I I 1 MEP 5 1-7 "��'O r 65 3 ,' / / / / /l I I LU + SMITH 11508 Allecin ie Parkway O _ /' /' J I i - 571 i I , ,' , _ _ _ _ _ , ' ! ' ! I 1 1 \ \ \ I \ !' 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CONSULTANTS :5E CIVIL DEWBERRY 4805 Lake Brook Drive rh sit V Suite 200 �2 Glen Allen, VA 23060 p h: 804.290,7957 fx: 804.290.7928 cy" STRUCTURAL 720 Moorefield Park Drive, Suite 301 cD Ell ph: 804 323 0656 Uj EVa_ 7" fx: 804 272 3916 ".7 J MEP ------- FIENCE LU + SMITH RAJIL X 11508 Allecingie Parkway Richmond, VA 23235 ------------ -- - ----------- — ------ ph: 804-423-6444 AS P Ht' If fx: 804-423-6445 Landscape Design: ---- U,3TV -',TV UGIV ij� - U��= - AECOM Charlottesville UG�)/ A_ 455 Second Street SE GPAS�S e�T Suite 100 u) K L a 7, -T.WAIL Charlottesville, VA 22902 _0() K ---------- ph: (703) 682 -4965 A LIJ !C7 C TE N ("I J RT�') \d KEY PLAN ji 4� '7 rill, 11 J, 110� __j d SEE C0,05 F OR ENLARGEMENT SEAL L VS,)AILTIi,®r x - ---------- P 1 4P V4 IN-M. 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", -.' ___ 1�_ - - - ,----'' / - -�,,� , , I I �) , i i i ___ I � I i '--- , -, � I __ k�-(.) ,I-- / I \ \ \ \ , I \ I � � � -, \ \ \ \ \ '� �, J ,�-_-N / \ \ \ \ \ NN\ \ I , i � , 1 / , , I , � / ! i , , I i, I � Ir 1�_ ,,_;_�) / I - - - . � I � 11 ,/ , , \ \ '' ,_ I . � 1'�` "I'll - , I ______ 0' 20' 40' HORIZONTAL SCALE SCALE: 1 " = 20' 01 4' 8' VERTICAL SCALE SCALE: 1 " = 4' SANITARY SEWER A 570 570 - I --- - --".. -1- I - -1--- -_ ..,___ .-,,�---.1--1l.-.-..-,-.---1-l11. -.-,' --------- 1111__-_ -- ---- -- x I-- I -11- I - --l-1- - - - -- -- ---1- �-- .---- -- I 1 - - 1 1 1 --.----- --�--- lI'l I - l 1 ---lI----�------.---- ----- - ----.-- - '--------"-.-- ---- �---- -------� PROPOSED GRADE �,�--.'�-�-.1-1.�---,,--"--"�---- --- --------"----- -"� -1--- --- -------------- - --.--,-,------,-- ---- ----.--- - --.- ..-- ---- '___.1111.. --1_1111_11 __ - ---. - . 1. -- - --r- --- - -- --�."-"�---'--� - -.--�--�-',-,-.-----,-- --.-..-'-'-- - �X - ---.. .--------- - ---- - /- - ------ ----- - - -- --- -- �-� - - -------- �-1-1- - ----r-1 ----' - - -.--1 .---- -- -r - .1- .---- r .- -- -----1_�.. 1 1 1 r-. - -- -'I"- --. --'-- '-- ----- - - ---- -- ------- --_-_-1111-11"- ---- - ----1-1-1-11----------------1 ' -"I--'.�-I - - "I -- _ - I'--- - __ '__- -- ,- ....-1- __ -" - -----"---- ---1---- --- ---- - - - � ,-- -- - - - - ,- �- � - - -- - , - -- " - � - 1111.1111 - - -, -- . - -- - - -- - -- - 11 -_ l - -r ------ - -1--11 1 --1--- -1- --1 --. --- --- -, - - -----'----,-r-- _-_______- ' -- - - - - �- 555 -- -' - 1 ----r''.- . 1------�--- 555 .-- --- . I - - ------ I I I- � I- ---- (TVP) ----- - - I ---- 11 --------- I � - --- --- _.-1 Z-11 . 11 - - " 570 - -1- _.-__ 111- --.-1-1 -- 111-- - - -11-1-11-11- I -- ----'----- --l- - . - - - 550 - ---- -- --- ------- �- -.- -,-"-- - -- --"-, -'----'- - - -- - ...... - . . - - ----, --- - --- ------- - -------- , ,- - ----, - -----------'------'-- -- ---- -- ---.- ---------.---'-'.---- - - '--- -.-----'--'-------- -'--- - ----'-'----------- 550 ' N MI.. .1COVER OVER 5I5-,--5 -- - -- - - - -- --- - - ----- - --- 1111___- -- --- - - - - 1111 -- -- -- - - - - -- - - --- - 111-1.----1111 -- -- -1 -- -1 ---_-__ � - _ - - - I - ;!� -- - -,-- -- - - - - - - 1111__ I--,-,.,-,--- - ,- - - ( - �) - - -- -- .... .. , - - - - � - - -- - - ------- - , ,--- - - � - �- , � - - -- � - - - - -- " - - - --- -- - - - --" - - -,- - - , , -- - - - - � - �1111_ , - - -.--- 2: C� < C/) - -' ,--,-,-- ---' --' - GRADE 1111 -�-- ----- --- - ------,-------- (TYP) �- - --- - .---1r-r---1- ---------_--- -r ----- __, ---�-I------ ---- ---------- -� ----'- 545 r -- 1-l.. --'-- '- --- - ------1--.--- - l -- 1...-- _, _ -- 6 PVC GRAVITY SEWER ---r- - - -.--. -- ---.-- -- -- - - - -- -- l - 11-- - - --r -1 --- -/r - - - __ __ -- - - ---1 1 - -- - - -�-- -- _ r I -CD- -- - -- -- -L7O -1--- _- - ------ -- - ----- -- - _111-------1 - 3 .8 '@0.68% 193.8'@0.68% 9 r- ----.--.--- -- - -r r �- - -I -------1111_-� 1111_ _. - I- - --- - - - I ----- - --r -- -_ - - - - rr_ __-- - I- �-'-'r-_--11 - - -- r--1. - . �/ --- - ---- � - --_ - --- -- ------ � 1111.._ ---z - - I 11 - - I---- -. ----- ._-11.11_-_. - , ----.- -- -�1"r---�- 12 DIP-GVITYSEWER 1 -- - -1-- -- -- -- - - - -r- -- - - --r--- - r -- -- - - -1 1- - --- - '- 550 �� 540 I V) 0 N Li z z 0 - .-.-------- -----....---- 560 540 - .1111..- � . 111 --- - - , -- - - -1 .1 -, ---- 11- -I -I--- -- - --- - , . - I' - 5 -'---'-- -----"-.1-1 - --- -- -' --1- -... - --- L - --11 ----- -- -- 1111 _ .- -1- 550 50 --. � , - -- ---, -.I-----l-I.---,- - -)-1---I - . - --- 1-- --- _ .--- I -- - - - - -- -0�, --.1___.---- .....------ 1111. I1 --l-(-- ---'-I-". ---. --1-- -I-1--- - -11- I- -- - \'-,11 . 0 --------- - -- 1111_ . 1- -- - ' 1� - -- - , - - -- 1111/1111 -- -_-__-- -_ - _-_-- ---- --- - -� ----- --- ��3' - .-1 -- ---- - -- .---- .- . - -- --. --- -- ----- ----- --- 1 _ - --I - ----------r-1-1 - - 1111__ -r----- -.- r _ --.- . --- - 11 -.1-11 -1- -- ---- --- I- 550 - �-��,�-�"-"-��--�--,�--,---.,- ---'--'-----'- . , . ---- .... - -------- -------'---------- MIN, OVER - I -- -1- I --1 - I- - --- - -1-1- ---l-1-1- --I-.,------,------ -.--------- - . _/_ _ --- - -- - -- - -- "-- - - r- .---- - ---.r- ------ -- -r ----- ------ --- � - --- - 11111111 - ------ -1-1-1 - -- - - --- (YP) -t----- ----- - '-' -- - - I - - \W - _ _ ,_ 11 11 I -- - - .- --- I ._-__ - - - r - - - -- - - -. --...-- r .-I- - - -------- - - -- ---- . . -- --- - - 1. -----1- I-- -- _-1111 - -- ---------------- -, .---. '1 , - - - - --1111 ------ -- - - - - - - , �_ ��N\vS - k--: -1- - __ - - , , - - - - - , _ I _ - --- - --- -- 0:� Ljj -- -------- I-� -- - � -- -- - ,- I - I - -------- _ - _ 1f 555-.(5 - - - I. - -____ Ir 0�� .--- - - - -- - - - - - ---- -- r-r- - �I- 545 L -Li Cn W Cn < W �> 16� C�----'-�'-'� I 1111-1 I - - -- - - 1-11 111. � I I- W - ":� __j (D "t r-0 -1- -11- ---l- ... - - - I - � � I - - - I- I - - I - , -- I I - . -1-11- I 1-- I � I I 11 I- - . - � 1-1 -1----- 1 - �- � ��- k�-�-- Elf =) I I I --- - - - � - , � - - I I I I- �j 6, U 545 ------- - SF\NER 0 - - .- - - - --- - I� - � --1-- --3I- - - I I - -1111_-.-- - -1- - - - - ---- �-- ---1-- . r -- ---11- _ -- 540 -I.- - -------2 - 1 ,-'B0% -- --163P- .'_ - - - 11 1 1 1 .-I � - - - - - I - -- - (-O - r- - -..------- - -- I - - --- ------ -- - - r ------ -- - - . -- ---� -- - -- - - -- I- ------- -- ----- - - L L0 --,,--LC)-LC) - -- - -- -- - -- - - ' _- - - -1-. -- -- - ---. - --- „'r -- -- N � - ---- - - ----.- - ---- . . _. ___ _ __ - - -- - - - - - - , CN �- - - -,__--- N - --- - I- - 11.1- -_-__--I---- -.-- -------.---- --- �- D�� U p n =) 1111 -- -- - - -- -I. - b:I I --- -I-1 -"Ill -- 1-1- - - - - - �-Co '- - - �-,& � - - r -� r- ,_ - L 1111. - '-- __- � -- - 1- ---- _--- --- - - -� 535 = 0- = 0 - - 0 Of +z - - -- - - -- C,.� = Li -j = 0=0�>o i- r�' (f) ;-- LJ -:� - - - - - U� --- U� - - - - . F Fob D"D F n U 0 = U 540 535 = O) �0 N dNCD 0 q0- - .- - - -- ----------1111_rl-1111 - - - --- 0 �: �C N I---I- - -- - -1-.- - - - . - -- r- ' O) O -o 0 0 -r - C� r: `- 0 0- N NN --1 r 1111_. - 1111-_ - --r - - _ - - ---- -- - --- .. - I r -r -1-... r - 1111_ I- -- I r -1I------ - - 1.I- -- ->-I[ n t 1-- ' - - ------ - 1 -I -- ---- + n In - r- _ - -� - 1-rnI II LC) - - -,- -- - - r- Nrn + ><I- - Ln Lo- I I LO. -�r I --.- - - -r �-- ---I - - - -r '----- 1111-- - r - -- r -I -r - -- -- � - -I - 1I11 1111 _. '. ----- - - ----- -. -- - --1-- .1- -- � - -'- � r- �� 1 - 20 Q: II z - --1- - - -.-- - -- --- 1- - - ---I- ------ -��- � ' � --- -- - - - - D 11 - � - D r1�- -_co0II=) zz0 - � � -II I[--. z z z -� -- -- � .._ - I . - - _-.1111_ _.___._.-1111 - . - -'' . - -. - ------ .---- 0 � -- -1111_ 11 --. 530 --1- --- -- - - - - - - - -- -- - - - I -- - _- -----2----- MCn-z - - > --- - ------ --� -- - -- -- - --.____ ___ ___ .- Q - - - ---- - >>>> - �- . -- �� QZ - ----- - - - - ------I - I --- 1111 1 - ----r I---_ - -. _ -- - _- -_ - --- - -- . - - - -,-> 530 o<>>>> - - - - -- A14+80 A15+00 A15+50 A16+00 A16+50 A17+00 A17+50 A18+00 A18+50 A19+00 A19+50 A19+80 SANITARY SEWER A PRIVATE SANITARY SEWER B 580 580 580 580 -1- -- -- -'------ -I--- I- --- - . - � --- 11-1 1- -- - 1-111- - -- -.- - - - --1--l- -1--l-I 565 ----------'-'-----"- ... --- - - - � - -- - - - - - - - - -.------ .-- --- ---- - ----- ---- -- � - - - , -.-, - - � .-- 1-1-11 ---- � - ------ -- ------ -- - - 11 � --- - 1----------'--------- -.- -- ---------- --- .1-1-11 � - � - � - "-----, - --,.,- -,-- - - -----"- ,.-,- � - ---- - -- - -'. -- - - --- ---- --- -, -- -----,- - ------ ---,.-----, .------..---- .1 I - -- - ---- ------ � - - -1 �- -I---.-,- ----.-1--.--- - --- ,--..-"-��----..--.----.------- -.11-1 - I-- - -.------ , ---- - - --- -..- .-- �---- - - � ------- --- - - -- -- ---- --.- ...... -, - , . - - - � - I- -- --l-1- - - -- -- - - - - -- I ---- - --- - --- 11 I - - I - - - - I 11 - I I --l- -1 ------ -1-11-1 --- -'.------. -- -- I I I -1- - I- - 1-1 -1111-1 - -11- 565 1 1-------------------.-- - - - - - - - -1 - - - I-- I--,--"- -- -1-11 -- -- - � 11 ---- I- 1.1- - - - - --- -1 -- ---- - ---'I-- I 1-- -1 --- ----'---- .1 I'-.-,-- - - - ---- � . ....... 1. , ' ---- --11-1-1- - -1 -1- - --- --.- ------ -1 -1.1 ----------- 1- -1-- -1-11- -- - � � - I I I1I 1- - --- -- - -----1111_ - - -11-1-- I . --'- - ,--- - .---I-"- I . . � � - . 11 -- .I------ ------------ -,-----, -11.11 I-,,-,- 11 -1 . -- . 11 - - - - I -1-- -------- � .. 1. 11-1 - -.- I -.-- -- -- ------1- I- ---,-- ----- - ,--".- - I- - 11 I I -I--.- I �. . - .1 --- -� 1111..._ �I1;x1.71� --'--- - --I ---- ---.--- ---'----'- --1 1 1111__-_ 1. --- ------- ---.- -.- - -1- 1- I--.------.-- -- -- .---- -- - -I..--- -- - --- - __-__ ---- ----- ----, EXISTING GRADE ' 1111----_ 11, - 1--l- 1 -1111____- -- -- , -- --- - - 1 -- -- -- 1-1 1. ------ . -1I- ---l -- - .- . . 1.111 - \II; --- -- ----/- 560 �X 560 ,- GRADE7, /- - ----.--- --- - -- � . I - I-I--- I .----------- .-- 11- -- ---- ----- --- C01 / ' ,, -. -- .---------.--------.---.----- 1111.-1111 . ----- -------- ------------ , - , 11 - - -1--11 -. -- ,-- -- 1111___ - . - - -- _ _ --- -------, - = - 1 ---I�i z11---1111_._. ------ ----------- ---- .. � � / --�TOP557I.4---------- '- "--"----- SEWER - - -,-. -,-----6 . 8 '-@-3 . 3 0 % - -- - --- - - --- - .--., - � � - , - --- - � - -----"---- ---1---- --- ---- - - - � ,-- -- - - - - ,- �- � - - -- - , - -- " - � - 1111.1111 - - -, -- . - -- - - -- - -- - I 1111___--11- --- -- - �- I / - --- -�I- -. ... I ,� � -- - - - - �- 555 - � -- - -- - -1 �- -- I - -1- I- - -- - -- - �-11� -1 - - - - .- 1-111- 11 . COVER I / - ---------- -1--- �. I - ---- - -1- -1- -1 - -1-1 � - - - - -1-11 -- -- ---l- - - -- -1 - - - ---- - � � - - - -11 - - - . - -1. �". - , I . -- I-- , - -1111._. -- -- - ,-- -1 ,-- - - 555 .-- --- . I - - ------ I I I- � I- ---- (TVP) ----- - - I ---- 11 --------- I � - --- --- _.-1 Z-11 . 11 - - " 570 - -1- _.-__ 111- --.-1-1 -- 111-- - - -11-1-11-11- I -- ----'----- --l- - . - - - 550 - ---- -- --- ------- �- -.- -,-"-- - -- --"-, -'----'- - - -- - ...... - . . - - ----, --- - --- ------- - -------- , ,- - ----, - -----------'------'-- -- ---- -- ---.- ---------.---'-'.---- - - '--- -.-----'--'-------- -'--- - ----'-'----------- 550 1. --.1 I . --- ",- _�- 11 --- - -1-111._ ,-, --- 11 - - 11 1 - I >- - -11.11____ - -- __ -- - -- - - - -- --- - - ----- - --- 1111___- -- --- - - - - 1111 -- -- -- - - - - -- - - --- - 111-1.----1111 -- -- -1 -- -1 ---_-__ � - _ - - - I - ;!� -- - -,-- -- - - - - - - 1111__ I--,-,.,-,--- - ,- - - ( - �) - - -- -- .... .. , - - - - � - - -- - - ------- - , ,--- - - � - �- , � - - -- � - - - - -- " - - - --- -- - - - --" - - -,- - - , , -- - - - - � - �1111_ , - - -.--- 2: C� < C/) - -' ,--,-,-- ---' --' - GRADE 1111 -�-- ----- --- - ------,-------- � .1 - I I I - - .1 - - -- � - -. , ... -- I -1- - -1- 11 � 60 ;.-- - - ��-o --- � � - -- - , - -- , � - - . . . - - , - - - � - - , �- , � - - - , - - -,--,- - - - - - - - - - � , -- - . , - , " 1111.__ , " I I - � 1111 - - - -1111_ - 545 ,--� - - n (�D co 0 - I _ - --- 545 I 1.-. 1-- 1 co � N [-- n "t 0U -- ------�- .- _'@0.8 � - I - .- 1111_ -- ;zt - r6 -0 L---,- - � - 1111. 1111 I -- - ------------ - - -- � --1111 I - - - . - ... 111 I - - I ... � I- - N LO Ln - -o -w Oz = - -- - --' _r 1-1-1- -- 1111_.. 111- - -- � I -- I - - - I 11 - - - -- - -1 1111_ - I I � 11 - I � --- -11-- 1111. - - � 1111 -- - - ,- . --- I 1111___. - ,---.-, -1- - � - � + I- - , 01111... � -- - - I- I -- II Ln U - -- .5 ._..II___. - - � "-, -= `1-11111111__. Li---- - - - - --- - - - - - - -- -- -- - --- - -- - - - ----- --- -- --- --- - - - - - --- - - -- - - - - - C14 - o z n n- 1111.._ ---z - - I 11 - - I---- -. ----- ._-11.11_-_. - , ----.- -- � . -. .. -1. 11 (TyP) - -------- -- -.3 -- - ._11__.____ -1--I-� 1 -- - -1-- - - I 1-1 -- -11-5 + Lj 1 1� ::�.- ::::� I I 11 -(D -3: I , - I - - - - I - I � � 11-11, - -1 I- � - - - - � -- � ----- ----- - --- "..-I -,--,-I - � I. - - - � � � I I-, I - 111 - - 11 --------- - I 1- I -- -.1. 11-11-11 540 I V) 0 N Li z z 0 - .-.-------- -----....---- 560 540 A19+80 A20+00 A20+50 A21 +00 575 . 1-11. - . � - -- -1--l- I - -- -1-11-1-1- � --- - -11- --- - - ------1 -- -- - --.-------- 1 -1 I - I - . 575 _ . - - . - "-,-.. --- --- - - /,,N-_ 11 I - - . - -1-1 __- - - - - --- - - - - -- -- -- -- - --- -- --- '55) - - I - I - - - - - . _. ------- - - -- - - - --- 575 1-1-1 -11-- -1----l- � --- - I - ---.-------. -_-----1111_ --'--_ . ----'-- ---, "-,----,. ,-,..---- - - ---, , ---- ,-- -1111...._ 11-11.-,-..-�--,--,.�--, - , - -- ,- - -- --- , --- - - - .... .. . ", - .... .. -- --- '------ -, - -- ----'--- ---- -,-- ----------C---0---- 6 - , , � - __1111 -- - --- - __-__ ---- ----- ----, -'-.- -� -, -.-. ---- -..-.. -.... 1111----_ 11, - 1--l- 1 -1111____- -- -- , -- --- - - 1 -- -- -- 1-1 1. ------ . , --.- . EXI-STIN.G--..-GR- A- D- E - - 1 . 0 0 -- -- - 1111 1111 =- 5-7- -- - - 1111. - ---.- --- ---1111.-1-1-1-1_CO2_. --� - -- - - . � . 1111__ ----- - � , �'P EXISTING GRADE --- 1�- 1 - 565 TOP=570. 7 - 1111_ "- --.- - (O--- �I -- ----- -- -------- - ------ -- -- -.------ - � 1. -TO -P, -1. - -.1- -- -"- _ -1- - - ------_- _..._____7 _ - 1 ---1111__. _-- --1.- - -1111-_ -,--_ --� - I -I -- -- ___r• - I 1111___--11- --- -- - , , ,--- - -- - -7- -,--- - --- -�I- -. ... I ,� � _ _- - - --. --.-1 - 1 � - - --- � - ___ 1 1-1111._._ --11- -1 - ----- --I-1-- 570 1V---�xr M - 1111... - -.------.'--'-. . -.,. -- - ---- --- ---- .. .. .---- - .... �� - - 11 1-1-1--.1- ---- 7 570 LO � ---- ------- -.I--11----.------.-.- 1 1-1-1 . . __-1--- --- --"------- - 1--1 I - ..--- - -- - 1111 --:�-------- -111111.__- 7� ----.. / -- - - - - - 11 -1- -I,1111._-111 --1-1111._-_ -.- ,--"- -- ----.------'-'--- - - -1111-11-- - -- -1111.... - - .1 . . . - - -.- _-1--- -- -- ---------.-- ---- - -11-1 -- I 11 � - ----- "I - C" -- 1- -.----- ---.- -- - - ---- -- ' -------- -- .------.------------ .... . ...... -----------1-- ---- -.--- - --11-1 - - --------- ----- - -' ,--,-,-- ---' --' - GRADE 1111 -�-- ----- --- - ------,-------- ------------ - - --- - ---- - - -- , ---- -------------- 1111___ - ------- -- - - --- -------------------Q- 1111- --I -1--1- -11-.- 1-- - --- -- ---1.11-1 - --.- --- - -- - 11.... -------- -- ---- __1111__ - -� --l-- 1---- --1-1 - - - -11-1----- - - 1111. _ - --- ---- -6" PVC GRAVITY SEWER I 1.-. 1-- ---I- -1.------ 565 1- .-.-I--,- -,- - - ---1 -- ------�- .- _'@0.8 � I ---.. -- -- - - - 7 4. - - - '' -- I 565 - - I- 1-1- - -I.- ... -_ - . 11 I I -11 I -- - -- - - - 1111._--____-_---- - ,_-1111_... - I -I-- -1-1 --------- -- ---- " -- - - 11__..11-_._/__ -- -___ - --- - - - ---- -- - - --- - - - ---- I - 1 ------- - - - -1 111 - -- - - - - ----.- -1 I -- _.1_-111_. - --- .1111-1111____ -- -- ----__ - -11-111- --- -- 1---- .--'11------ --l-1-1-1-1- I-- ------ -- - -- -1___111- -- --------.-- , T-- MIN. 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I -- -11- , M - ..O_.._ - -- -11-1-- - 1-1--l- < 0 �--- 0 00 0F < Ln Ln Cn CL OJ - - rr, --'--'--- 11-111- ....-1- :Z1 - 11 ---- --- �,_.__.__+.,--- - --- Ln _ :�i Ln 0 - Ln --LO � Ln - - --- ----- - - ---- ---::zj-' Qf- o- CT -1 0 0 , - I-- 11� LD F�----- U cr I-- _ --I I- _ I-- � --- I I - ---------- - - ----- � ------- �- -=) D --, n U- 0 = = U - <.!� =) C2 .... � - "-.-,''-. --- -- < -5 0 0 --4- Lj�- - + = Cn ----111- I_- --L ---�55-t�;-.-- 540 --- ........ -- - - ----- -- -- - - -1- --C:)'.'z-Uj < �; ' > > z z z z � �E' I ]z- 1111.1111._ -- I .- --- 0 540 Cn Cn � U 1312+80 D9+80 D10+00 D10+50 D-10+70 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290,7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 P h: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Ch arloftesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN '(- -----,- ',� - -'k v --> , - � , I '--'�i"�"�' - �' � , , . - \ - - - p ;A�F . , ')"' �"� , �- 'r -, � % , , I , �- , - " ", e -\ /". - � - � I '� . 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I 11 I � - I 1 �71 I - I I , - , . , I " - , � SEE C0.05 FOR ENLARGEMENT 11111 SEAL ,bo*", +404 I&O-VALTH () I NW, j , %" -'�[ , ---�- 11 - 0. � 191 11 I A I 0. = 'AL REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents I I DATE March 31, 2017 SHEET TITLE UTILITY PROFILES SHEET NUMBER 04.06 PRIVATE SANITARY SEWER C 585 585 C9+80 C10+00 575 C10+50 C1 1 +00 C1 1 +50 PRIVATE SANITARY SEWER E C12+00 C12+50 TC)P_.-570137__ ._-._._.._. _ _ _ .._.__------- _ _..-._._._..._ _._..__...--_-. 57 E9+80 E10+00 E10+50 El 1 +00 E1 1 +50 E12+00 E12+50 E13+00 E13+50 E14+00 0' 20' 40' HORIZONTAL SCALE SCALE: 1 " = 20' 0' 4' 8' VERTICAL SCALE SCALE: 1 " = 4' 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290,7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN OP M. Lk . 46505 L REVISIONS j NUMBER DATE DESCRIPTION 1 03/31/17 100%Documents DATE March 31, 2017 SHEET TITLE UTILITY PROFILES SHEET NUMBER C4mO7 , t r. � ss ri anico r f SEE CO,05 FOR ENLARGEMENT �I SEAL OP M. Lk . 46505 L REVISIONS j NUMBER DATE DESCRIPTION 1 03/31/17 100%Documents DATE March 31, 2017 SHEET TITLE UTILITY PROFILES SHEET NUMBER C4mO7 STONE CONSTRUCTION ACCESS (VDOT #1 COURSE AGGREGATE) 70' MIN. EXISTING 3" SM -2A ASPHALT PAVEMENT 2 TOP COURSE 2% EXISTING GROUND 6" MIN. 21A AGGREGATE BASE PROFILE VIEW STONE CONSTRUCTION ACCESS (VDOT #1 ASPHALT PAVED COURSE AGGREGATE) r - WASHRACK 70' MIN. A EXISTING 2% 2% 12" MIN.* % PAVEMENT * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION A ► r- POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. 2% POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE I ILI LI\ ULVIiI SECTION A -A cE 3.02: STONE CONSTRUCTION ENTRANCE N.T.S. TABLE 3.32-D (REVISED JUNE 2003) 1 -WHEN SELECTING VARIETIES OF TURFGRASS, USE THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS VARIETY LIST. QUALITY SEED WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY VCIA. A CURRENT TURFGRASS VARIETY LIST IS AVAILABLE AT THE LOCAL COUNTY EXTENSION OFFICE OR THROUGH VCIA AT 804.746.4884 OR AT http://sudan.cses.vt.edu/htmI/Turf/turf/publications/publications2.html 2 -USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16 - APRIL 30 .................. ANNUAL RYE MAY 1 - AUGUST 15 .......................... FOXTAIL MILLET AUGUST 16 - OCTOBER 31 ................ ANNUAL RYE NOVEMBER 1 - FEBRUARY 15............ WINTER RYE 3 -SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SEED, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED, INCREASE RATE TO 30 LBS/ACRE. IF WEEPING LOVEGRASS IS USED, INCLUDE IN ANY SLOPE OR LOW MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS, INCREASE TO 30-40. FERTILIZER & LIME • APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 sq. ft.) • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90 LBS./1,000 SQ. FT.) NOTE: 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL pH OF SITE. 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BY OTHER MEANS, 3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES AT: http://ww.dcr.state.va.us/sw f e&s.htm#pubs 3.32: PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA TABLE 3.31-B SOURCE: VA. DSWC (REVISED JUNE 2003) SEED SEED' SPECIES APPLICATION RATES MULCHES LAND USE SPECIES SEPT. 1 - FEB. 15 APPLICATION PER ACRE MINIMUM CARE LAWN TALL FESCUE' FEB. 16 - APR. 30 ANNUAL RYEGRASS (LOLIUM 95-100% (COMMERCIAL OR PERENNIAL RYEGRASS MAY 1 - AUG. 31 GERMAN MILLET 0-5% RESIDENTIAL) KENTUCKY BLUEGRASS' TOTAL TOTAL: 175-200 LBS. HIGH -MAINTENANCE TALL FESCUE' DO NOT USE AS MULCH FOR TOTAL: 200-250 MINIMUM 1,500 LBS. LAWN MULCH Ibs. REQUIRED DRY PERIODS.* APPLY AS VOLUME GENERAL SLOPE TALL FESCUE SLURRY. EXCAVATED 128 LBS. (3:1 OR LESS) RED TOP GRASS OR CREEPING RED L WEIR 2 LBS. 4-6 TONS FESCUE2 USE IN FINE TURF AREAS. APPLY DRY (yd3) REQUIRED WET WITH MULCH BLOWER OR BY SEASONAL NURSE CROP DEPTH LENGTH 20 LBS. HEIGHT WIDTH FREE OF COARSE MATTER. TOTAL: 150 LBS. LOW MAINTENANCE TALL FESCUE 4-6 TONS 185-275 Ibs. 128 LBS. SLOPE RED TOP GRASS OR CREEPING IN FINE TURF AREAS. APPLY WITH 15 Ft 2 LBS. (STEEPER THAN 3:1) FESCUE 2 3330 548.00 Ft OR BY HAND. SEASONAL NURSE CROP FREE OF COARSE MATTER. BARK 20 LBS, AIR-DRIED. TREAT WITH 12 Ibs. CROWNVETCH 3 50-70 cu. yds. TOTAL: 150 LBS. 1 -WHEN SELECTING VARIETIES OF TURFGRASS, USE THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS VARIETY LIST. QUALITY SEED WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY VCIA. A CURRENT TURFGRASS VARIETY LIST IS AVAILABLE AT THE LOCAL COUNTY EXTENSION OFFICE OR THROUGH VCIA AT 804.746.4884 OR AT http://sudan.cses.vt.edu/htmI/Turf/turf/publications/publications2.html 2 -USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16 - APRIL 30 .................. ANNUAL RYE MAY 1 - AUGUST 15 .......................... FOXTAIL MILLET AUGUST 16 - OCTOBER 31 ................ ANNUAL RYE NOVEMBER 1 - FEBRUARY 15............ WINTER RYE 3 -SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SEED, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED, INCREASE RATE TO 30 LBS/ACRE. IF WEEPING LOVEGRASS IS USED, INCLUDE IN ANY SLOPE OR LOW MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS, INCREASE TO 30-40. FERTILIZER & LIME • APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 sq. ft.) • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90 LBS./1,000 SQ. FT.) NOTE: 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL pH OF SITE. 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BY OTHER MEANS, 3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES AT: http://ww.dcr.state.va.us/sw f e&s.htm#pubs 3.32: PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA TABLE 3.31-B SOURCE: VA. DSWC (REVISED JUNE 2003) SEED APPLICATION DATES SPECIES APPLICATION RATES MULCHES 50/50 MIX OF ANNUAL RYEGRASS PER ACRE SEPT. 1 - FEB. 15 (LOLIUM MULTI-FLORUM) & CEREAL 50-100 (Ibs./acre) (WINTER) RYE (SECALE CEREALE) Ho- FEB. 16 - APR. 30 ANNUAL RYEGRASS (LOLIUM 60-100 (Ibs./acre) MULTI-FLORUM) HAY MAY 1 - AUG. 31 GERMAN MILLET 50 (Ibs./acre) FERTILIZER & LIME • APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 lbs./1,000 sq. ft.) • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90 LBS./1,000 SQ. FT.) NOTE: 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL pH OF SITE. 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BY OTHER MEANS. 3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES AT: http://ww.dcr.state.va,us/sw/e&s.htm#pubs 3.31 : TEMPORARY SEEDING SPECIFICATIONS D QUICK REFERENCE FOR ALL REGIONS TABLE 3.35-A * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2,000 Ibs./ac. OR 45 Ibs./1,000 sq. ft. 3.35: ORGANIC MULCH MATERIALS AND APPLICATION RATES COMPACTED SOIL DD TEMPORARY DIVERSION DIKE N.T.S. DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW ciP CULVERT INLET PROTECTION N.T.S. FLOW CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 2. EXCAVATE A 4"X 4" TRENCH 1. SET THE STAKES. UPSLOPE ALONG THE LINE OF �5-� STAKES. I I rMR'A 4 A.. ISI .a 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. A rte/ 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 3.05: SILT FENCE N.T.S. ORIGINAL GROUND ELEV. 67 CU. YD./ACRE 'IPE OUTLET TO FLAT IREA WITH NO DEFINED 'HANNEL T a 0 % -� 1101 d SECTION A -A FILTER CLOTH KEY IN 6'-9'; RECOMMENDED FOR ENTIRE PERIMETER I 3d a (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL SECTII FILTER CLOTH d KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. oP PIPE OUTLET CONDITIONS 3'* 67 CU. CLEANOUT YD ACRE 4' (EXCAVATED) MAX. ORIGINAL FILTER GROUND CLOTH ELEV. ** COARSE CLASS I AGGREGATE RIPRAP CROSS SECTION OF OUTLET CLASS I: LENGTH (IN FEET) = 6 X RIPRAP DRAINAGE AREA (IN AC.) DIVERSION DIKE \ *COARS RE�ATE(/ EXCAVATED AREA FILTER CLOTH ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) ��r�I��r��Ir�raazaar•�rr�etirr•�� RATES MULCHES NOTES PER ACRE PER 1,000 sq. ft. 12-2 TONS Ho- FREE FROM WEEDS AND COARSE STRAW OR (MINIMUM 2 TONS MATTER. MUST BE ANCHORED, HAY FOR WINTER 70-90 Ibs. SPREAD WITH MULCH BLOWER OR VOLUME COVER) TOTAL BY HAND WET WET HEIGHT DO NOT USE AS MULCH FOR FIBER MINIMUM 1,500 35 Ibs. WINTER COVER OR DURING HOT, MULCH Ibs. REQUIRED DRY PERIODS.* APPLY AS VOLUME PROVIDED PROVIDED SLURRY. EXCAVATED EXCAVATED EXCAVATED CUT OR SHREDDED IN 4-6" CORN TOP L WEIR LENGTHS. AIR DRIED. DO NOT STALKS 4-6 TONS 185-275 Ibs. USE IN FINE TURF AREAS. APPLY DRY (yd3) REQUIRED WET WITH MULCH BLOWER OR BY PROVIDED DEPTH LENGTH HAND. BERM HEIGHT WIDTH FREE OF COARSE MATTER. HEIGHT (ft) WEIR 1 AIR-DRIED. TREAT WITH 12 Ibs. WOOD 4-6 TONS 185-275 Ibs. NITROGEN PER TON. DO NOT USE CHIPS 270.00 4.00 Ft IN FINE TURF AREAS. APPLY WITH 15 Ft 3.00 Ft 2.00 Ft MULCH BLOWER, CHIP HANDLER, Pipe Oulel 3330 548.00 Ft OR BY HAND. FREE OF COARSE MATTER. BARK AIR-DRIED. TREAT WITH 12 Ibs. CHIPS OR 50-70 cu. yds. 1-2 cu. yds. NITROGEN PER TON. DO NOT USE SHREDDED IN FINE TURF AREAS. APPLY WITH BARK MULCH BLOWER, CHIP HANDLER, OR BY HAND. * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2,000 Ibs./ac. OR 45 Ibs./1,000 sq. ft. 3.35: ORGANIC MULCH MATERIALS AND APPLICATION RATES COMPACTED SOIL DD TEMPORARY DIVERSION DIKE N.T.S. DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW ciP CULVERT INLET PROTECTION N.T.S. FLOW CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 2. EXCAVATE A 4"X 4" TRENCH 1. SET THE STAKES. UPSLOPE ALONG THE LINE OF �5-� STAKES. I I rMR'A 4 A.. ISI .a 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. A rte/ 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 3.05: SILT FENCE N.T.S. ORIGINAL GROUND ELEV. 67 CU. YD./ACRE 'IPE OUTLET TO FLAT IREA WITH NO DEFINED 'HANNEL T a 0 % -� 1101 d SECTION A -A FILTER CLOTH KEY IN 6'-9'; RECOMMENDED FOR ENTIRE PERIMETER I 3d a (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL SECTII FILTER CLOTH d KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. oP PIPE OUTLET CONDITIONS 3'* 67 CU. CLEANOUT YD ACRE 4' (EXCAVATED) MAX. ORIGINAL FILTER GROUND CLOTH ELEV. ** COARSE CLASS I AGGREGATE RIPRAP CROSS SECTION OF OUTLET CLASS I: LENGTH (IN FEET) = 6 X RIPRAP DRAINAGE AREA (IN AC.) DIVERSION DIKE \ *COARS RE�ATE(/ EXCAVATED AREA FILTER CLOTH ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) ��r�I��r��Ir�raazaar•�rr�etirr•�� sr 3.13 : TEMPORARY SEDIMENT TRAP N.T.S. GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. RUNOFF WATER GRAVEL (12" MIN. DEPTH) W/ SEDIMENT M11= 11 a -SII Ia D II 11- SEDIMENT7WIRE MESH FILTERED SPECIFIC APPLICATION WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. NOTES: 1. CAP NYLOPLAST INLETS UNTIL SITE IS STABILIZED. IP 3.07: INLET PROTECTION N.T.S. 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEE CO.05 FOR ENLARGEMENT SEAL EVIN �i�. �EI�R .46506 O AL REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents DATE March 31, 2017 SHEET TITLE EROSION AND SEDIMENT CONTROL DETAILS SHEET NUMBER C5.01 ill H- Ho- AREA VOLUME VOLUME TOTAL VOLUME VOLUME TOTAL WET WET WET HEIGHT WEIR W- BERM ELEV. AREA TO REQUIRED REQUIRED VOLUME PROVIDED PROVIDED VOLUME EXCAVATED EXCAVATED EXCAVATED OF OUTLET TOP L WEIR OUTLET TOP OF TRAP # TRAP WET (yd') DRY (yd3) REQUIRED WET DRY PROVIDED DEPTH LENGTH WIDTH BERM HEIGHT WIDTH LENGTH HEIGHT (ft) WEIR 1 1.66 ac 112 112 224 113.33 156.67 270.00 4.00 Ft 60 Ft 15 Ft 3.00 Ft 2.00 Ft 2.5 Ft Pipe Oulel 3330 548.00 Ft sr 3.13 : TEMPORARY SEDIMENT TRAP N.T.S. GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. RUNOFF WATER GRAVEL (12" MIN. DEPTH) W/ SEDIMENT M11= 11 a -SII Ia D II 11- SEDIMENT7WIRE MESH FILTERED SPECIFIC APPLICATION WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. NOTES: 1. CAP NYLOPLAST INLETS UNTIL SITE IS STABILIZED. IP 3.07: INLET PROTECTION N.T.S. 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEE CO.05 FOR ENLARGEMENT SEAL EVIN �i�. �EI�R .46506 O AL REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents DATE March 31, 2017 SHEET TITLE EROSION AND SEDIMENT CONTROL DETAILS SHEET NUMBER C5.01 ill III II 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 - 5" TOP SOIL IN CONCRETE SIDEWALK AND UNPAVED AREAS BASE COURSE fx: 804-344-4406 ` D ' iii STI PROJECT TITLE R1-1 \ °d ETECTABLE r' 1 MARKING TAPE ,. c REFLECTIVE I 1'-� : Q °° , b,a{ ALUMINIUM ° y 1 i O z c� ACKFILL (B.F.) 'WH1T UVA FOUNDATION GOLF FACILITY 4' WADE _ d cD aI€TEC L�1`•1E -< O w „ F-, m � GALVANIZED U O o CHANNEL POST � ° ° WIDEN TRENCH _ _ I o z \ - ° ° l\\\ ° / AS NEEDED m _ °PPP ABOVE PIPE 3 4 / CONSULTANTS ° VDOT #9 BEDDING o O � PA1NT CONCRETE BLACK N - iz 0 'RA '" AFTER CURING AT ASPHALT . iEF,. 1 1 P+ I a I'" ir�r:P�CURBI E T'%>i ,)p 11RR S`TgP � �.�� LOCATIONS J � =° CIVIL NOP ALL SPACES RV OM0� rjXED ,A55 I RANDICAP� THE k,�IROINV TiA.N ARD ''RE :EF. �} a;u r , €�€ pt a . 3 .: j > . PARKI".�s'4a iGfz SHALL BI:, Is��-t�>;4�:�6�� 'i��'-1=n�PANT � 3Fh I � � -r€ �r, 3,T T�.a-,5, 1 DEWBERRY 4805 Lake Brook Drive AS - p 0 N FOR SPACE E 3kPTL Ff �r� D 6 MIN. Suite 200 r Irk - ., n 4000 w, ru AaL " Glen Allen, VA 23060 si�JII� I ,,�_T g 4 MIN. � PSI WITH AFI€tF,ll�,H,1M ' ticr�kN LETTERING MOUNTED 804.290,7957 x -- {fa UNDERNEATH RESE 16r) F' RFIKr3 SIGH HANDICAPPED ��°� -°#E CONCRETE i� D+2' -o" MAX. ph: P,�R�, , D1 APPEiD fx: 804.290.7928 _ _ - „, L,,145) SEAL_ EEE M OLIWED ON BUI EAN P � aR i��. S��t`"€ T [CAL -6 � P.PffS) Ht I�:I��NTCO W!,TH 1111 UNDERGROUND ELECTRIC STRUCTURAL s1k+�+LL �N�I�,E � �� .�� ._�r;� 13077 OF THE SIZN(Sl NO LE 4� DMWP&V f � TH,#t, � STOP SIGN �1I '�"''" `"`` '' r'ra" DIRECT BURY CONDUIT R J� 1uTE SEE ETA L e E n7' P � i URB �T� P 720 Moorefield Park Drive, FOR T DIM �� IOfNSi 3H j OFF N.T.S. THE REr�1t1REC� ice", t HE CO,,TN,�EC� �'.7�, L.t�esaEJT Dlf�El'��:10,�� HOaF�'F�� Ear k. ""� BEDDING DETAIL Suite 301 ON )OR tAU;IT1PLE ICN , SIUS ff �r�OP ARE MINIMUMS I_a� 108 TYPI p h 804 323 0656 DRAWING fS) FOP SIGNS, N.T.S. p° [ SI H(S) HALL ��a�MPLY W_? HE LATEST HIA:.N D I'CAP �` 'E D' S I G N/ fx: 804 272 3916 i<NRON OF UFA �`tJThFC1RM IPED_ I X MEP AC CLS wts�,�r�°r` 5TANDARMS-11 V0 �, (VIRE NIA SYMBOL.�ST`RIPING DETAILS, UNIFOIR STATEWIDE BUIL��r�G Q1 GAE)l, AND PROVIDE 12" #4 BARS SEE NOTE 2 BELOW LU+SMITH THE OGDE OF .IRG44A ECROr ��-_99.1 ., f'h�oT: EX. GROUND AT 12 O.C., DOWELED 1 MIN. 1 MIN. TYPICAL 11508 Allecingie Parkway -` -- --- ------ ----- -- 6" IN EXISTING CONCRETE. 6" Richmond, VA 23235 t" UNKNOWN ph: $04-423-6444 GREASE SLEEVE ° ° °. . ° THICKNE OF SH E PROVIDED ° SS ALL B - - fx: 804 42 3 6445 °' IN NEW CONCRETE ° ° °• I ; , f f / ASPHALT PATCH. ° ° a` d landscape Design: CONCRETE SHALL INCLUDE AIR ENTRAINMENT, CONCRETE AECOM Charlottesville BROWN SAND, AND SOLOMAN COLORS, INC. 5" MIN. THICK CONC. #306 COLORFLO LIQUID COLOR (CANVAS) AT (THICKNESS UNKNOWN) "'"''' `'" """ 21A SUBBASE (10" 455 Second Street SE WALK 3500 PSI MIN. A RATE OF 6.4 LBS LIQUID COLOR PER SAW TO NEAT EDGE DEPTH FOR Suite 100 NOTES: 28 DAY STRENGTH CUBIC YARD OF CONCRETE OR APPROVED ROADWAYS/6" DEPTH Charlottesville VA 22902 EQUAL BY UVA. BROWN SAND UNDER PRE -MOLDED FOR PARKING AREAS ph: (703) 682-4965 1. CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH UNIVERSITY WWF 6X6-W2.9XW2.9 CONCRETE SHALL HAVE CONSISTENT COLOR JOINT FILLER AND SERVICE ROADS OFFICE OF THE ARCHITECT PRIOR TO CONSTRUCTION. W2.9XW2.9 2 BELOW TOP THROUGHOUT PROJECT. MATCH EXISTING 2. SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS, PER DEQ SURFACE ADJACENT WALKS. GRADED RA ED CRUSHED GUIDELINES: TRENCH SIDES SHALL BE STONE BACKFILL, 1 -CLAY CONTENT SHALL BE LESS THAN 10% BIORETENTION CELL SHEETED AS REQ'D TO KEEP FILTER FABRIC -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE BETWEEN VARIES TRENCH WIDTH TO A MIN. °�°e e e VDOT# 21A °8 ° PRETREATMENT CELL TO SURROUND 2 GRASS STRIP 10% AND 20% FINISH GRADE m e� 2L 1W SIDES OF WITH SOD) -SAND CONTENT SHALL BE BETWEEN 80% AND 90% COMPACTED VD OT #10 ° ° °fie ° ° BURIED PIPE KEY PLAN GRAVEL (PLANT -ORGANIC MATTER : 3% - 5% DIAPHRAGM -TOPSOIL CONTENT 8% - 12% -MULCH: 2 - 3 IN. OF AGED, SHREDDED HARDWOOD MULCH _ _ II -III -III --'.' -- -' -.III-III II BARK 111=11( ° �B° o°a° o0 °� ° o II III -III = ° °° �_° _ °° _° III =- STONE/ GRAVEL DLIST. CONCRETE PAVEMENT ASPHALT WITH BASE] r 12" -SOIL H RANGE: 6.o TO 7.o p I=111 111 III -III -III III I - -I I i III 111=1 III -1 I III- (( III -1 = NOTES: .�' ,� „„- } FILTER FABRIC TO - 6" PONDING DEPTH MAX -MIXED MEDIA MUST 8E PROVIDED BY VENDOR III 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING a SURROUND SIDES OF 10" WIDE FILTER MULCH LAYER -P-INDEX: 5 - 15 mg/kg FOR MEHLICH I, 18 - 40 mg/kg 6 MIN. COMPACTED AGGREGATE BASE, SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES PRETREATMENT CELL O O O O O FABRIC STRIP ABOVE FOR MEHLICH III VDOT 21A ON COMPACTED SUBGRADE. AND RECONSTRUCTED AS SHOWN. PEA GRAVEL AND 36" BIORETENTION SOIL MEDIA -CEC: SHALL BE ABOVE 5 2. REPLACE ASPHALT PAVEMENT WITH 3" BM -25.0 + 1.5" SM -9.5A + 10' 21-B FOR ROADS OR 1 1/2" SM -9.5A PERMEABLE CENTERED ABOVE - 3' PEA GRAVEL 3. - INFILTRATION RATE: 1-2 IN/HR SWALE SHALL BE STABILIZED WITH JUTE MATTING WHILE GRASS SIDEWALK + 6" 21-B FOR PARKING AREAS AND SERVICE ROADS BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL Y GEOTEXTILE LINER UNDERDRAIN (1 -2° NOT BE LESS THAN 1.5 X t'. SEE C0.05 FOR ENLARGEMENT ALONG BOTTOM OF ON EITHER SIDE) 12" #57 STONE PVC 4. COVER IS ESTABLISHED. SWALE MAINTENANCE TO BE PROVIDED BY UNIVERSITY N.T.S. 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND PRETREATMENT CELL RIPRAP SHALL BE LIGHT FILTER FABRIC TO 6" SCH. PERFORATED UNDERDRAIN PPE (EEDETAIL) EPARTMLANDSCAENTDEPARTMENT AND UTILITY SYSTEM DISTRIBUTION STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER. PROPOSED CHILLED WATER SHALL HAVE A MINIMUM OF 4' OF COVER. SEAL �VIALT,q BROWN IN COLOR WITH SURROUND SIDES OF 5. GEOTEXTILE FABRIC. NON -WOVEN, FLOW RATE > 110 - - -' - - - - - - - T -i- � 4. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. ROUNDED EDGES FROM SHENANDOAH ASPHALT BIORETENTION VARIES �- i 12' SUMP BELOW UNDER DRAT N 6. �t GAL/MIN/SF - �I, r,, r, ;n r_ r - �_.... _._ -._ CONTRACTOR SHALL COMPLY WiTH BIORETENTION CONSTRUCTION -' '`=`" "T ( „r'.I r r`'' t -' a.,; i ' i, .t' ;., : 5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES PAVEMENT REPAIR DETAIL,„ +€ ' NOTES ON THE DEQ BIOFILTER CHECKLIST, FOUND IN <r r _� _ --,_-- = , ,I?Id`s ( k '' FEI ='=_ _ ,_iru.r' rl _la:, ��' js -_ . t, I t 'f ' ter`� N.T.S.NTS i� �► STORMWATER CALCULATIONS. $$ r , . t ,� _;,: 10TH a= r.r�,.,;r - ` +'I_ ti i�; Pi . K ELEa 1tet` i s�1 - - t ( 1 - - i � E 51 I ,... -.... -. ... _ -,_,i e rFrr 'It�t� r I r'; "�;i.{, r 46506 - BIORETENTION #1 SECTION: LEVEL 2AL r JLilrlit_ J FR �„('I ;!�� c. `j--; 1-';ls , r. l:r. `.�iil_ -- J r t _ , t,tlliti r 1-1 /2 SM -9.5A tUlirl �I ._ ._r�,U uEY..,.v�� ".1.,':.,.i.F ,;CiP,., _ ,;D0r. N.T.S. = ! -- r �'7 {. E::, r+€_Pr. _..�....I 3 '_-��,', - � i DP"'d- "0 -- U's --r 'vI rl IH- -,1- I:i--r, "IIj'I1 ,j"•=r'r'} LI_i � A(:F, ' 3' BM -25.0 REVISIONS ..IL: 4,y .. l" .�_ j _r f, t s „rlr I A<� s:,r..,,- ;( _ .,. r, Sr II .r 6 21 A AGGREGATE _ 0 0 0 0 0 o - NUMBER E DESCRIPTION tfIX w. �I T ,{��:1r 1 � 0313 hl 100% Documents NOTES: ,,:: <<� �<r �€_ � t°�- �r...- ^r, c• ,, i I nI .� �l i l w J rl_, ! � .�,I { It l � � � II, I P,Jr 1-0, J r`,t r. s; 3f r n u TF , F, ,l lFIm: rAl L 't,, I - UE L , r.., ,F :, . II r THAT r,r; Bi - -- E: v' ` i k "1` COMPACTED SUBGRADE TO 95% MAX. 1. CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH fr --_ r_f i E- UNIVERSITY OFFICE OF THE ARCHITECT PRIOR TO _ _ I.- C` I DRY DENSITY STD. PROCTOR A CT CONSTRUCTION. UMIr; .r, .I ,IL it o r irrr, ,. rr -� . rt;u Lel .I „t, :I a l.lr; I ,' D-698, METHOD D. (12" MIN. BELOW 2. SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS, PER 1_ r„t,:a'.arl ,0,rrr `!t.L. ,"IL.rll I; I=. c.,3rtrT, sl.r, sar.,,,f c.,7 .I_ rr.. SUBGRADE) BIORETENTION CELL DEQ GUIDELINES: ` I., s._..___ ___...._ _._.... __.._...el... _..__,-t T. ,. FILTER FABRIC -CLAY CONTENT SHALL BE LESS THAN 10% I , r{ RC,',? VIAY L111,117 I STORM PIPE PRETREATMENT CELL TO SURROUND -SILT AND CLAY (SOIL FINES) CONTENT SHALL BE -_ ___... _...____ _,____ _ ____ _.___.__ _-_ ry as i,.., ,s,r>>I€I _ ;r Il.,cr Yu r ,I' Y r I�r+r^:c:= I rr�{1N 11 �, (- IIf I)I J(s {i { .f ,.. .'.�I��I. B. <'v .�. , PARKING AND SERVICE ROAD 2L 1W SIDES OF 2' GRASS STRIP BETWEEN 10% AND 20% � PLANT WITH SOD GRAVEL ( ) -SAND CONTENT SHALL BE BETWEEN 80% AND 90% ",F'„A+LI• 10 :- _I Fn `' " r' I�iALF F LAL ,l " PAVEMENT SECTION DIAPHRAGM -ORGANIC MATTER : 3% - 5% S rll_;jr'G C e K rc € {. ,a 3 r rr l ,t .r r, -TOPSOIL CONTENT 8% - 12% ,CK r ;nr_ .r,,el I, .,„r, _x: >, s.:ug FN1 r :l E i FACE CUR8 N.T.S. -MULCH: 2 - 3 1N. OF AGED, SHREDDED HARDWOOD BARK MULCH a 01 ,II 11C ` 1r - \ _. ; Al DUALS Jsll, ,FIs r,_'t,n ;:,r , , rl ,,I,_ r { rf - 12" ,- FILTER FABRIC TO - 6 PONDING DEPTH MAX -SOIL pH RANGE: 6.0 TO 7.0 ' - - SURROUND SIDES OF O" MULCH LAYER -MIXED MEDIA MUST BE PROVIDED BY VENDOR _ a' a -' AY AL 5 U ;:; `= " '-i r_ ;: , =,,r . F;, ,<,.t: Trr;t;<vc: •}:: -'- -`"iiiE f' PROJECT NUMBER PRETREATMENT CELL O -> 0 0 0 o FABRIC STRIP ABOVE _ t rr:'` -P-INDEX: 5 - 15 m k FOR MEHLICH I, 18 - 40 mg/kg = ` - c ,rI r, rlr,a t>I :r Jt c. 1408 PEA GRAVEL AND 24" BIORETENTION SOIL MEDIA mg/kg FOR MEHLICH III - _ - . -' r •x, III <:„t I, .;, r ;;_ ,sa,, ra „r,,r•:I, r,;e PERMEABLE CENTERED ABOVE -CEC: SHALL BE ABOVE 5 �I uN , c,nir ,, n, ricin I "i I,�:I •, 2" SM -9.5A GEOTEXTILE LINER UNDERDRAIN (1"-2" 3" PEA GRAVEL -INFILTRATION RATE: 1-2 IN HR LEr r { r, l ,;,;I -,:hu _ s r,, _,.'.si.0 3" BM -25.0 DATE ALONG BOTTOM OF ON EITHER SIDE) 12" #57 STONE 3. SWALE SHALL BE STABILIZED/WITH JUTE MATTING WHILE ,i_5 ;, a..;.5S _, 12,;w.t March 31 20 1 T PRETREATMENT CELL - 6 SCH. 40 PVC GRASS COVER IS ESTABLISHED. ;IES r u9r' T, .'i,s:irl ., :t 10" 21-A AGGREGATE 0 0 0 0 0 C PERFORATED UNDERDRAIN 4. SWALE MAINTENANCE TO BE PROVIDED BY UNIVERSITY t t_ v :ncrr: o RIPRAP SHALL BE LIGHT FILTER FABRIC TO PIPE (SEE DETAIL) LANDSCAPE DEPARTMENT AND UTILITY SYSTEM sl.', I ' r,{ 4 _ r;_ SHEET TITLE BROWN IN COLOR WITH ROUNDED EDGES FROM SURROUND SIDES OF 12" SUMP BELOW UNDER DISTRIBUTION DEPARTMENT. _ 0rI ` COVER _ a \ _ _ _ =°' 1` - 4 T ? COMPACTED SUBGRADE TO 95� CONSTRUCTION BIORETENTION �f-- VARIES DRAIN 5. GEOTEXTILE FABRIC: NON -WOVEN, FLOW RATE > 110 I `,:.:;.:., '. MAX. DRY DENSITY STD. PROCTOR SHENANDOAH ASPHALT GAL/MIN/SF --- 4 i - - I _ PER AST D 698 M 6. CONTRACTOR SHALL COMPLY WITH BIORETENTION L> `. l I y DETAILS a 1 .�;;,;r;t5; 1 'f'E j"== "; r_ (1 2 MIN. BELOW SUBGRADE) CONSTRUCTION NOTES ON THE DEQ BIOFILTER CHECKLIST, --" ' ,Pc L ,j_ ! _,- - _` ( FOUND IN STORMWATER CALCULATIONS. SFC 101`1; 111-r ;•r-,-, I,,i;. 4 _,: BIORETENTION #2 SECTION: LEVEL 1 I,11 II< i ,,.1AV Y ; -i1,I I TYPICAL PAVEMENT SECTION SHEET NUMBER . ._ sC 10 .. S. N.T. , N.T. S. I V:iy,' ,If IIA 0FN.°R T,` ? _III I oF T Nf,r1 0 AT101,1 ,1 .,11; --- - ---- PRECAST MANHOI RISER GROUT JOINT GASKET (SEE SPECS) 0 rAn-nnv Anni irn )TES: JOINTS FOR ALL �NHOLES, YARD INLETS, AND ZECAST STRUCTURES SHALL BE )NSTRUCTED ACCORDING TO IIS DETAIL, GROUT JOINT FIELD APPLIED BITUMASTIC OVER GROUT MANHOLE JOINT DETAIL N.T.S. NOTES: 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS -20 LOADING. 2. COVER SHALL HAVE NON -PENETRATING PICK HOLES. A 25 3/4" 0 7/8" 4" 5" 24" 5" MINIMUM TOP 4-1"0 BOLT HOLES SECTION A -A STORM FRAME & COVER N.T.S. APPLY 2 BEADS OF POLYURETHANE ELECTROMETRIC SEALANT/ADHESIVE (SIKAFLEX-11 OR EQUAL) AROUND ENTIRE CIRCUMFERENCE OF RISER RINGS. THERE SHALL BE A MINIMUM OVERLAP OF 2". HEAVY DUTY MODIFIED FRAME & COVER HS -20 RATED WITH 24" CLEAR OPENING 2" STAINLESS STEEL THREADED ROAD AT 4 LOCATIONS. FIELD CUT RODS 1" ABOVE TOP OF NUT, ROUGH EDGES SHALL BE GROUND SMOOTH co NUT, STAINLESS STEEL WASHERS, AND NEOPRENE WASHER FIELD APPLY �/ w BITUMASTIC ON o OUTSIDE OF RISER o RINGS. OVERLAP PRECAST MANHOLE BY o`_ 6" MINIMUM SEAL JOINT (TYP), SEE SPECS A� - SE FO AN TOP OF CONCR BASE UNDER HARDSCAPE CONCRETE SLAE BRASS COVER FINISHED GRADE FINISHED HARDSCAPE--,, (SEE SITE PLAN) IN HARDSCAPE AREAS' CONCRETE SHALL BE FLUSH WITH TOP OF CONCRETE SLAB 1/4" NO. 57 STONE SANITARY COVER °. I PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED �° °° '. ,; FLEXIBLE BOOT ° G b°�H g&1� 4V WO ooa� 000 ocp� o0 CONNECTION (TYP) 0 00 oa o0 00 CONCRETE FOOTING MIN. 6" BEDDING DIAMETER= 4'-8"+ (2 x WALL THICKNESS) WITH N0.68 STONE SECTION B -B HALE SECTION A -A PRE -CAST CONCRETE STORM SEWER MANHOLE DETAIL (WITH FRAME AND COVER REMOVED) N.T.S. 9/16" 3/4" LETTER SIZE LIMITS OF CONCRETE AT BOTTOM OF BASE IN LANDSCAPE AND ASPHALT AREAS CONCRETE VISIBLE AT SURFACE :OVER DETAIL FOR DIMENSIONS AND LETTERING IN LANDSCAPE AND ASPHALT AREAS CONCRETE SHALL BE 4» FLUSH WITH FINAL GRADE /- 1 " MIN.H" MAX. 1/4" 10" 8" MIN. SWEEP WYE OR SANITARY WYE & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER �- 2" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL N.T.S. NOTES : 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) 2. DEPTH OF SERVICE SHALL BE HELD TO A MINIMUM BUT SHALL PROVIDE FOR CONNECTION TO SERVICE MAIN 3. ALL COVERS SHALL BE HS -20 TRAFFIC RATED 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. 7 1/2" --- 2" COVER DETAIL BOTTOM VIEW OF COVER 3(8 n \\8 % NOTES: 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 4.) PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS -20 LOADING AND SHALL CONFORM TO ASTM 478, 5.) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6.) CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME UNEXCAVATED FOR REVIEW BY UVA DURING VACUUM TEST. HALE PLAN VIEW FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA RUBBER COATED STEELI„ NOTE: 12" OF ADJUSTING RINGS MAX. 3 -0 MIN ADJUSTING RINGS REQ'D WHEN " CONCRETE SECTIONS 12 MIN NECESSARY TO MATCH GRADE. MIN. 2 "0" RING SEALS 4_16" MAX BOLTS REQ'D TO SECURE ADJUSTMENT a MINIMUM ELEVATION J RINGS TO MH (TO PREVENT 5, FROM INLET TO OUTLET HORIZONTAL MOVEMENT). BOLTS TO GO 3 71 -SNEEL.fABN;C REINFORCEMENT -___--___--_ THRU RINGS AND FRAME. VARIES DEPTH OF FLOW FILLETS DO NOT GROUT FRAME CHANNEL TO BE D ! T Pa tiiaE -_ SECTION X -X PRECAST RISER RINGS. DO NOT USE BRICKS. CONTRIBUTING HIGH STRENGTH EPDXY ANCHOR SYSTEM 2'-0" PRECAST END SECTION DIMENSIONS TRANSITION OF FLOW BETWEEN M'�@MIN. MANHOLE INLET & OUTLET PIPE SHALL BE a o 6" BEDDING N W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN I SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE COATED STEPS 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS a' CAST -IN- PLACE A TYPICAL MANHOLE ° BEVEL 45° ' 4-0" � n a. 0. 9,.- 2._31j ,.9'. 4,0., 3.0.' °. I PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED �° °° '. ,; FLEXIBLE BOOT ° G b°�H g&1� 4V WO ooa� 000 ocp� o0 CONNECTION (TYP) 0 00 oa o0 00 CONCRETE FOOTING MIN. 6" BEDDING DIAMETER= 4'-8"+ (2 x WALL THICKNESS) WITH N0.68 STONE SECTION B -B HALE SECTION A -A PRE -CAST CONCRETE STORM SEWER MANHOLE DETAIL (WITH FRAME AND COVER REMOVED) N.T.S. 9/16" 3/4" LETTER SIZE LIMITS OF CONCRETE AT BOTTOM OF BASE IN LANDSCAPE AND ASPHALT AREAS CONCRETE VISIBLE AT SURFACE :OVER DETAIL FOR DIMENSIONS AND LETTERING IN LANDSCAPE AND ASPHALT AREAS CONCRETE SHALL BE 4» FLUSH WITH FINAL GRADE /- 1 " MIN.H" MAX. 1/4" 10" 8" MIN. SWEEP WYE OR SANITARY WYE & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER �- 2" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL N.T.S. NOTES : 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) 2. DEPTH OF SERVICE SHALL BE HELD TO A MINIMUM BUT SHALL PROVIDE FOR CONNECTION TO SERVICE MAIN 3. ALL COVERS SHALL BE HS -20 TRAFFIC RATED 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. 7 1/2" --- 2" COVER DETAIL BOTTOM VIEW OF COVER 3(8 n \\8 % NOTES: 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. 4.) PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS -20 LOADING AND SHALL CONFORM TO ASTM 478, 5.) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6.) CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME UNEXCAVATED FOR REVIEW BY UVA DURING VACUUM TEST. HALE PLAN VIEW FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA RUBBER COATED STEELI„ 60" PIPE STEPS CAST 1N PLACE 3 -0 MIN PRECAST REINFORCED " CONCRETE SECTIONS 12 MIN PLAN "0" RING SEALS 4_16" MAX PLAN a MINIMUM ELEVATION J DIFFERENCE ACROSS M.H. 5" 4'-0" 5, FROM INLET TO OUTLET G Ef Fin SHALL BE 0.20 FEET. 3 71 -SNEEL.fABN;C REINFORCEMENT -___--___--_ CONCRETE 4 VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE D ! T Pa tiiaE -_ SECTION X -X 3/4 DIAMETER OF I� - Ek I Pqy. LINE �TI SECTION X -X CONTRIBUTING tl_ SEWER. d: <. ° - dg 12" "a A FILLETED INVERT FOR A SMOOTH END SECTION DIMENSIONS TRANSITION OF FLOW BETWEEN M'�@MIN. INLET & OUTLET PIPE SHALL BE C D E PROVIDED. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SNOWING BRANCH TIE-IN N.T.S 0. 9,.- 2._31j ,.9'. 4,0., 3.0.' FIG. S -I -A 16„ 9,. _3.. Y-10- TD --25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". - 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' MIN SALT TREATED FINISHED GROUND 2 4 MARKER SEWED SERVICE LATERAL CONNECTION (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [38mm] (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA �[178mm] � [667mm] 26" DIA 1 1/2- -7 [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" 24" DIA I NEOPRENE GASKET [79mm [606mm] I 28 7/16" DIA ( 5/8" - ] [722mm] ---~1 [16mm] __ 23" DIA 36" DIA [584mm] [914mm] 25" DIA [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION TYPICAL MANHOLE FRAME & COVER N.T.S TD -29 FIG S -I -D END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es`' HUB ENG, 01+ OUTLET END -SECTIONS �SPIGOT END 014 011 -ITT END -SECTION - - �{i I L _ - _ ------ . t,QNCRETE TO BE 4000 PSI MW".MUM K9 ENL? ON OUTLET END-SECT(GNS SPIGOT ENG ON INLET `END -SECTION Ju � � � e,... _,,,, „ „-„ _ .y - '1' CON�'RETE FR- BE 4,000 PSI MINIMUM PLAN PLAN C El DIAMETER G Ef Fin DIPMEt'ER- _ j_ 3 71 -SNEEL.fABN;C REINFORCEMENT -___--___--_ OF fP£ 7 j ; I 4 D ! T Pa tiiaE -_ SECTION X -X END VIEW I� - Ek I Pqy. LINE �TI SECTION X -X EE END VIEW END SECTION DIMENSIONS END SECTION DIMENSIONS PIPE DIAMETER A B C D E PIPE GIAWTER A B C 0. E t2" 4,. 12.. 4.. 2._0'. 4'_7,. 6`-1.1 2-0,, i5" a'" 2`•3" t+.9" -4! 4w 21,61. 151' 0. 9,.- 2._31j ,.9'. 4,0., 3.0.' 16„ 9,. _3.. Y-10- 61-11, a D„ 21" SV4_ 2"'tt' 2j-1144444 5-,0.. 31 ,6.. 21"•, 2`-li.. 3 _2„ 6-111 31.11, 3'r7;. 2._6'.. 6'_i" 4,_0" 24" 10.. 3'_7^' 41wl)" 2.._1„ �._1.. 4._6.. 27.. 1C1 �' 4•_0" 1'_I, ,. -6._1e ., 4.:6,. 30" 1'-0" 4'•6°" t'-7�f " &'-93�" 5`'0 30" i'-0" 4'-E." f'-7 i ` 6'-14' " 5''O" 33"1'-1�.i•"• 4-101 . 2'-31 ' 7'-I-,, 5._6. 33.• t' -t/,., .4 'tO° 3"'3/,. 3&,. t,_3.. _�..,,11.� 2`-1C} " 8'.-tY" 6'-0" 36" 7''3" 5'-5"' 2'-t00r' 42" T-9,. 5._3.. 2'-1P' 6,_2,. 61-6" 42" 3''9" S' 3"' 2`'IE.• 6,_20 45.1 2,.0„ 6'-D•12'_2fir 8,_2,.. 7'-0" 4&l, „2._G., -6._p,. Z�_2'. &,_2„ 7'-1" 54" -3, 5--S" 29' a._aa 7.-0., 54.; 2'_3,. 5•_S„ 2'-1C' 6•_4" 71-1.. 8`_3u $°_9., CID" 5'-0" -3,. _:3' 3.;0" -. LENGTH OF PIPE _PRY LINE st auLQeN_ Ca NOTES: -. - - -CULVERT - ,- PIPS. LF.00 EN . SH6WN 4N PL GNIS: HARE 8AS.Esl f7N END -SECTION GES;CN SHGW3d O ONTHE LEFT., IF 1HE. CONTRACTOR: ELECTS To USE THE k9FRNATE DESIGN SHOWN ON THE NSMIONRFGUCEG BY DFEREW-EIIDIENSIO SLOPE DETAIL SPECIFICiATIQN REFERENCE FLARED END SECTION Rt7AF7 NVD0-1- AND BRIDGE STANDARDS 3u2 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE -HEFT 1 CF t IO2 0t VIHG NIA DEFARTMENT" OF TRANSPORTATION �jl0111-i ♦ + ♦ b r i (F I iiII�I ' i 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 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 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PPE NSTALATION IN TRENCH DATE March 31, 2017 SHEET TITLE CONSTRUCTION DETAILS NTS SHEET NUMBER N,T.S. FIG. S-3 2 Y2 x4 ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER. „s,» y4„ Y4 IF L /4 ' B 4 BOLT Y4” METAL PLATE R Y4" Y4" SIDE VIEW OF BOLT WELDED L -- ON TO METAL PLATE SIDE VIEW DETAIL FOR DEBRIS RACK HOLDER z 0 I TOP VIEW TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE HOLDER DETAIL ABOVE) ❑ `V STAINLESS STEEL DIA, BARS 1YI--- � D I A. HOLE iYI FRONT VIEW 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE SWM DRAINAGE STRUCTURE. 2. DEBRIS RACK MAY BE FABRICATED FROM WELDED 3/8" DIAMETER STAINLESS STEEL BARS OR 1/2" THICK HIGH DENSITY POLYETHYLENE. 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. 4. THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN HOLDER BOLT IS LOCATED ON THE METAL PLATE THE 1/2" DIA. BOLT LENGTH IS TO BE REDUCED 1/4 LG. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE IS TO BE GALVANIZED. z 0 I SWM -DR ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑W❑❑[I n TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) ❑❑❑� ❑ ❑ ❑ ❑ 29/8" SQUARE 3" DIA. HO E OR E] ❑ ❑ ❑ ❑ NN (SEE NOTE 2) _ ❑ ❑ ❑ ❑ ❑ ❑ V-0" MIN. 1'-0Y2" MIN. _) FRONT VIEW HIGH DENSITY POLYETHYLENE SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFICATION REFERENCE STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL NOTES �1) SEE STORM SEWER MANHOLE FOR DESIGN REQUIREMENTS, 0 0 0 DEBRIS RACK 4" MIN B 2 SET SCREWS (TYP) WEIR DETAIL — PLAN VIEW 2 WIER z INV: 562.34 a ORIFICE INV: 558.44 CONCRETE a WEIR PLATE a O ❑❑❑❑❑❑❑ a o ❑❑❑❑❑❑❑ 4 a z Ell] ❑❑❑❑❑ Q aN ❑❑❑❑❑ El El 00 ❑ ❑ ❑ ❑ ❑ ❑ ❑ MIN 0000000 MATERIAL DIAMETER INLET PIPE 558.44 z 0 I SWM -DR ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑ ❑❑❑W❑❑[I n TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) ❑❑❑� ❑ ❑ ❑ ❑ 29/8" SQUARE 3" DIA. HO E OR E] ❑ ❑ ❑ ❑ NN (SEE NOTE 2) _ ❑ ❑ ❑ ❑ ❑ ❑ V-0" MIN. 1'-0Y2" MIN. _) FRONT VIEW HIGH DENSITY POLYETHYLENE SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFICATION REFERENCE STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL NOTES �1) SEE STORM SEWER MANHOLE FOR DESIGN REQUIREMENTS, 0 0 0 DEBRIS RACK 4" MIN B 2 SET SCREWS (TYP) WEIR DETAIL — PLAN VIEW 2 WIER z INV: 562.34 a ORIFICE INV: 558.44 CONCRETE a WEIR PLATE a O STRUCTURE a o 4 4 a PEAK FLOW RATE, Q eak cfs (10—YR STORM) 5.40 Q 72" RIM ELEVATION 563,86 .4 5' MIN ORIENTATION MATERIAL 2-7.5" ORIFICES WITH DEBRIS RACK STORMWATER CONTROL DATA STRUCTURE STRUCTURE ID STM S6A WATER QUALITY FLOW RATE cfs N/A PEAK FLOW RATE, Q eak cfs (10—YR STORM) 5.40 MANHOLE DIAMETER 48", 60", 72" 72" RIM ELEVATION 563,86 .4 PIPE DATA: 1. E. ORIENTATION MATERIAL DIAMETER INLET PIPE 558.44 0° RCP 48" WATER QUALITY FLOW OUTLET PIPE N/A N/A N/A N/A PEAK FLOW OUTLET PIPE 558.34 180° RCP 15" (22.5" FOR COMPOUND METER) ORIFICE TYPE PIPE, CAP, PLATE PLATE ORIFICE DIAMETER in 2-7.5" WEIR CREST ELEVATION 6' WIDE) 562.34 WEIR WALL ELEVATION (TOP) 562.34 HEAD OVER WEIR, H (ft)— WSE at Q eak 562.11 WEIR ORIENTATION CENTER FLOOR ELEVATION 558.44 NOTES/SPECIAL REQUIREMENTS: PIPE ORIENTATION KEY: 90° 180° 0° SHEET 2 OF 5 REV. 3/03 116.05 INLET PIPE �Trnc, MANHOLE — PLAN VIEW STORMWATER OUTLET CONTROL WEIR DETAIL - STRUCTURE S6A N.T.S. Cb= NOT NO ^IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL DUAL SERVICE FOR USE ON ATTACH ED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, 2' R ^IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND CO( -OR USE ON DETACHED SINGLE FAMILY iESiDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED, NLCE55ARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG. W -6A TD -10 VARIES ALVE BOX f_ o'.a VARIES WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W -6A THRU W -7E). I 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 TD --16 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEAL LT O REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents DATE March 31, 2017 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 05.04 a' ° • d e' e. a m oq d .4 a a 44" MIN. 6" MIN. 17.5" 6" MIN, q (22.5" FOR COMPOUND METER) 4', 1-0 60" �.r 36" ❑ a' a . (22.5" FOR COMPOUND METER) a; 1s MIN. a ' �----17.5"---i►-I '. e n < 37" MIN. a 12" MIN, WINGNUT LOCKING ASSEMBLY • a. 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 FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEAL LT O REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents DATE March 31, 2017 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 05.04 FINISHED GRADE l RECTM MUM j\ ASPHALT 1.5 TIMES I �ss EXISTII�IG PAVEMENTUNPAVED SURFACE PAVED SURFACE e . w - Y MIN, T WEAR COURSE . _� _ --�-�`•'`T- ��ry LOAM AND SEED,.a BITt�MINUS PAVEMPAH ADJUSTABLE'��II.,V'E BOX W/ COIR AND 4" BINDER COURSE AS SPECIFIED ENT IIID ROUND BASE. — _-- - - - BINGHAM & TAYLOR FIG. NO. 4905 TACK AND SEAL — TACK AND SEAT. 414 West Franklin Street WK ( - PIECEj, ORAPPROVEQ EQUAL. Richmond, Virginia 23220 . ��— VDOT # 21A COVER MARKED GAS = f k, ph: 804-344-4405 e• COMMON FILL --�� f`, ExISTING PAVI=MENT ,� ��' � '� `�,::,``� `� �ti� "° w," � '� `� � '`� ��• f \.. 't ` fx: 804-344-4406 t� �4� SrT�t,{•,�., � 4 7: ti- '� --'{4 ?t�{5:1Y`nt?�:3i� r�',yF a!�'d��i ..,. 1'r Y. r,24r MIN MIN � zr-7�e'r ,.'``°y.0",_.•.t"'...,r'.'Y".w"r..o.. h t \...w.`a�..�` �' �'"a, �...' T�wti7E .Y' r . .. . k71S1.7'Bf'\p7E ROCK FREE SOIL OR VDOT --� NOTE "I °,. FINE AGGREGATE, GRADE F :; SEE NOTE 5 � - VALVE PROTECT TITLE UVA FOUNDATION EXMWvWME _ r GOLF FACILITY - � BNJr#8€Eal �;F, 4" MIN BEDDING rt 1 y ICK f ` y y BELdW Ot! I'SIDE / - TYP COMPACTED ` qy UNDISTURBED EARTH DIA OF PIPE' NOTE - `4 VDOT #;21A T-ir- WNPOW 3i3rE -i PE BITd STEEL FIFE -` ~ CONSULTANTS GAS FAIN . - 4: CIVIL v�nr - � - ` - EDDINGAND PIPE. INITIAL BACKFILL DEWBERRY ,BLa ass COMPACTED O ROCK FREE SOIL. R VC�OT 4805 Lake Drive Suite 200 -- ,a �oroR �� F _ FINE � AGGREGATE, G� F 5;`� i ti SEE NOTE S Glen Allen, VA 23060 ph: 804.290.7957 e•,. fx: 804.290.7928 NOTES: BEDDING arW INITIAL BAGICFILL ROCK FREE SOIL OR. STRUCTURAL 1. MAINTAIN VERTICAL TRENCH WALLS FROM BOTTOM OF TRENCH TO 24" ABOVE VDOT FINE AGGREGATE, GRADE F DMWP&V CROWN OF RIPE. SEE NOTE 5 720 Moorefield Park Drive, rte; vera mBEEcr roAvcOure*ATeEasrAs'=rrrN uu�wrwosartot►a 2. FOR EXCAVATIONS OVER 5 FT. DEEP, SLOPE TRENCH WALLS AS REQUIRED AND/OR NOTES: Suite 301 PROVIDE OTHER SAFETY MEASURES 11 ACCORDANDE WITH OSHA GUIDELINES. NOTE: 1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL, ph: 804 323 0656 �. ALL BACKFILL SHALL BE PLACED IN 6w LIFTS COMPACTED TO 95% MAXIMUM DENSITY 1. IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX to INCHES ABOVE FINISHED GRADE. � � 2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED BACKFILL fx: 804 272 3916 vd1'� PER ASTM D698. 2. BRICK COURSE'S SHALL BE LOCATED RADIALLY AROUND CIRCUMFERENCE OF VALVE BOX BASE, AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. RE -COMPACT SURFACE MEP Service regulators with InIle mW must have a vent � which v"� ��y provide for ung use � firom � 4. BEDDING MAY BE OMITTED WHERE A FIRM, EVEN TRENCH BOTTOM EXIST. 3. DEPICTED BURIED VALVE INSTALLATION IS T'Y'PICAL FOR ALL BURIED VALVE TYPES. OF BACKFILL PRIOR TO INSTALLATION OF PATCH. LU + SMITH rpguletar + vie e+terrt of intamat ar'talluure, A corm oon breadw and rell0 `+ and mud' be used, Far otd-dLdoors errs the vent my be directly cora ed to a � vent cam. vent shat be tug para( and shat not perms rain or snow to order the 5. LOCAtiY AVAILABLE "ROCK DUST'" MAYBE SUBSTITUTED FOR VDOT FINE AGGREGATE 4., NUMBER OF BRICK COURSES REQUIRED IS DEPENDENT ON LINE SIZE AND VALVE TYPE,. 3. LOCALLY AVAILABLE ROCK. DUST" MAY BE SUBSTITUTED FOR VDOT FINE AGGREGATE WITH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS, 11 508 Al leci ng ie Parkway vend lines. The � pant of reg�ator or reliet valve w mb shad rmt be *coed wrier windows, vard Mor duct$, or any source of WITH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. S. LOCALLY AVAILABLE "ROCK DUST" MAY BE SUBSTITUTED FOR VDOT FINE AGGREGATE Richmond VA 23235 rgnitlon. The dsr rge p*4 shall be a ml� of 3 feet hortzorrW or above any print wturre escaping is may meow undue hazarids. WITH PRIOR APPROVAL OF PUBLIC UTILITIES -GAS. ph: 04-423-6444 fx: 804-423-6445 Recommended Minimum Clearances for - Landscape Design: City of Charlottesville, Virginia DRAWING Outside SIS Meter Installations City of Chadette6ville, Virginia Ripe Trench and Bedding�- Typical DRA7WING City of Charlottesville, Virginia Buried Valve Installation -- Typical DRAWING , City of Charlottesville, Virginia DRAWING Permanent Pavement Repair AECOM Charlottesville Deparrtt°nent of Pubic Works GF 11.0 Department of Pubk.Works to $0010 1.0 D rtrnent of Public W ms GG 2.0 D rtmirit of Pubic Works GP 1.0 455 Second Street SE r,�rascale Nortnsa" Suite 10 Charlottesville, VA 22902 ph: (703) 682-4965 4t a PLACE 5' GALVANIZED " WITNESS POST WITH SL CAPPED ENDS PAINTED BLUE IN REMOTE AREAS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL m 2"SCREENED AS DIRECTED. MARKER LOCATION TO HIGHWAY DEPARTMENT MAY BE SUBJECT STEEL VENT � APPROVAL. FINISHED GRADE KEY PLAN 42" NOTE. HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 24" IN 24 IN INITIAL BACKFILL " " MIN MIN. MIN. MIN,; j _- Pavement y ��P THE LOCAL STANDARD. 6" BEDDING v a. w - _—... o w ,, .. LENGTH OF BRANCH VARIES i I ADJUSTABLE VALVE BOX W/ LID 6' MIN "::' 8 STONE �, f p II (270'} 2' To 10' * STABLE SOIL ROCK t _ m U " MIN Z 38" MIN CARRIER PIPE - STEEL CASING - 18"-22" 7 CU. FT. VALVE BOX * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL SEE 00.05 FOR ENLARGEMENT tJa #68 STONE f STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ..,,. -cc _.- - �� _ __ _ p Z `� THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. SEAL � � L --- - -- d — ---t -- ` TYP 42"MIN t r . �. 6., GATE "', i VALVE `lf , C - -� +r ' ' /r I CASING INSULATOR 6, �` a 8" X 6" J; , " . oY TEEV FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 1 11 � TY7� - - o ` M. FEELER � C' M.J. GATE „®- - INSULATOR SPACING- {Steal Garrter ) (PE CariiwPipe) - - -- - - -. _a - - - - - q. "` VALVE 2500 P.S.I. CONCRETE46506 BASE AND THRUST ,•.►e. BLOCK AGAINST UNDISTURBED STABLEiJ: Li; -- �� n,{��r END SEAL Pipe Size d PI &Eeed,®..) d SOIL. STEEL PILE 4° MI INITIAL BACKFILL � MODEL S, BY PIPELINE SEAL AND INSULATOR, INC.; 314",1" 'Oft. 3" or lass 5 ft. _ u RESTRAINED JOINT FITTINGS UNSTABLE 8" 8" 8" 8"Al _ OR APPROVED EQUAL 1114" - 2" 'TYPICAL EACH I=NI� � 2'° 112 fL 4" - 6" 9 ft. 12 -'18 fT, 8" orl�r�8r 'Ise ft. WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION SOIL - _MIN MIN. _ _ MIN MIN. �`-_ -.,,,, _ #68 STONE (� REVISIONS WATER TO POURING CONCRETE, A STEEL PILE SHALL -- � _ _GRANULAR FILL AS d `" LINE 14 1 BE USED AS ADDITIONAL SUPPORT. -= -- =APPROVED BY ACSA ~, ^ ~` r: r ` , ,% ;..:., `� ;;'eti•SOL'.0 / NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents I� S B SCK' STABLE SOIL OR ROCK NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF V BEYOND THE NOTE EDGE OF PAVEMENT, WHICHEVER IS GREATER= 2500 P.S.I. NOTE ; c 2. REFERENCE DRAWING GG 3.2 FOR MINIMUM STEEL CASING SIZE AND WALL THICKNESS. CONCRETE �' , THRUST BLOCK ° 2 x 2 BEARING AREA. 2 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. �.. � � 2. MAINTAIN A 3 1%2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT „ 1. NO ROCKS SHALL BE ALLOWED WITHIN 24 OF THE WATER LINES. W z ,� v. ( INCLUDING DITCHES ) 1 NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED CD 0 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ABOVE THE INITIAL BACKFILL. 4 4. THE GATE X VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. v a IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 4• NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF IN THE TRENCH. REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. �. BELL HOLES SHALL BE DUG OUT IN ALL CASES. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. PROJECT NUMBER 1408 DUCTILE IRON WATER TYPICAL. SATE VALVE TYPICAL FIRE HYDRANT ASSEMBLY DETAIL PIPE INSTALLATION 8c BEDDING DATE NTS N•T•�• March 31, 2017 FIG. W-5 FIG, W-4 NTS FIG. W-2 SHEET TITLE TD -9 TD -8 TD -2 CONSTRUCTION DETAILS SHEET NUMBER 05.05 STORMWATER NARRATIVE PROJECT DESCRIPTION THIS PROJECT IS LOCATED AT BIRDWOOD GOLF COURSE IN THE COUNTY OF ALBEMARLE, VIRGINIA. THE PROJECT INCLUDES CONSTRUCTION OF A NEW GOLF PRACTICE FACILITY FOR THE UNIVERSITY OF VIRGINIA GOLF TEAMS. THE SITE IS LOCATED SOUTH OF THE BIRDWOOD MANOR AND ROUTE 250/IVY ROAD, AND NORTH OF THE BIRDWOOD CLUBHOUSE. THE PROJECT AREA IS APPROXIMATELY 6.27 ACRES AND WILL DISTURB APPROXIMATELY 4.14 ACRES. THE SITE AREA FOR THIS STORMWATER ANALYSIS AND GRADING IS 2.30 ACRES AS THE REMAINING 1.84 ACRES IS LINEAR UTILITY IMPROVEMENTS WHICH SHALL BE RESTORED TO EXISTING CONDITIONS. THIS PROJECT WILL INCREASE THE IMPERVIOUS SURFACE WITHIN THE PROJECT AREA BY 0.70 ACRES. THIS AREA DRAINS INTO MOORE'S CREEK AND THEN INTO THE RIVANNA RIVER. SOILS FOR THE PROJECT WERE MODELED AS TYPE C CLASSIFIED SOILS BASED ON HISTORIC DATA AND SOILS MAPPING FOR THE AREA. STORMWATER MANAGEMENT METHODS (QUALITY): THE VIRGINIA RUNOFF REDUCTION METHOD WATER QUALITY CALCULATIONS IN SHEET C6.03 INDICATE THE REQUIRED PHOSPHORUS LOAD REMOVAL FOR THE SITE BASED ON THE EXISTING AND PROPOSED IMPERVIOUS AREA WITHIN THE SITE'S DRAINAGE AREA. IT IS REQUIRED TO REMOVE 1.11 LBS/YEAR OF PHOSPHOROUS FOR THIS SITE. THIS WAS ACCOMPLISHED THROUGH THE USE OF TWO BIORETENTION BASINS. THE TWO BASINS ACCOUNTED FOR 0.06 ACRES OF THE SITE, WHILE THE TWO BASINS COMBINED FOR A TREATMENT AREA OF 1.72 ACRES. THESE BMP'S WERE DESIGNED USING VA DEQ DESIGN SPECIFICATION NO. 7 AND NO. 9. DETAILED INFORMATION ON THE FACILITIES CAN BE FOUND IN SHEETS C6.03, C6.04 AND C6.05. STORMWATER MANAGEMENT METHODS (QUANTITY): THE CALCULATIONS COMPLETED FOR THIS REPORT ANALYZED THE 2 -YEAR, 10 -YEAR, AND 100 -YEAR STORM EVENTS. THE SUMMARY TABLE BELOW SHOWS THE PRE AND POST -DEVELOPED RUNOFF FOR THESE EVENTS. IN ORDER TO ACHIEVE ADDITIONAL FLOW LEAVING THE SITE, AN OVERSIZED DETENTION PIPE WITH A WEIR WALL WAS DESIGNED TO ACCOMMODATE THE ADDITIONAL FLOW AND DETAIN IT ONSITE. PRE -DEVELOPED (CFS) POST -DEVELOPED (CFS) 2 -YEAR STORM 4.11 5.47 10 -YEAR STORM 8.87 11.23 100 -YEAR STORM 16.40 24.38 IN ORDER TO ACHIEVE ADDITIONAL FLOW LEAVING THE SITE, AN OVERSIZED DETENTION PIPE WITH A WEIR WALL WAS DESIGNED TO ACCOMMODATE THE ADDITIONAL FLOW AND DETAIN IT ONSITE. CHECKLISTS: CHECKLISTS FOR THE DESIGN OF THE BMP FACILITIES, AS WELL AS THE MAINTENANCE AND INSPECTION OF THEM, CAN BE FOUND IN SECTION 6 OF THE STORMWATER REPORT. PRE -DEVELOPMENT DRAINAGE CRITERIA IN Dewberry Figure 2.1- Pre -Development Curve Number Value Calculation TR -55 Curve Number Values for Urban Areas CN'S FOR RUNOFF IN URBAN AREAS PRE -DETENTION (CFS) POST -DETENTION (CFS) 2 -YEAR STORM 3.68 3.39 10 -YEAR STORM 6.65 5.40 100 -YEAR STORM 12.38 12.37 CHECKLISTS: CHECKLISTS FOR THE DESIGN OF THE BMP FACILITIES, AS WELL AS THE MAINTENANCE AND INSPECTION OF THEM, CAN BE FOUND IN SECTION 6 OF THE STORMWATER REPORT. PRE -DEVELOPMENT DRAINAGE CRITERIA IN Dewberry Figure 2.1- Pre -Development Curve Number Value Calculation TR -55 Curve Number Values for Urban Areas CN'S FOR RUNOFF IN URBAN AREAS URBAN AREAS CN SOIL TYPE COVER DESCRIPTION AVG. PERCENT IMPERV AREA CN FOR SOIL GROUP: C 1.91 141.34 A B C D COVER TYPE 0.14 13.72 FOREST 70 C 0725 17.5 OPEN SPACE: (LAWNS, PARKS, ECT.) OPEN SPACE: (LAWNS, PARKS, ECT.) TOTAL AREA TOTAL PRODUCT COMPOSITE CN 2.30 172.56 1 -YR GRASS COVER < 50% 10 -YR CALC 68 79 86 89 GRASS COVER 50% TO 75% GRASS COVER 50% TO 75% 49 69 79 84 GRASS COVER >75% GRASS COVER >75% 39 61 74 80 IMPERVIOUS AREAS: IMPERVIOUS AREAS: PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ECT. PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ECT. 98 98 98 98 STREETS AND ROADS: STREETS AND ROADS: PAVED; CURBS AND STORM SEWERS PAVED; CURBS AND STORM SEWERS 98 98 98 98 PAVED; OPEN DITCHES PAVED; OPEN DITCHES 83 89 92 93 GRAVEL GRAVEL 76 85 89 91 DIRT DIRT 72 82 87 89 URBAN DISTRICTS: URBAN DISTRICTS: COMMERCIAL AND BUSINESS 85% 89 92 94 95 INDUSTRIAL 72% 81 88 91 93 DRAINAGE AREA A URBAN AREAS CN SOIL TYPE CN SOIL TYPE ACRES PRODUCT OPEN SPACE 74 C 1.91 141.34 IMPERVIOUS AREAS 98 C 0.14 13.72 FOREST 70 C 0725 17.5 OPEN SPACE: (LAWNS, PARKS, ECT.) TOTAL AREA TOTAL PRODUCT COMPOSITE CN 2.30 172.56 1 -YR 2 -YR 10 -YR CALC 78 1 78 79 75 POST -DEVELOPMENT DRAINAGE CRITERIA Dewberry Figure 2.2 - Post -Development Curve Number Value Calculation TR -55 Curve Number Values for Urban Areas CN'S FOR RUNOFF IN URBAN AREAS CN SOIL TYPE ACRES PRODUCT COVER DESCRIPTION AVG. PERCENT IMPERV AREA CN FOR SOIL GROUP: 0.64 62.72 URBAN DISTRICTS A B C D COVER TYPE TOTAL AREA TOTAL PRODUCT COMPOSITE CN* 2.30 185.56 1 -YR I2 -YR 10 -YR CALC 78 78 1 79 1 81 OPEN SPACE: (LAWNS, PARKS, ECT.) GRASS COVER < 50% 68 79 86 89 GRASS COVER 50% TO 75% 49 69 79 84 GRASS COVER >75% 39 61 74 80 IMPERVIOUS AREAS: PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ECT. 98 98 98 98 STREETS AND ROADS: PAVED; CURBS AND STORM SEWERS 98 98 98 98 PAVED; OPEN DITCHES 83 89 92 93 GRAVEL 76 85 89 91 DIRT 72 82 87 89 URBAN DISTRICTS: COMMERCIALAND BUSINESS 85% 89 92 94 95 INDUSTRIAL 72% 81 88 91 93 DRAINAGE AREA A CN SOIL TYPE ACRES PRODUCT OPEN SPACE 74 C 1.66 122.84 IMPERVIOUS AREAS 98 C 0.64 62.72 URBAN DISTRICTS *1, 2, 10 Year Values from VRRM TOTAL AREA TOTAL PRODUCT COMPOSITE CN* 2.30 185.56 1 -YR I2 -YR 10 -YR CALC 78 78 1 79 1 81 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEE C0.05 FOR ENLARGEMENT SEAL M REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents PROJECT NUMBER 1408 DATE March 31, 2017 SHEET TITLE SWM NARRATIVE AND CALCULATIONS SHEET NUMBER C6.01 PRE -DEVELOPED DRAINAGE AREA MAP POST -DEVELOPED DRAINAGE AREA MAP III7l- IIIIIIIIIIIIIIIIIIIIitIIIIIIIIItIIIfIIIIIIIII4y V, II* IIIIIIIIIIIifIIIIII414 West Franklin Street IRichmond, IIIIIph: Virginia 23220 IIIIIIIIIIIIItIIIIIIIII-344-4406 804-344-4405 IIIfx: 804 IIIIIII7 IIitIZ/ ItItIIitIPROJECT IIIIIIIII--- IIIIIIiIIIITIIIITItitI9 TITLE IIITTItittI -------- - IiIIIII IIIIIIIIIIIIIfIIIIIIIIIIIIIilIV, FACILITY ITIIIIGOLF �/, IIV IIIitIIIIIIIITIIIIII IIIIIIIIIIIIItIIIIIIIIIItCIVIL IIIlIIIIIDEWBERRY IitIIIIitI4805 IIIIIIIIIIIIIIIIItIIIIlIItSuite Lake Brook Drive 200 IIItIIIIItIIIIIIIIIGlen IIItph Allen, VA 23060 IIIIIIIIIfx: II804.290.7957 IIIIIItIIIIIIII 804.290.7928 ItIIIiIIIT(I IifIIIIiItIIitDMWP&V IIIIII III//LIMITS Of S'TUR LIK41TS OF PTSTURBA ' ItIlIIItIit17 IIIIIIIIIIIIIIIitIItIIIIIIIISuite II720 Moorefield Park Drive, IIIIIIIItIItIIph: 301 IIIIIIIIIIITIIIIfIIIIIIiIIIIIIIiMEP 804 323 0656 804 272 3916 IItIIIIIIIfx: II- IIIIIIIftIHIEETT-FLOW IIIIIIIILU 7- - -------- + SMITH IIIIIIfIN' 0"., 1,8, IIIIIIliItIII11508 Allecingie Parkway itIIIItIIIIfIllIIRichmond, ilIIItIIIIII7 IIIIIL VA 23235 I-423-6444 L1 IitIIph:804 IIItIIIfx: 804-423-6445 IIIIIIIIIIIIIIIIiftItIIIIIIIIIfILandscape Design: IIIIIIIIIIIIAECOM tIfill, IIIIIIIIIIIIIItII455 Charloftesville ItIIIIIilIIIIIIIIIItitIt- Second Street SE -L V) Vill IIISuite 100 ISCALE: ItIIIttItItII/Z Charlottesville, VA 22902 IIIIIIII IIIIII-4965 IIIIIIIIIIIitIIIIIitIIIIIiIIfIItIIIIIIItIIIIIIIIIIItIIIIIIIIIIIIIIIItIIIIIIIIIIKEY it ph: (703) 682 PLAN IItIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIItItIIIIIITIIItIIIIIItIIttIIIIIIIIIIIIIIIIIII.... ...... . IIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIfIIIIlIIIIIIIIIIIIIIOR ISEE IN CO.05 F ENLARGEMENT rj IIIIIIIIIIIIitIIIIIIIIIIISEAL IIIIitIIIIIIIIIIIIIIIIIIIIIIIIItIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIII'R IIIIIIIItIIIIIII46506 IIIIIIIIItIIIIIIttIIIIIIIIIIIIIitIIIIIIIIIIIIIIIIIIIIitIIIIIIIIifIIIIAl L IIIIIIIIIIIIINIItIIIIIIIIItIREVISIONS IIlIIIIIIINUMBER ItIIIIIII1 DATE DESCRIPTION 03/31/17 100% Documents IIIIIIitIIIIIIIIItIitIitIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIitIIITIItIIIIIIIIIIIIIItIIIIIIItz IIIIIIIIIIIIIIIIIIIIIItIIIIIifT tIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIiIIIiIPROJECT NUMBER IItIIII1408 IIIIIIIIItIITDATE tIIIIIIITIIIIIIIIIICO IMarch 31, 2017 IIIIIIIIIIIIIIIIIIIIIISHEET TITLE IIIIy IIIIIIItIIIIIIIIIPRE AND POST iIII ... .... . IIIIII IIIIIIITfDRAINA IIGE IIIIf IIIAREA MAPS 0 75' 1 50' 300' 0, 75' 1 50' 300' SHEET NUMBER 1 1 50' SCALE: 1 1 50' C6.,02 414 West Franklin Street Richmond, Virginia 23220 PRE -DEVELOPED LAND COVER MAP POST -DEVELOPED LAND COVER MAP ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE LEGENDLEGEND UVA FOUNDATION - --- ---- GOLF FACILITY FOREST/WOODED 0.25 ACRES • GRASS 1.66 ACRES GRASS = 1.91 ACRES IMPERVIOUS COVER 0.64 ACRES CONSULTANTS CIVIL IMPERVIOUS COVER 0.14 ACRES DEWBERRY 4805 Lake Brook Drive ISuite 200 Glen Allen, VA 23060 I--- IIph: 804.290.7957 fx: 804.290.7928 I- - ------- ---- ---- STRUCTU AL IIDMWP&V - - - - - - - - - - -720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 IIfx: 804 272 3916 MEP III11508 7- LU + SMITH Allecingie Parkway 0 I. F C 0 U D ', i IRichmond, VA 23235 804-423-6444 ph: fx: 804-423-6445 ILandscape III------ I---- --- --- ------- Design. AECOM Charloftesville ------ - - 455 Second Street SE JEl Suite 100 I - ------ -- - ---------- Charlottesville, 2902 fIIf4e ph: (703) 682-4965 IIII'�70 IINv II570-- 4, -41 V fI.......... IIIII'4' III4�, IKEY PLAN -4, IV- II710 IIItIIICOURTYARD Ittt'41 �f I. '4, ------ IIIBIORETENTION IfI----------- ISEE I-41 I7M . . . . . '41 4, CO.05 FOR ENLARGEMENT II -4 ItIIIIII..... 4, 72� i SEAL IATR I0 IIIIIItIIIIIII_j- tIf11�11 I5'/5 '41 IIIII$6506 VIN Xf. KEEL, ER IIIIII14, L rs III'41 40, IWall -41 + \v .1, I59 IIIII IREVISIONS IIPRACTICE - --- --- NUMBER DATE DESCRIPTION GREEN itIifr 1 03/31/17 100% Documents I01 IItIIitIIIIIIIIIIIII41' 1 I I41, 1 i IIIIIIIIIIIIfI5* _'j, I I IIfI59 IIIIIIIIIIIyl IIIifIIIIIt0 IAlit* IIIftIIam IitIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIPROTECT ti IIIIIIIIIIIII1408 NUMBER IIttIIIIIIIIIfDATE March 31, 2017 TOTAL AREA - 2.30 AC TOTAL AREA - 2.30 AC SHEET TITLE PNS PNE PRE AND POST LAND COVER O' 40' 80' O' 40' 80' MAPS SCALE: 1 40 SCALE: 1 40 SHEET NUMBER C6iO4 1,I , " , - ,� I I j W II /_ , II -- I I ?,I-8/0.111 PON , I 11 w �� i ,S�,, - ;.! .. � I` — ,�_. — � , / 4 �� ,_�, I I �� , N ' ' , I II, *I lARB""' , .�, _*BIORETENTION TION 2 l 0 j '� 37 AC. I ... // ...� . ,; li / **% 1, " - --l"%'. 1%* -1 i � TIF I - - -, - --,-,----.- � P��*x � ______ ___ 11,1� - - ....... _. I %, \ , i !i I I i , , 1 � ! ; ; ; �), 11 � � , 1 4 � � � i i, -,, .1'. 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CONTRACTOR TO INSTALL 12" LAYER OF #57 STONE WITH DI -1 STORM STRUCTURE AND 15" PIPE (SEE SHEET C3.06). IN - -o- �13N� s00_\ \ 1 0' 50' 100' 200' SCALE: 1 " = 100' 10 Dewberry Figure 5.3 - Stonn Sewer P1 p I ng De sl g n PROJECT UVA Golf Facitity LOCATION Albemarle County FROM TO AREA DRAIN. RUNOFF COEF, C A ..--.---- , -------, INCRE° ACCUM- INLET TIME RAIN- FALL INVERT 0 ELEVATIONS LENGTH I I I SLOPE CNA. CAPA- CITY VELD- CITY FLOW TIME "Min" PIPE SIZE POINT POINT (1) (2) ACRES (3) C (4) MENT (5) ULATED (6) NIK IN./HR. (8) c. F, UPPER LOWER (9) (10) (1 1) I FT. 1 (12) FTIFT. (13) —_ _-INCHES (14) CY.& (15),— F. P, S. (16)--- SEC, (17) INCHES (18) S1 S2 0,290 0,730-61i2 - 0-212 1(7)----- 5.00 6.67 __ 1.41 566,73 �64,68 63,66 l 0,050 ___ 15 14,44 1t77 4,50 6.27 , 1 S2 S3 0,000 0.760 0.000 4.212 5,08 6,65 1.41 66198 557,13 1 69.00 0.099 16 20,35 16.59 4,16 5.61 _S3 _ $4 S4 S5 009� 0.030 0.791 0.900 0.000 O�027 1�, 0,239 1 5,14 1 5.30 6.6 6,59 1 1,40 557.25 L550, 25 _f�F_ .i8 6a -66--t-- 1 Tp� 39.00--_ 60 0,010 — 15 15 15.80 a46 12.88 6,26 9�09 7,41 _ &83 1 . 1 0,300 1 0,924 = 1 — 557.97 1 6%,96 1 50,00 11 - - MO 1 S8 S9 0,370 0,330 1 4.122 1 0.361 1 6,42 1 6,56 2.37 1 541.75 1 544,83 1 92,00 l 0.010 15 6.46 5,26 17,48 10,29 I S6 1 S6A 1 1,030 1 0,437 1 0,450 1 0,450 1 5.00 1 6.67 1 3,00 j 560.10 1 558-44 I 83,00 1 0,020 1 48 1 203.14 1 16.17 1 5,13 1 9,88 1 S6A j S7 I G_000 I 0.9(X) I 0.0 .66 1 2,99 1 558,34 1 658,03 1 6100 1 0,006 1 15 1 4,53 1 3.69 1 17,06 1 12.84 � -- - 1 $10 I $11 I 3.OaO 1 0,300 1 0,924 1 O� 924 1 557.97 1 6%,96 1 50,00 11 - - MO 1 14.74 s00_1 0' 50' 100' 200' mm""! SCALE: 1 " = 100' 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804,290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN : DEVINA1, kEEI-29 -w 41� * Lt.-"! 46506 0 Fq, i . 16 I 1 � A&. ,a 3 , �� _� -- -�. 0 1! 1I 1 0 -,.% - I � , --I- __ j _n , I - . ... - . AL . - REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents C6.05 WATER QUANTITY NARRATIVE WATER QUANTITY CONTROL: IN ORDER TO ACCOMMODATE THE ADDITIONAL FLOW GENERATED BY THE ADDITION OF IMPERVIOUS AREA ON THE SITE, AN OVERSIZED PIPE WITH A WEIR WALL AND TWO ORIFICES WAS DESIGNED TO ACCOMMODATE THE ADDITIONAL FLOW AND DETAIN IT ONSITE. THE 48" PIPE WAS DESIGNED TO BE 83 -FOOT LONG, WITH 2 -7.5 -INCH ORIFICES. THROUGH THIS DETENTION, THE FLOW HydroCAD - UVa Golf Storage Type // 24 -hr 2 Rainfall=3.68" HydroCAD - UVa Golf Storage Type // 24 -hr 2 Rainfall=3.68" HydroCAD - UVa Golf Storage Type// 24 -hr 100 Rainfall=9.13" RATES OF WATER LEAVING THE SITE WERE REDUCED TO BE LOWER THAN THE PRE -DEVELOPED FLOW RATES. Prepared by Dewberry Printed 3/30/2017 Prepared by Dewberry Printed 3/30/2017 Prepared by Dewberry Printed 3/30/2017 THE CHART BELOW SUMMARIZES THE PRE -DETENTION AND POST -DETENTION FLOW RATES: HydroCAD®10.00-14 s/n 05760 @2015 HydroCAD Software Solutions LLC Page 6 HydroCAD®10.00-14 s/n 05760 @) 2015 HydroCAD Software Solutions LLC Page 7 HydroCAD@) 10.00-14 s/n 05760 O 2015 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 1S: DA #1 Summary for Pond 1P: Detention Pipe #1 Summary for Subcatchment 1S: DA #1 414 West Franklin Street Runoff = 3.68 cfs @ 11.96 hrs, Volume= 0.166 af, Depth= 1.93" Inflow Area = 1.030 ac, 0.00% Impervious, Inflow Depth = 1,93" for 2 event Runoff - 12.38 cfs @ 11.96 hrs, Volume= 0.596 af, Depth= 6.94" Richmond, Virginia 23220 Inflow = 3.68 cfs @ 11.96 hrs Volume= 0.166 of ph: 804-344-4405 PRE -DETENTION (CFS) POST -DETENTION (CFS) Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Outflow = 3.39 cfs @ 11.99 hrs, Volume= 0.166 af, Atten= 8%, Lag= 1.6 min Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0,00-48.00 hrs, dt= 0A1 hrs fx: 804-344-4406 2 -YEAR STORM 3.68 3.39 Type II 24 -hr 2 Rainfall=3.68" Primary 3.39 cfs @ 11.99 hrs, Volume= 0.166 of Type 1124 -hr 100 Rainfall=9.13" 10 -YEAR STORM 6.65 5.40 Area (ac) CN Description Routing by Star -Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Area (ac) CN Description * 1.030 82 Peak Elev= 560,09'@ 11.99 hrs Surf.Area= 0.006 ac Storage= 0.004 of 1,030 82 100 -YEAR STORM 12.38 12.37 1.030 100.00% Pervious Area 1.030 100.00% Pervious Area PROJECT TITLE Plug -Flow detention time= 0.2 min calculated for 0.166 of (100°J° of inflow) Tc Length Slope Velocity Capacity Description Center -of -Mass det. time= 0.2 min ( 825.8 - 825.6 ) Te Length Slope Velocity Capacity Description UVA FOUNDATION (min) (feet) (ft/ft) (ft/sec) (cfs) (min) (feet) (ft/ft) (ft/sec) (cfs) GOLF FACILITY 5.0 Direct Entry, Volume Invert Avail.Storage Storage Description .. 5.0 Direct Entry, #1 558.44 0.024 of 48.0 Round RCP Round 48 Subcatchment 1S: DA #1 L= 83.0' S= 0.0200'1' Subcatchment 1S: DA #1 Hydrograph Device Routing Invert Outlet Devices Hydrograph #1 Primary 558.44' 7.5" Vert. Orifice/Grate X 2 rows with 0.5" cc spacing C= 0.600- 4 ° 1 1 I 1 I I 1 1 ' RIJCIO{( #2 Primary 562 34 Rectangular Weir CONSULTANTS ar 8.0' long x 0.5' breadth Broad -Crested nguLX1Q , 13: -- 1 1 - ! ! --!`------I-- i--- i----'---'---'-----'Typ r�j2-r y Q Head (feet) 0.20 0.40 0.60 0.80 1.00 IT]+ PY (j; 24-h r Coef. (English) 2 80 2 92 3 08 3 30 3 32 1 I 1 ! ! I I I ; I I - z= 'CIVIL -' r'--:-- -------'---I--1--'T--i--- r--r--r--r_-r--7-- 1 "--T r --'-- I- 1 __' _ _I __1` I rr__ 1100 Rair>tf�t(1-9.�f3� DEWBERRY 1a Primary OutFlow Max=3.39 cfs @ 11.99 hrs HW=560.09' (Free Discharge) - '--'- -F - 4805 Lake Brook Drive 3 1 ,Runoff Ares=j1.030 ac _ +- RWnoff_Ai-el=.03�C _ 1=Orifice/Grate (Orifice Controls 3.39 cfs @ 5.53 fps) i I ' ! I I I 1 1 ' I I I I _ 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) _ _ _ _ _ _ _ _ _'_ _ _, _ _ _ _ _. _ .- I iw Suite 200 ' TTT"' l�'I��Y 1 1 I I I unoffVOl m,, 0.16 of I ! 1 'R I , - 0. afGlen ^'• 6 I I I 1 .` �ID tiia"'f 4 en, VA 23060 G r -- ---,---; --;-- --;-- - -- q �, q� - I 1 ! I I 1 I .,. -. ------------r --- Rt �tsff7D�pth�-�'� r�3.'"- Pond 1P. Detention pe #1 n p ph: 804.290.7957 I 1 I 1 I ! ! ! y •' 7- 7--T-- f ---F y 7 �y Pi TcT5.10 117111 Hydrograph 6,-..� V I-T"cTS.!OJr�nin fx: 804.290,7928 1 1 1 I I I I ! °1" .---III1I ___I1I1III ` `!1!:!!! --JI1II1I --,Iiii1I . ..Ir ._.-II1II!I --'-iII11 --__1,+I _`-I,+1I --=I,I --I1II 111I1I !II 1i!iii ::ii! !I!ii! I1II1II IIIIII II1I I!II IIII !!!! ,' -!!; �IIII �- : --�1I ",3�`G•i(`8�. ___ - ,- '- --1I�1I -�'f! -iIIII -_,jN= -----------------r 1T+II N.._=1rIVI x--_ r----- - --- ST R UCTUR A L -- ----� 4 - L 4 DMWP&V fnfid 1 I0iOIaI IAre 3- 720 Moorefield Park Drive, PO- Suite 3012 3 3- ph: sba :!O x, 804 272 3916 0 2 4 6 8 10 12 14 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � >e _ rI__yt Time (hours) MEP k ! I 1 ! `j 'z-. I 1 ! LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 - I I 1 I I 1 I � I I ' 1 I I I . ! 1 1 I fx: 804-423-6445 I I I ! 1 I I 1 r. Bobcat` Rea�ti on Llrli(' Detention Pipe #1 HydroCAD - UVa Golf Storage Prepared by Dewberry Printed 3/30/2017 HydroCAD@ 10.00-14 s/n 05760 @2015 HydroCAD Software Solutions LLC Page 2 Area misting (all nodes) Area CN Description (acres) (s a bcatch me nt-numbers) 1.030 82 (1S) 1.030 82 TOTAL AREA HydroCAD - UVa Golf Storage Type// 24 -hr 10 Rainfall=5.56" Prepared by Dewberry Printed 3/30/2017 HydroCAD@ 10.00-14 s/n 05760 @2015 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 1S: DA #1 Runoff = 6.65 cfs @ 11.96 hrs, Volume= 0.308 af, Depth= 3.58" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type 1124 -hr 10 Rainfall=5.56" Area (ac) CN Description * 1.030 82 1.030 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: DA #1 Hydrograph I : -----+--- -- -----I-- --'-- --' - - -----"--'---+- -- r_IR unoff 7 I I I I I I I I I I 1 ! ! I I I I I I ! I 1 I + ! ;T ll' 2 fir ` .__._1.___1_____.1.-_!. __L..__I___I__J__S.__A__L_ L__.__s_. .-...__J._ L 1___.____. I I I I 1 6 l l I I 1Q Rai�lfailT5.56" i f 1 I I 1 I I ! Rimoff AireA=0:030-ac-- I I I I I I I I I I � I I I P�noff Vol6m1e=0.$00 of I I I I I I I I I I ^x ,r_ ,•' -`III -III --- : --III r�. -III -rII rII -rII -rI! ---k6 R�! - I I --r-Iy4noffDpth"r3-5--R-:;-! -- I I 1 I ! I 1 TEy 5:4 dtlrt- +� `�F Oray,- I N=8 1 I ! I I I 2 2if I I I : I I I I 1 I I I I ! I I : I I I '__-- I I I I I I I I I I I I 1 I I I 1 I I I ! I I I I I I I I I I I I I I I I 1 I I ! I I I I I I 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 Time (hours) , Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 HydroCAD - UVa Golf Storage Type 1124 -hr 10 Rainfall=5.56" HydroCAD - UVa Golf Storage Type// 24 -hr 100 Rainfall=9.13" Prepared by Dewberry Printed 3/30/2017 Prepared by Dewberry Printed 3/30/2017 KEY PLAN HydroCAD@) 10.00-14 s/n 05760 O 2015 HydroCAD Software Solutions LLC _ Page 10 HydroCADO 10.00-14 s/n 05760 © 2015 HydroCAD Software Solutions LLC Page 13 - 1 Summary for Pond 1 P: Detention Pipe #1 Summary for Pond 1 P: Detention Pipe #1 Inflow Area = 1.030 ac, 0.0010 Impervious, Inflow Depth= 3.58 for 10 event Inflow Area = 1.030 ac, 0.00% Impervious, Inflow Depth = 6.94' for 100 event Inflow - 6.65 cfs @ 11.96 hrs, Volume= 0.308 of Inflow = 12.38 cfs @ 11.96 hrs, Volume= 0.596 of Outflow - 5.40 cfs @ 12.00 hrs, Volume= 0.308 af, Atten= 19%, Lag= 2.7 min Outflow - 12.37 cfs @ 11.96 hrs, Volume= 0.596 af, Atten= 0%, Lag= 0.1 min Primary = 5.40 cfs @ 12.00 hrs Volume= 0.308 of Primary = 12.37 cfs @ 11.96 hrs Volume= 0.596 of s - Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs SEE 00.05 FOR ENLARGEMENT Peak Elev= 562.12'@ 12.00 hrs Surf.Area= 0.007 ac Storage= 0.018 of Peak Elev= 562.76'@ 11.96 hrs Surf.Area= 0.004 ac Storage= 0.022 of Plug -Flow detention time= 0.6 min calculated for 0.308 of (100% of inflow) Plug -Flow detention time= 0.7 min calculated for 0.595 of (100% of inflow) SEAL+;404 Center -of -Mass dei. time= 0.6 min (808.6 - 808.0) Center -of -Mass dei. time= 0.7 min (790.0 - 789.3) 't � `� Volume Invert Invert Avail.Storage Storage Description Storage Description Volume Invert Invert Avail.Storage Storage Description Storage Description i- _J �►" #1 558.44' 0.024 of 48.0" Round RCP_Round 48" #1 558.44' 0.024 of 48.0" Round RCP Round 48" + -( • L= 83.0' S= 0.0200T L= 83.0' S= 0.0200 'l' T)EV1N tVI. KEELER Device Routing Invert Outlet Devices Device Routing Invert Outlet Devices ��(��'^ 5�['/0'� � � .. n f fe n � �� + `ffJ.741 � #1 Primary 558.44 7.a! Vert. Orifice/Grate X 2 rows with 0.5 cc spacing C= 0.600 #1 Primary 558.44 7.5" Vert. Orifice/Grate X 2 rows with 0.5 cc spacing C= 0.600 #2 Primary 562.34 8.0long x 0.5 breadth Broad -Crested Rectangular Weir #2 Primary 562.34 8.0 long x 0.5 breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Head (feet) 0.20 0.40 0.60 0.80 1.00 ''L - Coef. (English) 2.80 2.92 3.08 3.30 3.32 Coef. (English) 2.80 2.92 3.08 3.30 3.32VAI..L'G Primary OutFlow Max=5.40 cfs @ 12.00 hrs HW=562.11' (Free Discharge) Primary OutFlow Max=12.35 cfs @ 11.96 hrs HW=562.76' (Free Discharge) 1:1=Orifice/Grate (Orifice Controls 5.40 cfs @ 8.79 fps) �1=Orifice/Grate (Orifice Controls 5.90 cfs @ 9.62 fps) REVISIONS 2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 2=Broad-Crested Rectangular Weir(Weir Controls 6.45 cfs @ 1.91 fps) NUMBER DATE DESCRIPTION Pond 1 P: Detention Pipe #1 Pond 1 P: Detention Pipe #1 1 03/31/17 100% Documents Hydrograph Hydrograph &=3 i11fI°W -_ .I _. _... - -'-!". -- !---+ --. _ _.-'1_ _ _._ _ ._.{ ._1- _. { - -- -. _I__ Rinflow I ! 1 I ! I I I I I & taCSs I I 1 ! 1 I I 1 Primary I .12.3�.e(s' I i Primary : 7- 1 - - - 2,37 a-- ---r- ---r--I-nf-o- w--!ra aw,-1--- !12 -:. 'P a;kE, r/'Y� �i{� 6- ! I I ! I I e ley- �/ -,l r - -- - `-- - --I-- --- - --! - P 4k'El, ".2 T6, J I ! - : I I I ! I : 1 I I I I I I I 1 " 3. I I I I I I 1 I I ! ! I I StLrage= 0t1. 022-a$tbrlge0.011°:of- -----!--T :'_.r. ,F'---'---' --I--- 'I---+'-- --'!---'-----!--------+---+---'--"{"-- $ I,-' ! 1 ! I 1 f I' "7"" 5a -- t -I - 1 - "-I'--- oI I I i - 1 --I-__- 1 ---1_ --- I 6-. I__ -_-.__r _ __ �__! __' I__ -____ I I 1 1 _ 3- 1 J _ ._L L________I_- I 1 I 1 1 PROJECT NUMBER 2_ I I _. ,zs'y ! 1 I I 1 I I ! 1 I I I 4 31408 _ I ! I I I I I I I I I ! I I 2 I 1 I ATE ° ° - March 312017 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) Time (hours) SHEET TITLE WATER QUANTITY NARRATIVE AND CALCULATIONS SHEET NUMBER C6.06 M GOLF FACILITY FIRE FLOW HYDRAULIC MODEL ATTACHMENT A - ACSA HYDRANT FLOT TEST REPORT, JUNE 37 2015 ATTACHMENT B - HYDRANT FLOW TEST SIMULATED PUMP CURVE 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 I ' A 9 t e- I C 1 4 1 E I F I G I H I E I 3 I K I A 1 1 @ 1 C I D I E I F I G I H I t I .i I K �'e''�i1Tben ,,AI Hydrant F�Q�nr, t7ak9 oS Repprt" ' I z. H{ F t)a#e crf:R+ypoft HyrntiaW 6 PROJECT TITLE UVA FOUNDATION MEMORANDUM,. ,r1"1 Test e QI"t x ass. +5 2015 ! / �: � -�� , f Test a or nrl4 ":Vi R t Dew r ber v Dewberr y GOLF FACILITY ;=. dF •' r_ Y" .Y .• k4.f �.iF L,i.. ,. ,,.,.::: w ,. .:,.:,:, ..�., ,_..,.•. ,.,�P'Ar?4i'' R.ka�:,.h241 t, ,:)«! ,., f _' ,-- , „ .-., a. .:. <<i:.-... , 1frT: fri+ ,: ., .t-„�i�, 2 ... � Location Fdnam - - - - Location l:dtlafTl 3 FIRE HYDRANT FIRE FLOW TEST 3 FIRE HYDRANT FIRE FLOW TEST 4 4 trate and Time of Test 6/3/201511;00:00 AM mate and Time of Test 613/2at 5 10.30:00 AM s Date 061r03/15 Time 11:00 weather 5 Date 06/03/15 Time, 10.30 Weather Date: Friday, September 9, 2016 Minutes of Flow 2 Minutes of Flow z 7 Flusher/Tester Temperature F r 4c 6 7 FtusterlTester Temperature F + °c Subject: UVA Golf Facility Fire Flow Hydraulic Model Pipe Size (inches) 10 Pipe size (inches) 8 9 i CONSULTANTS ��.:�_�,=;w.��_,:��,ry,.,,«..�.,. ...,. .gym. .-�•....,----,,�,. � .. , _ _, ._.��:_;:N .,._::-_:..._��_F.�-.°..,s_�,�F.„„ - _ _... Pressure Hydrant 101433 Pressure Hydrant 12579 70 1t Flow Hydrant 12579 Gale (test) Hydrant 10143 Diameter 2,5 inches Static 76 psi lu at Flow Hydrant 12552 Diameter 2.5 _ _ inches Gage (test) Hydrant 12579 Static 74 _ psi CIVIL Albemarle County Service Authority (ACSA) requested a fire flow study to ensure adequate fire protection Static Pressure (psi} T6 Static Pressure (psi) 7tt 12 Coefficient 0.75 Residual 64 psi Pilot 37 12 CDefficlent 0.75 38 Residual 40 psi DEWBERRY for the 8 -inch waterline extension to the UVA Golf Facility. The model was based on two hydrant flow 13 14 Psi Flow Residual Pressure 851 Flow 24psi 1954 13 Pitot psi P Flaw Residual 862 Flow 1107 4805 Lake Brook Drive tests conducted by ACSA on June 3, 2015 (see attached). Where data were not available, conservative Residual Pressure (psi) 64 Residual Pressure (psi! ! at grin available at residual gpm iC at Pressure Spm available at 20psi rosidual spin assumptions were made including: p g 15 7 Mir sfflawed 2 water used 227 cubic feet 15 Mlire flowed 2 water used 230 cubic feet Suite 200 = Existing waterline material assumed to be ductile Iron C 130 g { } Flow Hydrant iii 12579 Pitot Pressure #1(psi) 37 Test Flow 1 850 Flow Hydrant #1. 22552 Pitot Pressure #1(psi) 38 Test Flow 1 861 ; 17 1a _ « _,,, w, _ Available Fire Flow a.D w .. sac I 1 1a Available Firs Flow __.r,, . .... _ ,, _" « , ., „ _<.,, M,.. . 1ar,0.D t. - '9 Glen Allen VA 230 60 i • Elevations were assigned using available 1 -foot contours Flo drat Pilot Pressure 2 (psi) e Flow Flow Hydrant #� tot re ere # Test 1 w 2 Y (P) a flow Hydrant #2 Pitot Pressure #2 (psi) Test Flow 2 y (P � e a ,� .. ,,::. ..,.-....: ,: ,. 1.11:1 _ .; _ __.vt.-, ,-.--.:..-..,..,-:.:; ,..., .... .,.« - -. '.„.-, ,..,, .-.. .�.,...,. „ _ „..., ,..... a c6.o . .. ..:.: . ....... ......, � .. .... _ . { , .. ... ... - .__., ., „ . . , .. .._ .. _.. , . --. .... _ .. . _ .,,. _ . _.. >, „_�,. ,,, -t�"'`.;r+�+r,':,,�,- - - ,.. p h. 804.290.7957 • Distances between junctions were approximate based off of GAD data 1 pP i I 21 ,. , :, ,. ,, , .- _�:. :;.. ,. ..:: , . •_ . , .;.. f -+ +� 2D 21 12r�a.n ��;.:.� ,�.�;: ;_, �m :.,-; .. �.:� ,�.>:>,. .,:a;. *'�"""„�• �' �«�';�,.. _--- `�-- ,,.m;~._.,:: fx. 04.29 8 0.7928 coon s outlined as calculated based on the assumed fixtures at each Gonne a System demand (gpm} w c la b s d Flow Hydrant #3 Pitot Pressure 3 st Test Flow 3 yd u # (p) T s 4 a .. Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 0 y (P )`r , 2z 23 S; _ . -. , _ _ _..:. _. � _ _... . _ _.. . , . _._-...:_,: ...,_.,_ ,_:, , .., ,... .- .._..., �_ .-..,._._.-.,., ,. ,_ . ,., .,_.:.,.-. ,.. ... '._. ,': ,. _- ..1...1..11 _.._,. ...-. ,. ...-. _..-.,.. ,. :, ..-....., :::. _,.;.:.,-.._.,,... .,. 1t900.n f:- :� `` "'.;.i, z2t 24 ... _..- _ .. ,.,_ : �.. ,.. _ ti._,-::.., .- .�<, ... . _..:_,_ . _ .....•. _. .... . ..... .... _ .,, _. - _ ._ , _., .._ ,, . , . , ..°w>~,�4 _ _..,.. _ _. ,,.. <.,:_ o [ :... .,< .1...111 _ . ,.., 1r ,-- : •' , STRUCTURAL below. Total Estimated Flow m 850- (Sp ) Total Es#!mated Flaw m 861 (gpm) ) zfi ,;l-' ...,` :.:, 'Jfir).Q ,..,.._. r, .e.: -.. :. r-:,,, .. n.,....:; v+r, .....' ,1:..w ....,:« ..-.. >:1-..w ^�<..,+.wm.. ,. ..,, . , ,, ,: >. <. ,�., �„ ... 25-� .._ <6 ,-.: .'." -25 �c6.D '. _ ��,�_ - - DMWPBcV Water Meter #1 Fixture Table Golf FacilityFixture Table - Estimated Consumption (gal) 1700 Estimated Consumption (gal) 1722 27 za ao 4 za.6 3° ° Residual Pressure (Psi) s t.� hb'6 7016 n 10.6..-_-_. U.6 �, as 0,6 10,0 20.6 3610 Residual Pressure (psi) 50,0 60.0 70.4a 80.0 ' 720 Moorefield Park Drive, I Hydrant 10 Toilet 1 Wal Hyd a t . _ . _ _- _ _ �� _ -- - Shouter 1 Toilet 10 AWVMtACt2t3CalcUla#lon(gpm) 2953 AWWAQ2€YCaleUlation(gpm) 1ia6 ii Pitot Chart Flow Available at Residual Pressure 31 Pitot Chart FlowAvailahleatResidualPressure Suite 301 Sink 2 Lavatory10 _ (Value of zero indicates insufficient pres5uee drop foi't;alculation) (Value of zero Indicates In%efficlemptussure drop for Ca IY91Iif!'ii3iti 32 33 34 P 9Pm psi gpm psi gpm psi 9Prn PSE 91m 1 140 2E 740 55 1637 76 0 20 1954 2 198 29 753 5$ 304@ 74 323 7$ 19$2 - 32 33 34 Psi 9pe+ Psi 1 140 2a 2 998 29 gpm psi gpm psi gl- Pse 740 5,5 1037 74 0 18 7G:1 50 7046 a2 787 to gpm 1129 11:,4) ph: 804 323 0656 Shower 6 Comments Comments 35 36 3 242 30 756 57 1056 72 570 16- - --2028 4 280 31 770 50 1065 70 595 14 2085 35 36 - 3 - 242 30 4 280 31 lea 51 - 1656 70 - - 27'r. 1:4 379 58 1W5 60 ;�38 12 11f1 1192 fx: 804 272 3916 Water Meter #2 Fixture Table Water Fountain 4 -- --- 37 -30 5 313 32 791 513 074 5a 083 12 21( 6 343 33 _ 0"03 Fro IM 66 - 777 10 - 2135 37 3a 5 313 32 - 6 - 343 33 7D1 59 307'4 56 295 10 8C3 00 1093 64 445 - 8- 1213 1233 -_- Toilet 1 Janitor Sink 2 Non-AWWA configured test based upon customer request Hydrant Was fully open 39 7 370 34 81 ri _ dt 1092 X54 135? 8 2170 39 7 _ 376 33 Bis el !482 S2 X991 6 12;,3 MEP Shower 1 ice Machine 1 4D 41 8 395 35 827 62 1101 02 924 F3dil4 0 410 38 8.;9 r:3 1110 90 993 4 2230 4D 47 8 385 35 9 419 36 821 52 170! til] 534 4 839 63 1110 58 -574 2 1273 1273 LU +SMITH Sink 2 Dishwasher 3 For method of Calculating pilot flow with a ditfusei; see aq. ia. WafSkf and 165&5 artkte 19041mnrnal IvBanagemrnt and S3peraiiaris Aiidw<VA '. For rnelhod o€caltutathxg pito« flow with a diffuser- eq. ID, Walsid and Lutes article 19901nurnal P,4ana,gement and Operations AE'JWA ''. ,42 43 :f4 10 442 37 a51 GS 1119 58 9659 2 2272 7 S 464 30 8E2 -50 7127 56 9121- 0 - - 23Ci5 12 4ai 39 079 PA 1135 5'1 1180 - - - -- - - - 42 43 44 10 ,442 37 11 -- 364 - 30 12 484 39 851 &1 1119 56 _ 5.15 0 862 115 - 1127 54 - 647 -- - 473 67+ 91336 v7, 6E1 1312 - -- 1108 Allecingie Parkway Refrigerator 3 (Alt Celts conducted 4,sing 2.8 rllssttarge outlet unress otherwise Speclfhidf �. (Att tests conducted using 2,5 dlscharge outlet unless otherwise specifiad) 45 13 50't 46 884 W 1145 - 52 - - 1237 - - - 45 13 - - - 504 40 - 8P:4 - - 67 - - -1145 50 114 - Water Meter #3 Fixture Table ,;,. -, we+•�. `_- �. 45 41 a 14 523 41 3&5 e8 1153 59 4291 15 542 42 904 69 1161 48 1344 1e 559 43 917 70 1170 45 5395 -- .46 41 48 14 523 41 15 542 42 15- 559 43 89.5 6a 1153 48 146 906 59 1181 <6 776 '917 70 1170 - 44 - 8?06 Richmond, VA 23235 Toilet 3 _.G ".' -. Signature of Tester: ^ Signature Of Tester: 49 17 577 .,9 924 71 1178 44 loos - 9 l7 577 4.5 928 71 1170 .92 6�1 ph: 804-423-6444 Shower 3 '.. 80 51 a`2 18 593 46 9311 12 1186 42 1483 19 4e 46 948 73 1155 40 8536 - 20 6`25 47 939 7, 1203 38 1555 50 51 52 18 593 45 19 1309 46 20 625 47 9;38 72 1186 40 862 948 73 11955 38 E09 959 74 1203 30 915 - fx: 804-423-6445 Sink 4 53 54 21 641 40 955 75 1211 36 10:9 22 851 49 070 7e 1219 3<1 5073 53 54 29 - -041 -40 22 656 49 -:1fi9 7'5 1211 34 04« _ 979 76 1219 32 506 - -- 55 50 - 23 VI 56 985 71 - 1227 - 32 ,77r: - --. - - 24 085 51 9.39 76 1235 30 1757 55 50 23 871 -50 - 24 685 51 - -0a9 77 12'27 30 5147 - .999 70. 1235 2.8 1015 - - landscape Design' ' As previously mentioned, two hydrants were flow tested for residual pressure and available flow. Based 57 50 25 655 52 1008 70 1243 28 179E 26 713 53 1x18 a0 1258 -- ?.fi 183E 57 5a 25 Ess 52 2$ 743 53 7008 77 1243 20 1636 101$ 00 7253 24 - 7062 - AECOM ChaClOtt@SVM@ on the residual pressures, a simulated pump curve for each flow test (see attached) was developed and 59 2T 727 5%. 1028 al 1258 24 iH77 - - 59 27 727 64: 1028 87 120`0 22 1604 - - input into the model. An instantaneous fire flow analysis was performed assuming a minimum of 20 psi sr, 28 740 55 1037 82 1266 2 1@1 s 2a 740 55 1037 82 1266 20 1907 was required. The modeled, instantaneous, available fire flow available at the end of the proposed 455 Second Street SE waterline extension (Node J-19) based on the two hydrant flow tests are: Suite 100 • Hydrant 10143: 1,017 gpm at 21 psi Charlottesville, VA 22902 • Hydrant 12579: 821 gpm at 21 psi ph: (703) 682-4965 01 Dewberry MEMORANDUM. ?''a; h - . v t;,;^ "'i •'^'r'., .`' EY PLA curve below displays the modeled available fire flow at any given pressure assuming that J-19 is at elevation 575 feet. The curves are displayed based on the flow test from hydrant 10143 and hydrant 12579, respectively. .,. „�I'¢?-1141 �6 ! Service - `-, % ` �' '' - ..�_... C "`7 �. Legend' wHydrante�v��eV��■ lnSeniice, Ownership - XNDtInSevice,ASACwed - „1Q14The Legend wfiydrant ^ y / / e'y hFService, 5�wn�arsillp ,�f NotCS n `:a in Service Owned ATTACHMENT C - WATERCAD MODEL MAP } A b„ f C\ C 1 f .�ptt Available Fit F�3N H_ ] $i .. - - - - - - - - - - - tom, x r �,:r,a..stlrrt - - w, ^` ;�i ;3 -1 ,'^.r -'• ' .,., ,•... T 'r} Not In Semite, Private Ownership Irl `service, Pirvate, Ownet6tili4' t° in ucaAiva 1 'Y.•� - e wIt¢ V N Sart , Private Ownership , p �('1 ,: if. !.. _�,.• a r :. ,r Y `` * in Service Private Clwneislifp f z , Be i r 1 IC '1 Al , Sa 2 -,, ,r' ¢r,., / , F, 4y rA� ': `e %• 4.. 4 In. Service; fiCSA Owned 1 wMain,y r f`j r-, . S$ Ira.Seivice,ACSAOwned g wMaln bu ; �.� _. F _., ,: _. ' i Pressure Hydrant ownership Acsr, Private ownership - R ti ownership +N ;, '. --ncsA a x �a72 Private ownership S fir;,, z©o7 a' Contours SEE CO 05 FOR ENLARGEMENT 40 � . x17 .�.__- .._ _, .._ _ - -. -.._ _. -. j _ 01143�r< 1111, ., .,.,�••� _. ._. , .... � ',.,. r4 .'x., �•- V a :.: � « ;� r �ti`4 't l=: - S EAL ;40 LT ;. n _ 7 AyS �! Scenario: Fire Flow d Study i :i. i7 _._ .. ._____"-, �___.-_..__ I 3 201) 40 3 600 860 € r000 3100 11gU :;Y !k: � 1 f � ,:!`- .'r 'J r, ,. 4 7 .._ I , _ ' � r r ,;' , li' 'e L. .'x,::' � -; 6 t. �I a �.°� � � i � J f i '� �,. ° � - I�el �' - � � �'i�'�IN fvi � ELVR How .11 1n� � '7^z[ -i;'P ----Hydr3nt'125,1 ---Hydrant 0, / = ,r,� f t •,4 r � fl. 6 t' F I � i 1 lit i `, �t� . { ;! �.'',T _ . F l pp j �, • N 46-}6 ° r-'-1 "'4 �� r.. y `o - '✓ J ti e � / ra � F• � �. i Ff Attachments: 1.Attachment A- ACSA Hydrant Flow Test Report, June 3, 2015 s d 1 Pressure Hydrant _.. `f I, 11 7/ , i r _ - 1 REVISIONS " ".,,, 11, _ ,'v� 1 NUMBER DATE DESCRIPTION - 2. Attachment B - Hydrant Flow Test Simulated Pump Curve _ � r, 122- , 1- ty -,_n� ~--''` �'� '--, .. F , ;, i i t �`�`. .. °""` _., � - i 41 , �' 1 03/31/17 100%Documents 3.Attachment C - WaterCAD Model Map %11'� J1 29 (Golf Bldg) v I• Orr . 1' t ° u i + - J - H'I'D -1 01J-18 y 1 Flow Hydrant - S{ -14 4. � 5- �'� y . :y f a, J-11 1 `� � t •: �, ', 556 ,: � t _,_:' t I � _.,,' -- �l ^ l a t 7` �- 1 2 - a 1 r i 1, Cr�ICrr Coding Legend - 31 (Mtr #'3) / n �,9 [g Flow dr t C j 4 Hydrant s'�o i' ,{ � � "a".,.. DI8Ci.AIMER' f / r," 287 ' `' 1 s utilities, .airuelures, Jet ![res'4,.and all apPutiegrartcesinckicafedonthis .9: -. -'u.. ,."--,• .... t - - .°.. .. / .?' "�,. jy,'.. ora intortded for general layout and reference location only: This printout s 40 r, y;,. is not finerided for any other. use than kir prolitninary plannlilg and general ... 4 - 1 i, ` Iyy _ ,. , i ",. f .: } ``, � i ...._...,_ .-.-1.._, 4_a_.... '\. "r.fi r+ f' �; rifSct,AEMefF -....1.. :., .., am ii h sled forps, lel Wnis;, arniail appurtenances indicated an oafs map, --. �'„ ,� ,._` r -'--...,.,. -�. ""'i 't. _ am Intended far anerat layout ani! tefereiice IoCaikxrt only, this prig;out.--y^,.. ✓ •-'.. ' Is not intended far any other use than for'profirnmary planning and general �.. _ _ s to (aa "-..,._. _, „ .. "-._.. .' . - .. e,'.'_ -..., lopation purposes. 'Fla ufslil ii slew an thi a are I"e - P !Pp n s m P s be r_ vee Jv� 1 J -4. -r r"y 1'I Diarneter in e: _: __:, - 6.0 _ . �- `� -,,.1 ItJ I L r TT ' Iccatiori pu(poges rite ulr.at?ea Ahawn an this map ars 118heved. tQ he , < „ accurate, however, utility improvements SgSteip µ 9 ' '{, ._. 4 . . �,,': �,~:nf-. i CCU 1 '.F -. .. �. '.. .. _,,.✓'- a raiA7, t eWO. ar, 4't+y'fIt Uidlt'y Pmpf4Ytw''frtenix Arid/at S'f$lei l.Cha1. S `'M1. 'k= - 27 J 2+ } recent andior ChanBQi$- may have Imen updated in out mapping pincc fha trona of tf i prhalcat: 120 60 .. - - a-. 0 120 Feet = n ay t av 3 been updated in q6i mapping ina� the in a of thte printout. 140 71.1 0 140 Feet- C:onIPAACSAdir74ctly for apniorio utility tocarcna_ Other PROJECT NUMBER _._..,____._..- ...w._� Contac#ACSA directly for sp"ift� trfhty Cocatiorrs, , a , Redac tmagory 02907 Govt mon'wephii of vinilnia - - 7' ." r -.: Aerial diagery 0.2007 Convren5vealth of Virginia -.. - Parcel hlfirmalian RtaRorl.y M '�Pi?ntY otAfl>da7ar€e .."- [ I'- '�% j� 1 I - 1 2 1408 Parcel lnfarmaIIpri property of County afAibemsnte ,--� ' -.,-r '. „ �r ,- -...„ _,,} .r 1111 -F rip e. -.,..,-r.. ., - t L+ Memorandum j 2 of 2 DATE March 31, 2017 SHEET TITLE FIRE FLOW HYDRAULIC MODEL SHEET NUMBER C6v07 ily GOLF FACILITY RENDERING 01 GOLF FACILITY RENDERING 02 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804.290.7957 fx: 804.290.7928 STRIIRT IRAI UMVVII <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 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 E REVISIONS NUMBER DATE 1 03/3vn PROJECT NUMBER 1408 DESCRIPTION 100% Documents DATE March 31, 2017 SHEET TITLE ARCHITECTURAL RENDERINGS SHEET NUMBER A1.01 KEY PLAN _P $ Ay l SEE 00.05 FOR ENLARGEMENT E REVISIONS NUMBER DATE 1 03/3vn PROJECT NUMBER 1408 DESCRIPTION 100% Documents DATE March 31, 2017 SHEET TITLE ARCHITECTURAL RENDERINGS SHEET NUMBER A1.01 I L I im- PI A 1 0 J I 0 II 11-01, MIN. 4 LIGHT FIXTURE, REFER TO DRAWINGS PAINTED STEEL HANDRAIL PROFILED WITH TONGUE ENDS, FOR TYPE AND LOCATIONS WITH 1.5" SQ. POSTS 3'-10" O.C. MAX BLUESTONE TREAD, THERMAL ANCHORING PER MANUFACTURER'S FINISH 3/8" MORTAR JOINTS @ COPING RECOMMENDATIONS 3/4" MORTAR JOINTS eo: 9 CHEEK WALL BEYOND 414 West Franklin Street 1/2" PREMOLDED EXP. JT. WITH Richmond, Virginia 23220 ph: 804-344-4405 SEALANT OVER BACKER ROD, 1Y2" 1/2" PREMOLDED TYP. EXPANSION JOINT fx: 804-344-4406 STONE PAVERS FLUSH ADJACENT PAVING, REFER PLAN STONE VENEER, TYPE. 1 MINIMUM EQ EQ 1 1.011 41 ...... . . . . . . . . . . . . . ... PROJECT TITLE FLUSH 3/8" GROUT JOINT; TYP. FACE SIZE 1 SQ\I UVA GOLF ('> FINISH GRADEINDOOR /' I PRACTICE 3/4" LATEX MORTAR SETTING BED. --j FACILITY FULL DEPTH 1/2" EXPANSION JOINT �' . :.._f s > >�; ` r `I -- I L W/SMOOTH STEEL DOWEL (1/2" DIA, x i i _- olo i �' 18" LENGTH) @ 24"O.C. PLASTIC .' '.: ..: < :. ; ��-; _�: , I I CONSULTANTS SLEEVE AT ONE END), COMPACTED 7 7`7 7 -=;4777- ' 7 j,`77_� �7�,�,7 1" 1611 --1 AGGREGATE BASE "i, i'q All T, DEWBERRY 14207 POND 5" COMPACTED CHASE PLA Ar� -A 4" CONCRETE SLAB WITH 6"X6" #10 X #10 EWWM. 2 L -I- --d SUBGRADE MIDLOTHIAN VA 23113 -1 di III ph: 804.938.8864 IIIIIc 1" "_j 1 H COMPACTED AGGREGATE BASE 7_ fx: 413.826.3804 < COMPACT SUBGRADE, 9111111IIII&L 1! i --l-, I 1� -A 1! CONCRETE FOOTING, DIAMETER DMWP&V A AND REINFORCING PER i I! 720 Moorefield Park Drive, \tea' I MANUFACTURE �F -F-i-T :7- 1 I ----F `r ;� %` I : -Y REINFORCED CONCRETE FOOTING Suite 301 _ - ph: 804 323 0656 ELECTRICAL CONDUIT, REFER ELECTRICAL I i IF-, - 111 11TI- fx: 804 272 3916 LU + SMITH 11508 Allecing ie Parkway jl Richmond, VA 23235 LIGHT POLE BASE STONE STEPS SECTION ph: 804-423-6444 STONE PAVING (2'� fx: 804-423-6445 iIIffV1 SCALE 1/8 1 1-011 1\'LIO�4 SCALE 1/8" V-0" 04J SCALE 1/16" V-0"II I ImpgaineDesion AEGUM 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 II III III ph: (703) 682-4965 li i III, Illi FLUSH JOINT ON TOP OF WALL jl III' I 6" LARGE FIELDSTONE VENEER WITH MORTAR JOINTS NO -ad LESS THAN)/4" OR GREATER THAN 111 WIDE, RAKE JOINTS MIN. 1' DEEP, EXCEPT FLUSH ON TOP OF WALL. REFER ELEVATION FOR STONE FACE SEAL d' 4N�CIL�,-fj LAWN LA - --------- . ......... IV - J_ " 2 DIA. WEEPHOLE @8' O.C. HOLD 1" FROM FACE OF STONE VENEER LU V REVISIONS -_JJst —A J POUR IN PLACE CONCRETE FOUNDATION )J Al NUMBER DATE BESCRIFFION a� � li ��is III, SITE PLAN I I, _. �5� _ ,. Y� . ,��. �„ �� ,; 5~a MIN. 4 #57 GRAVEL, INCREASE y V l JTHICKNESS AS REQUIRED BY 4 _. GEOTECHNICAL FOR LOCAL CONDITIONS Aj 5 - ELEVATION UNCOURSED FIELD STONE VENEER PROJECT NUMBER 1408IJ I'IIrII 4-) STONE WALL SECTION STONEWALL ELEVATION 04J SCALE 1" 1'-0" 04J SCALE 1/16" T -O" DATE ''i IIIII March 30, 2017 SHEET TITLE I, III SITE DETAILS 1 SHEET NUMBER A - --------- ------ ff Ll.04 LE\I is 0- 7 PLAN ® �a Q Q 0 0 3" OR LARGER CALIPER TREE TREE SUPPORT SYSTEM (3) GUYING STAKES WITH HOS Q AND TWO STRANDS OF 12 GAUGE GALVANIZED WIRE 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 REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE 7111! pi JL FINISH GRADE STAKE MINIMUM 8" BEYOND EXCAVATION IN UNDISTURBED SOIL 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. TREES- GUYING 2" MULCH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. FINISH GRADE 2 L1.05 r I, � 1111=1IfJ �,lll III -Ili - TREES- ON SLOPE FOR SLOPES 5:1 OR GREATER 1/2 ROOT BALL (BOTH SIDES) J ' J I M I � o 'o o' X ROOT BALL / PLAN LIMIT OF EXCAVATION _ NOTE: ^I 1- REFER TO TREE PLANTING DETAIL - I - STAKING OR TREE PLANTING DETAIL - GUYING FOR PLANTING REQUIREMENTS. ,r µ x I` t f r -LA NTING S MIX CONTINUO SOIL CO NUOUS n I. .e -i I f-iI THROUGHOUT OUGHOUT PLANTING BEDD _ _ _ I F NOTE: INSTALL PLANTS EQUAL DISTANCE APART UNLESS OTHERWISE NOTED ON PLANS. PERENNIALS 6 L1.05 GROUND COVERS SET PLANTS IN STAGGERED ROWS AT SPECIFIED SPACING UNLESS OTHERWISE INDICATED ON PLANS 2" MULCH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. PLANTING SOIL MIX PLANTING BED CONTINUOUS BETWEEN PLANTS 2" MULCH - FORM INTO SAUCER AROUND EACH PLANT PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED IN F FINISH GRADE PLANT SPACING "D" ROW "A" 6" O.C. 5" O.C. 8" O.C. 7" O.C. 10" O.C. 9" O.C. 12" O.C. 10" O.C. 15" O.C. 13" O.C. 18" O.C. 16" O.C. 24" O.C. 20" O.C. 36" O.C. 26" O.C. PLANT SPACING PLANT, TYP. NOTE: INSTALL PLANTS WITH TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLANS PLANTING SOIL MIX 2" MULCH CONTINUOUS PROVIDE 2"-3" SAUCER NOTE: POCKET PLANT ON SLOPES GREATER THAN 3:1 SHRUBS- ON SLOPE PIKIIQW rDAM: 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE I' UVA GOLF INDOOR PRACTICE FACILITY CONSULTANTS ' IYIL DEWBERRY 14207 POND CHASE PLACE MIDLOTHIAN VA 23113 ph: 804.938.8864 fx: 413.826.3804 720 Moorefield oore eld Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 COM 3101 Wilson Boulevard Suite 900 Arlington, VA 22201 ph: (703) 682-4965 SEAL REVISIONS NUMBER DATE DESCRIPTION SITE PLAN PROJECT NUMBER 1408 March 30, 2017 SHEET TITLE PLANTING DETAILS SHEET NUMBER L1.05 L r 0.0 0.0 •A 0.0 /0.0 f 0.0 0.9 0.0 0.9 b.o b.g o.o :b -o b.o VC f`1 .0 b.9 o.a 0 VO o.o ` 0-00:o o.o o y r � 0.0 .0 0.0 /0.0 0. ,b r r b.o b.au a' 0.0 0.1 ' ; b-1 t oA b.ry b.a , b.o 0.a 1ir 0.1 i b.o I`o.a o.o r o.o ' .n 1 rb:1 • r 0.0 0.0 / 0.0 A.9 b.0 0fo o.o 0(0 � 0.0 b.0 0. �0 0. b,0 b,) 0.0 0.6 0.00.a• Il 0.0 .,0 /"'C .0 , O.0 D.0 b.0 O.Oi"O.a ":0 ! 9.0 0 0.4't 0.0 t / bA b.o o.0 o.n q a o o o o 0.0,1 10.0 o.a b.a 0, b,o 0.0 1 r 0. `„bA b' 9r' /''4.0 `/ ; '..._0.0 b,0 f / f{ b.a Vo /bO b,p b. 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'0.1<rl� 0.1 0.2 0. 0.3 0.3 0.3 0.2 `,0.1 0,1 0.1 0.0 OA 0.0 0.0 bA (� 1 0.1 m O.i 0.1 �i0` "v 03 0.3 +7:2, 0.3 0.2 02 0.1 0.1 0,1 0.0 0.0 0,0 O.p MHj 12 0.1 0,2 !',0.3 Q.3-' b,3 b.2 ".'2 0.1 01 b.1 b.0 OA b0 O.p F. 0.1 b.i - b.1 0.1 0.1 ".2,i 0.2 0.3' 0.3 Z0.2 Y' 0.;r-� &1 0,1 i 0.0 0.o e� 0,1 0.1 0.9 0.1 OJ b.2, 0`.Z'�-_.9.2_�-0.2�2 •0.21 it 0.2 0.1 0.f 0.9 O.a Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC) Description F1lename l 0 11 B SINGLE 2850 1.000 ARCHITECTURAL AREA LIGHTING ALN 440-GR5150A ALN 440 GR5150HPS.IES i Type B Lantern - facsimile for GENIE LIGHTING #82122ACC Custom 821 Series Custom lantern, clear glass, frosted chimney with single 150 A lamp - 28501umens Calculation Summary Label CalcType Units Avg Max Min Avg1Min MaxlMin Site Illuminance Fc 0.06 0.4 0.0 1 N.A, N.A NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL, REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES, 3, SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID, FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. S. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE, 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. A. ANOP 'A °A / It Al '( t C v E 0 U CIO D Revisions M/ Q? CU L V,/ O m� m 16- 414 West Franklin Street Richmond, Virginia 23220 ph: 804-344-4405 fx: 804-344-4406 PROJECT TITLE UVA FOUNDATION GOLF FACILITY CONSULTANTS CIVIL DEWBERRY 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 ph: 804,290.7957 fx: 804.290.7928 STRUCTURAL DMWP&V 720 Moorefield Park Drive, Suite 301 ph: 804 323 0656 fx: 804 272 3916 MEP LU + SMITH 11508 Allecingie Parkway Richmond, VA 23235 ph: 804-423-6444 fx: 804-423-6445 Landscape Design: AECOM Charlottesville 455 Second Street SE Suite 100 Charlottesville, VA 22902 ph: (703) 682-4965 KEY PLAN SEE 00.05 FOR SEAL REVISIONS NUMBER DATE DESCRIPTION 1 03/31/17 100% Documents PROJECT NUMBER 1408 DATE March 31, 2017 SHEET TITLE ELECTRICAL SITE PLAN SHEET NUMBER E1.01