HomeMy WebLinkAboutSDP201900023 Plan - Other (not approved) 2019-07-22Sheet List TableSheet NumberSheet TitleC0.0COVERC1.0NOTES & DETAILSC1.1NOTES & DETAILSC1.2NOTES & DETAILSC1.3NOTES & DETAILSC2.0EXISTING CONDITIONSC2.1DEMOLITION PLANC3.0EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.1EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.2EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.3EROSION & SEDIMENT CONTROL PLAN PHASE 1C3.4EROSION & SEDIMENT CONTROL PLAN PHASE 2C3.5EROSION & SEDIMENT CONTROL PLAN PHASE 3C4.0OVERALL PLANC4.1LAYOUT & UTILITIES PLANC4.2LAYOUT & UTILITIES PLANC5.0GRADING & DRAINAGE PLANC5.1GRADING & DRAINAGE PLANC5.2GRADING SHOT SPOTS PLANC5.3GRADING SHOT SPOTS PLANC6.0STORMWATER SUMMARY PLANC6.1STORMWATER INLET & PIPE CALCULATIONSC6.2STORMWATER MANAGEMENT PLANC6.3STORMWATER MANAGEMENT FACILITIES EASEMENT PLANC7.0SANITARY SEWER PROFILESC7.1WATERLINE PROFILESC7.2STORM PROFILESC7.3STORM PROFILESL1.0OVERALL LANDSCAPE & MITIGATION PLANL2.0LANDSCAPE PLANL2.1LANDSCAPE PLANL3.0LANDSCAPE NOTES AND DETAILSCOUNTY OF ALBEMARLE, VIRGINIAUVA ENCOMPASS HEALTH REHABILITATION HOSPITAL5/6/2019VICINITY MAP1"=2000'NAD83
DEVELOPER:ENCOMPASS HEALTH3600 GRANDVIEW PARKWAY, SUITE 200BIRMINGHAM, AL 35243CONTACT: ELIZABETH MANNTELEPHONE: (205) 970-7850OWNER:UNIVERSITY OF VIRGINIA FOUNDATIONP.O. BOX 400218CHARLOTTESVILLE, VA 22904CONTACT: TODD MARSHALLTELEPHONE: (434) 924-2569ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVE. SUITE 200CHARLOTTESVILLE, VA 22903CONTACT: JOHN HASH, P.E.TELEPHONE: (434) 327-1691SITELOCATIONN.A.C0.0COVER Z. DAHLA. ALLISONJ. HASH# OF SHEETS = 32INITIAL SITE PLAN SUBMISSIONJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C0-COVR.dwg | Plotted on 7/19/2019 4:24 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTSSIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENTPLANNING & ZONINGENGINEERINGINSPECTIONSARCHITECTURAL REVIEW BOARDDEPARTMENT OF FIRE AND RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENTSDP201900023RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS)PROJECT NAMEMICROAIRE (164 EDLICH DR)MOTION CONTROL ( 4040 LEWIS & CLARK DR)PRA (4105 LEWIS & CLARK DR)TOWN CENTER ONEBIOTAGE ( 1725 DISCOVERY DR)ETC ( 1670 DISCOVERY DR)TOWN CENTER TWOTOWN CENTER THREETOWN CENTER FOURENCOMPASSTOTALYEAR1995199619982000200220022006200820162019ACREAGE4.94.06.04.77.12.64.34.76.88.954.1APPROVEDBUILDINGS (SF)46,88930,46280,00069,90050,00042,38883,66689,814108,56871,848673,535TOTAL BUILDINGCONSTRUCTED (SF)46,44530,45080,38870,97450,65641,77882,06885,392488,151CAPACITYDEVELOPED/ SOLDTOTAL REMAININGACREAGE307.054.1252.9APPROVED GSF3,700,000673,5353,026,465DEV. GSF3,700,000488,1513,211,849SITE DATA:TAX MAP PARCEL: 03200-00-00-01800UNIVERSITY OF VIRGINIA FOUNDATIONZONING - PLANNED DEVELOPMENT INDUSTRIAL PARKDB 2712 PG 32503200-00-00-018B0UNIVERSITY OF VIRGINIA FOUNDATIONZONING - PLANNED DEVELOPMENT INDUSTRIAL PARKDB 0 PG 0PARCEL AREA: 25.92 ACADJACENT PARCELS:03200-00-00-01700GOLD LEAF LAND TRUST NO 3, WENDELLZONING - LIGHT INDUSTRYDB 1745 PG 69603200-00-00-018A0UNIVERSITY OF VIRGINIA FOUNDATIONZONING - PLANNED DEVELOPMENT INDUSTRIAL PARKDB 2712 PG 32503200-00-00-006ROUNIVERSITY OF VIRGINIA FOUNDATIONZONING - PLANNED DEVELOPMENT INDUSTRIAL PARKDB 4957 PG 692LIMITS OF DISTURBANCE: 6.52 ACRESZONING: PD-IP (Cat. I or II)PROFFERS: ZMA2005-3OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC)., AIRPORT IMPACT AREA (AIA)MAGISTERIAL DISTRICT: RIOSOURCE OF BOUNDARY AND TOPOGRAPHY:TIMMONS GROUP28 IMPERIAL DRIVESTAUNTON, VA 24401TELEPHONE: 540-885-0920CONTACT: PAUL HUBER, L.S.PAUL.HUBER@TIMMONS.COMSURVEY CONDUCTED: MARCH 2019DATUM:HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTHVERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS:LOOP ROAD: 10 FT MINIMUM30 FT MAXIMUMSIDE & REAR: 20 FTPROVIDED BUILDING SETBACKS:LOOP ROAD: 20.57 FTSIDE & REAR: 88.77 FT (SIDE), 206.81(REAR)BUILDING HEIGHT:28' (MAX - BOTTOM OF PARAPET ALONG THE MAIN ENTRY)32' (TOP OF PARAPET ALONG THE MAIN ENTRY)19.5' (AVERAGE)BUILDING SQUARE FOOTAGE: 71,848 SFPROPOSED USE: PUBLIC USE: HOSPITAL TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.51 ACRESKNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION.WETLAND IMPACTS: WETLAND IMPACTS TO BE PERMITTED BY LAND OWNERUTILITIES: ACSADRAINAGE DISTRICT: NORTH FORK RIVANNA RIVERPARKING REQUIRED (PER HOSPITAL):(70+10 FUTURE) BEDS = 2 SPACE/BED = 160 SPACES20% OF SPACES TO BE ADA ACCESSIBLE = 32 SPACESTOTAL SPACES REQUIRED = 160TOTAL PARKING PROVIDED: 128 REGUALR SPACES32 ADA ACCESSIBLE (10 VAN)TOTAL PROVIDED SPACES = 160 SPACESSPECIAL FLOOD HAZARD AREA INFORMATION:SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)YES [ ]NO [ X ]TRIP GENERATION INFORMATION:80-BED HOSPITAL USING ITE LAND USE CODE 610, ITE TRIP GENERATION MANUAL 10TH EDITIONDAILY TRIPS: 1,786AM PEAK HOURS: 147 TRIPS (106 ENTER, 41 EXIT)PM PEAK HOURS: 151 TRIPS (42 ENTER, 109 EXIT)UTILITY DEMANDS:WATER FLOW (AVERAGE DAILY DEMAND)ESTIMATED TOTAL DEMAND = 14,000 GPDAVERAGE DAILY DEMAND = 14,000 GPDAVERAGE HOURLY DEMAND = 14,000 GPD / 24 HOURS = 583.33 GPHMAXIMUM HOURLY DEMAND = 583.33 GPH X 300% = 1,750 GPHPEAK HOURLY DEMAND = 1,750 X 150% = 2,625 GPH2,625 GPH / 60 MIN = 43.75 GPMSEWER FLOW (AVERAGE DAILY FLOW)ESTIMATE TOTAL = 14,000 GPD
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C1-NTDT.dwg | Plotted on 7/19/2019 4:25 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
N.A.C1.0NOTES & DETAILS GENERAL NOTES1.CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY.THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTSSHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OFTRANSPORTATION'S SPECIFICATIONS AND STANDARDS.3.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THEPLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TOBEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTINGCURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTIONPURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOWPLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED INACCORDANCE WITH SPECIFICATIONS.7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOTSTANDARDS AND SPECIFICATIONS.9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILSFOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BERESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANYTHE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THEENGINEER.13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OFCONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENTFROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWNON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THERELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICETRUNK LINES. (N/A)15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BECOMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIREADDITIONAL FACILITIES AS DEEMED NECESSARY .17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIREDFIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'SREPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THESURFACE COURSE(S).18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATEFORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE ANDPERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THESURFACE COURSE(S).21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALLPAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TOCONDITIONING OF THE SUBGRADE.23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALSAND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS APREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOTMAINTAINED RIGHT OF WAY. (N/A)25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A)26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERESHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THESTANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FORREVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ONSTATE ROADS.29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGEPLACED AT THE END OF THE DAY33.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTINGROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWNMAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THEREQUIREMENTS OF THE PERMIT SHALL GOVERN.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSIONCONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1OR BETTER ARE TO BE ACHIEVED.6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTIONINDUSTRY (29 CFR PART 1926).BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENTDURING CONSTRUCTION OF DAMS.2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENTFACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROMTHE COUNTY EROSION CONTROL INSPECTOR.GENERAL CONSTRUCTION NOTES FOR EROSION ANDSEDIMENT CONTROL1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THEPRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LANDDISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ANDSEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION ANDSEDIMENT CONTROL REGULATIONS.3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THEFIRST STEP IN CLEARING.4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONTHE SITE AT ALL TIMES.5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THECONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FORREVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROLMEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THEPLAN APPROVING AUTHORITY.7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALLTIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION IS ACHIEVED.8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERINGDEVICE.9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY ANDAFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TOMAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY.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 BEINERT 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 PERZONING ORDINANCE SECTION 5.1.28.13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THECODE OF ALBEMARLE.14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BELIMITED TO THE HOURS OF 7:00AM TO 9:00PM.15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINSLATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TOADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREETBECAUSE OF SLIDES, SINKING, OR COLLAPSE.16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TOPERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSIONCONTROL 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 BEAT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OFANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OFANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TOBE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTYEROSION CONTROL INSPECTOR.18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, ANDMULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BEAPPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROLINSPECTOR.19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALLEVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIREDIMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME ISFILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TOACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECTSEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TOAPPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THEDATE 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 PROTECTIONORDINANCE SECTION 17-207B)+ 240.5200200ROADSLEGENDSTORM PIPE & STRUCTURE NO.DROP INLET & STRUCTURE NO.CURBCURB & GUTTERDRY CURB & GUTTERPROPOSED PAVEMENTPAVED DITCHJUTE MESH DITCHCENTERLINE OF DITCHBENCH MARKCLEARING LIMITSVDOT STANDARD STOP SIGNEXISTING CONTOURPROPOSED CONTOUREXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING SANITARY SEWERSEWERTRAFFIC STOP BAREXISTING WATER LINEPROPOSED WATER LINEPROPOSED VALVEPROPOSED TAPPING SLEEVEPROPOSED FIRE HYDRANT (COMPLETE)WATERTC = TOP OF CURBBC = BACK OF CURBEP = EDGE OF PAVEMENTTW = TOP OF WALLBW = BOTTOM OF WALLTS = TOP OF STAIRSBS = BOTTOM OF STAIRSN/A = NOT APPLICABLE TO THIS PROJECTGRADINGR-1100100TC 240.5PARKING COUNT1SSPROPOSED SANITARY SEWERSAN1PROPOSED SANITARY SEWER LABELPRESERVED AND MANAGED SLOPESJUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSAOFFICIALS AT THE START OF THE WORK.2.THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACEABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLESFOR THE PURPOSE OF IMAGERY COLLECTION.3.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOTNECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELYCORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUNDLINES AND STRUCTURES, AS NECESSARY.4.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THEGENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.5.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY(1-800-552-7001).7.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OFCOVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDESALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.8.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDEDITCHES.9.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THEVALVE DURING A FUTURE EXTENSION OF THE LINE.10.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATIONREGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDSTHE SAFE DRINKING WATER ACT).12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THESEWER LATERAL STUB-OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFYCOUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB-OUTSHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTIONSHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.13.THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUALINSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THECOUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN“OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.14.THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTIONAND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BEWITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALLOCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THECONTRACTOR.15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTILAPPROVAL IS GIVEN BY THE ACSA.
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C1-NTDT.dwg | Plotted on 7/19/2019 4:25 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
N.A.C1.1NOTES & DETAILS REGULAR SPACEHANDICAP SPACES2% MAX.CONCRETE BUMPER BLOCKANCHOR WITH 5/8" REBARIMBEDDED 24" IN GROUNDHANDICAP SIGNLOCATION (VAN)HANDICAP SIGNLOCATION (TYP.)EOPFACE OFCURBPAINTEDPERVDOTSPEC.18'9'8'8'8'5'8'4"PAINTEDSTRIPE(TYPICAL)4"VANACCESSIBLETYPICALACCESSIBLENo ScaleTYPICAL PARKING SPACE DETAILS18'No ScalePARKING SIGNS FOR THE DISABLEDSPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FORPHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKINGSPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALLBE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.VA. SIGN FOR THE DISABLED ON 0.80 GAUGEALUMINUM. COLORS: GREEN BORDER &LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,WHITE BACKGROUND.6' ABOVEFINISHEDGRADE6' ABOVEFINISHEDGRADEDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANSNo ScaleHEAVY DUTY ASPHALT PAVEMENT SECTION3.5" INTERMEDIATE BASE COURSE - BM25.0A8" TYPE 21-B AGGREGATE SUBBASE COURSE1.5" ASPHALTIC CONCRETE SURFACECOMPACTED SUBGRADECOURSE - SM-9.5ASUBBASESURFACEBASE18"4"TOP OF CURBR=2"CONTINUE 21B STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBVDOT A-3 CONCRETEVDOT STANDARD CG-2 CURBNo Scale1":1'7"CONC CURB AND GUTTER CLASS 3A,(f'c=3,000 PSI) CONCRETE4" MIN.COMPACTEDSUBGRADE13"4"6"2" R6"6"2'-0"No ScaleVDOT STANDARD CG-6 CURB & GUTTER CONTINUE 21B STONEBASE FROM ADJACENTPAVEMENT SECTIONUNDER CURBNo ScaleLIGHT DUTY ASPHALT PAVEMENT SECTIONDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS2'' ASPHALT SURFACE COURSE8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)No ScaleHEAVY DUTY CONCRETE SECTIONDENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS6" TYPE 21-B STONE COVER7" 4,000 PSI AIR ENTRAINED PORTLANDCEMENT CONCRETECOMPACTED SUBGRADE (CBR 11.2)WWF 6x6 W2.9xW2.9NON-SLIP BROOM FINISH2"EXPANSION JOINT WITHPREMOLDED EXPANSIONFILLER, "ZIP STRIP" OREQUIV., SEAL WITHSILICONE SEALANT1/4" SEALANTSUBBASESURFACEBASE12"TOP OF CURBCONTINUE 21B STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBVDOT A-3 CONCRETEFLUSH CURBNo Scale6"NOTE:SIDEWALKS SHALL BE CONSTRUCTED INACCORDANCE WITH VDOT STANDARDS.DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANSNON-SLIP BROOM FINISHVARIABLE WIDTH'MAX. CROSS SLOPE 2%COMPACTED SUBGRADE4" 3,000 PSI AIR-ENTRAINEDCONCRETE4" TYPE 21B STONE COVERNo ScaleCONCRETE SIDEWALK PAVEMENT SECTIONANCHOR WITH 58" REBARIMBEDDED 24" IN GROUND;2 PER WHEEL STOP7-1/2"5"6' LENGTH 0.5' FROMEP OF FACEOF CURBPRECAST CONCRETE WHEEL STOPNo Scale3" CONCRETE COLLARCRUSHED STONE BEDDING(NEENAH R-1975 OR EQUIVALENT)METAL INSPECTION FRAME W/ SOLID LID6" DI CLEANOUTOF LINEPLUG AT ENDEXIST GRADECLEANOUT DETAILNo Scale4" DIAMETER STEELPIPE FILLED WITHCONCRETE. BOLLARDSHALL BE PAINTEDYELLOWPAVEMENT2'-0" DIAMETERCONC. FOOTING3.5'4'No ScaleBOLLARD DETAIL STD. U POST GALVANIZEDSIGNPOST TO BEDRIVENNo ScaleSIGN AND POST DETAIL6'2'
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C1-NTDT.dwg | Plotted on 7/19/2019 4:25 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
N.A.C1.2NOTES & DETAILS
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C1-NTDT.dwg | Plotted on 7/19/2019 4:25 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
N.A.ACCOMMODATEWIDEN TRENCH TO9045SECTION 1-1PIPESIZEDEGREEBENDOF0.243.012.502.502.002.252.600.15BEND DIMENSIONSLH(FEET)TVOL.CU.YD.FOR ALL BENDS45°45°HMINTmin REQUIREDBEDDING ASANCHOR IFREQUIRED.45°Tmax'L1111CU.YD.SECTION 2-2TEE AND PLUGSLH(FEET)TVOL.FOR TEE OR WYE FITTINGS45°PLUG45°MINTMINH2PLUG2maxLLmax45°45°CONCRETE THRUST BLOCKSNo Scale2500 P.S.I.CONCRETETHRUST BLOCKNOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.M.J. GATE VALVELINE2'x 2' BEARING AREAWATER42" MIN
PLACE 5' GALVANIZED " WITNESS " POST WITHCAPPED ENDS PAINTED BLUE IN REMOTE AREASAS DIRECTED. MARKER LOCATION MAY BE SUBJECTTO HIGHWAY DEPARTMENT APPROVAL.ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID24" MIN
1'-0"4'-0"FINISHED GRADEGATE VALVE (TYP)No ScaleTYPICAL FIRE HYDRANT ASSEMBLY DETAILNo Scale IT IS NOT ALLOWED IN THE DITCH.4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ( INCLUDING DITCHES )2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.SHALL BE USED AS ADDITIONAL SUPPORTCONCRETE. IF NECESSARY, A STEEL PILETHREADED RODS IN ADDITION TO POURINGTHE VALVE TO THE HYDRANT WITH 2-3/4"A HYDRANT IS LOCATED IN A FILL, ANCHORWHEN THE SOIL IS DISTURBED OR WHEN2500 P.S.I. CONCRETE VALVE BOX.NOTE : STEEL PILEUNDISTURBED STABLEBLOCK AGAINSTBASE AND THRUSTSOIL.OR ASPHALT COATEDRODS SHALL BE GALVANIZEDMAIN IN ALL INSTALLATIONS.3/4" THREADED RODS TO GRAVEL7 CU. FT.OR APPROVED EQUALMUELLER CENTURION (A-423)KENNEDY GUARDIAN (K-81A)36"MINLENGTH OF BRANCH VARIES6' MIN(270°)6" GATEVALVEVALVE BOX18"2' TO 10'NOTE: HYDRANT MUST BEEQUIPPED WITH CHARLOTTES-VILLE THREADS WHICH ISTHE LOCAL STANDARD.5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEPHOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IFREQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BEPLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.C0.0NOTES & DETAILS Z. DAHLA. ALLISONJ. HASH
DTMP# 32-18UNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 2635 PG. 454D.B. 1802 PG. 682TMP# 32-6RUNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 1684 PG. 255WINV. IN 15" RCPELEV.=580.80'INV. OUT 15" RCPELEV.=579.77'INV. OUT 18" RCPELEV.=565.23'SPRING VAULTWIRE FENCEWIRE FENCEWIRE FENCEWIRE FENCEGRAVEL ROAD8' HIGH BRICKWALL 8" WIDESTORM INLET W/GRATE2.5' X 2.5'TOP ELEV.=572.56'INV. OUT=569.16' 18" RCP5705
7
5 57056556
0
5
5
5 55054555
5
5
6
0
565
570575580595590590585580575
575
565570575580585590
580575570ASPHALT PARKING(HOLLYMEADE FIREAND RESCUE)SWMFACILITY/ BMPLONESOME PINE LANEN5°32'39"E 1931.64
'TMP# 32-17GOLD LEAF LAND TRUST NO 3,WENDELLD.B. 1745 PG. 696XXXXXXXXXXXXXX54" CONC. RISERTOP ELEV.=565.85'MHDTOP ELEV.=573.19'INV. CENTER=567.09'FULL OF WATER58058057557056
5
5
6
0 5555
5
0
5
4
5 540575580585590580 575585580575560555550540535570565585580575570565585560
565
545540XXXXXXXXXXXXXXXXXXUFOUFOUFOUFOUFOUFOSTEEP SLOPES(MANAGED)CENTERLINE OF STREAM50' STREAM BUFFER100' STREAM BUFFERSTEEP SLOPES(MANAGED)LOOP ROADWETLANDSWETLANDSWETLANDSWWWWWWWWWWWWWWWWSANSANSANSANSANSAND SINLETOUTLETINLETOUTLET
S
SANSSSSSANSANSANSANSANSAN
SANSANSANSANSANSANSAN5805785825845865885805
7
4
5765785825
8
4 576574576578570572570566568570568572574576578ROAD IMPROVEMENT BYOTHERS. SEE DRAWINGSTITLED "UVA RESEARCHPARK LOOP ROAD"SANITARY SEWER DESIGNBY OTHERS. SEE PLANSTITLED "UVA RESEARCHPARK SEWER EXTENSION"FUTURE PROPOSED SAN.LATERAL FOR FIRESTATION.EXISTING WETLANDS.IMPACTS TO BE PERMITTEDBY UVA FOUNDATION.EXISTING WETLANDS.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C2-EXST.dwg | Plotted on 7/19/2019 4:27 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS0SCALE 1"=30'60'30'NAD 83C2.0EXISTING CONDITIONS 1" = 30'
DTMP# 32-18UNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 2635 PG. 454D.B. 1802 PG. 682TMP# 32-6RUNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 1684 PG. 255WINV. IN 15" RCPELEV.=580.80'INV. OUT 15" RCPELEV.=579.77'SPRING VAULTWIRE FENCEWIRE FENCEWIRE FENCEWIRE FENCEGRAVEL ROAD5705
7
5 57056556
0
5
5
5 55054555
5
5
6
0
565
570575580595590590585580575
575
565570575580585590
580575570LONESOME PINE LANEN5°32'39"E 1931.64
'TMP# 32-17GOLD LEAF LAND TRUST NO 3,WENDELLD.B. 1745 PG. 696XXXXXXXXXXXXXX58058057557056
5
5
6
0 5555
5
0
5
4
5 540575580585590580 575585580575560555550540535570565585580575570565585560
565
545540XXXXXXXXXXXXXXXXXXUFOUFOUFOUFOUFOUFOSTEEP SLOPES(MANAGED)CENTERLINE OF STREAM50' STREAM BUFFER100' STREAM BUFFERSTEEP SLOPES(MANAGED)WETLANDSWETLANDSWETLANDSREMOVEREMOVEREMOVEGRAVEL ROADREMOVEGRAVEL ROADREMOVERCP PIPEREMOVEWIRE FENCEREMOVEWIRE FENCEWIRE FENCETO REMAINREMOVEVEGETATION ASNECESSARYREMOVEVEGETATION ASNECESSARYREMOVEVEGETATION ASNECESSARYREMOVERIPRAPREMOVEPORTION OF PIPEAND ENDSECTIONTOTAL LIMITS OFDISTURBANCE = 6.52 ACRESWETLANDDISTURBANCE TO BEPERMITTED BY UVAFOUNDATIONWETLANDDISTURBANCE TO BEPERMITTED BY UVAFOUNDATIONWWWWWWWWWWWWWWWWSANSANSANSANSANSAND SINLETOUTLETINLETOUTLET
ROAD IMPROVEMENT BYOTHERS. SEE DRAWINGSTITLED "UVA RESEARCHPARK LOOP ROAD"S
SAN5SSSSSANSANSANSANSANSAN
SANSANSANSANSANSAN432110+0011+0012+0013+0014+0015+00
16+00
17+00
18+00
19+00
20+00PROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSSANSANAPPROXIMATELOCATION OF EXISTING6" FORCEMAINSANLEGENDVEGETATIONREMOVALGRAVELREMOVALLIMITS OFDISTURBANCEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C2-DEMO.dwg | Plotted on 7/19/2019 4:29 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C2.1DEMOLITION PLAN 1" = 30'0SCALE 1"=30'60'30'NAD 83
DWXXXXXXXXSTEEP SLOPES(PRESERVED)XXXXXXUFOUFOUFOUFOSTEEP SLOPES(MANAGED)STEEP SLOPES(MANAGED)CENTERLINEOF STREAM50' STREAMBUFFER100' STREAMBUFFERSTEEP SLOPES(MANAGED)STEEP SLOPES(MANAGED)WETLANDSWETLANDSWWWWWWWWWWWWWWWW6''W4''W4''W4''W4''W6''W6''W4''W4''W4''W4''W4''W4''W4''WROADWAY DESIGN BY OTHERSSEE PLANS TITLED "UVA RESEARCHPARK LOOP ROAD"SANITARY SEWER DESIGN BY OTHERSSEE PLANS TITLED "UVA RESEARCHPARK SEWER EXTENSION"ROADWAY DESIGN BY OTHERSSEE PLANS TITLED "UVA RESEARCHPARK LOOP ROAD"DDPHYSICAL THERAPYCOURTYARDFURTURE BUILDINGEXPANSION(1O BEDS)PROPOSED REHABILITATIONHOSPITAL FFE: 573.25LOOP ROADFUTURE PROPOSEDSAN LATERAL FORFIRE STATION330.57'INNOVATION DRIVE100' PUBLIC RIGHT OF WAYSPEED LIMIT: 25 MPHS
SSSANSANSSSSSANSANSANSANSANSANSAN
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C4-SITE.dwg | Plotted on 7/19/2019 4:39 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266##Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C4.0OVERALL PLAN 1" = 50'MATCHLINE - SEE SHEETS C4.2, 5.1, 5.3
MATCHLINE - SEE SHEETS C4.1, 5.0, 5.3
SCALE 1"=50'100'50'0NAD 83CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTHARDSCAPE(SEE LANDSCAPE PLANS)LEGEND:
REAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 2635 PG. 454D.B. 1802 PG. 682WIRE FENCEWIRE FENCEXXXXXUFOUFOUFOUFOUFOUFOUFOWETLANDSWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSAND SSINLETOUTLETINLETOUTLET
6''W6''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''WN72°28'48"W348.99'MINIMUM SETBACK, 10'MAXIMUM SETBACK, 30'18'24'18'18'24'18'9' TYP.18'24'18'9'TYP.24'24'18'24'R5'R3'R5'R3'R5'R5'R5'R3'R3'R5'R5'R5'R3'R3'R5'R3'R5'R5'R3'R3'R5'R5'R3'R7.5'R27.5'R7.5'R7.5'R7.5'R27.5'R27.5'R5'R5'R3'R3'R5'R5'R5'R42'R5'R18'R3'R3'R3'18'24'8'5'9' TYP.9'TYP.6" DIP FIRE LINE4" SDR-26 PVC DOMESTIC WATER LINER30'R43'CG-12CG-12CG-2CG-2
CG-2
CG-2CG-2CG-2CG-2CG-2CG-6CG-6CG-2ADA PARKING SIGN, TYP.ADA PARKINGSIGN, TYP.10' X 22' DUMPSTERENCLOSURE5616916101041212CG-6STOP SIGN9'TYP.20'PROPOSED DRIVE AISLE TO TIE TOENTRANCE STUB PER DRAWINGSTITLED "UVA RESEARCH PARK LOOPROAD" BY OTHERSPHYSICAL THERAPY COURTYARD6'6'6" DIP90° BENDROAD IMPROVEMENTS BY OTHERS. SEEDRAWINGS TITLED "UVA RESEARCHPARK LOOP ROADCG-2CG-2RAMP WITH HANDRAILS7'24.8'7.67'PROPOSED REHABILITATION HOSPITALFFE = 573.25PROPOSEDPROPERTYLINEPROPOSED PROPERTY LINE5'6''W11.25° + 22.5°BEND11.25° + 22.5°BEND9'TYP.FLUSH CURBCG-12CG-12CG-12(4)BOLLARDSMECHANICALEQUIPEMNT. SEEARCHITECTURALPLANS FOR DETAILSCANOPY(2) DUMPSTERCG-2SCREENWALLFIRE HYDRANTASSEMBLY (PUBLIC)FDC (TYP.)8''X4'' TS&V8''X6'' TS&V5' CURBTRANSITIONCG-12FLUSH CURBPROPOSEDTREE LINEPROPOSEDTREE LINEWATER METER VAULTRAMP WITHHANDRAILS4''W4''W4''W4''W4''W4" SDR-26 PVC DOMESTIC WATER LINE6'' DIP FIRE LINE9'5'9'TYP.445° BEND45° BENDR25'R25'24'CANOPYREFER TO ARCH.PLANS FORADDITIONALINFORMATIONGAZEBOREFER TO ARCH.PLANS FORADDITIONALINFORMATION6'20' ACSAWATERLINEEASEMENT20' ACSAWATERLINEEASEMENTDSSSANSANSAN10+0011+00SANNOTES:1.A KNOX BOX SHALL BE REQUIRED FOR THEPROPOSED BUILDING. ARCHITECT/ CONTRACTORSHALL COORDINATE WITH FIRE MARSHAL'S OFFICEFOR FINAL LOCATION.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C4-SITE.dwg | Plotted on 7/19/2019 4:39 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266##Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C4.1LAYOUT & UTILITIES PLAN 1" = 20'0SCALE 1"=20'40'20'NAD 83CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTHARDSCAPE(SEE LANDSCAPE PLANS)LEGEND:MATCH LINE SEE SHEET C4.2
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C4-SITE.dwg | Plotted on 7/19/2019 4:39 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266##Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
TMP# 32-6RUNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 1684 PG. 255UFOUFOUFOUFOUFOWWWWWWWWWWWWWW6''W6''W4''W4''W4''WSANS72°11'05"E575.92'12.33'4'24'9'TYP.18'24'18'18'24'R42'R5'R18'R3'R3'R3'R2'R3'R3'R3'R19'R43'R19'R3'R43'R3'R3'R3'R3'R3'R3'R5'9'TYP.9'TYP.R43'CG-12CG-12CG-2CG-2CG-2CG-6CG-2ADA PARKING SIGN, TYP.ADA PARKING SIGN, TYP.56449621515CG-6STOP SIGN9'TYP.5'CG-2CG-2CG-2CG-6FUTURE BUILDING EXPANSION(10 BEDS)PHYSICAL THERAPY COURTYARD6'6'6'90° BEND6'6'6'6'RAMP WITH HANDRAILSPROPOSED REHABILITATION HOSPITALFFE = 573.25PROPOSED REHABILITATION HOSPITALFFE = 573.25PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE11.25° + 22.5°(4)BOLLARDSMECHANICALEQUIPEMNT. SEEARCHITECTURALPLANS FOR DETAILSCANOPYREFER TO ARCH.PLANS FORADDITIONALINFORMATIONCANOPYSCREENWALLFIRE HYDRANTASSEMBLY (PUBLIC)FDC (TYP.)CG-12CG-12S20.57'6" SANITARY SEWERCONNECTIONCG-12CG-2FLUSH CURBCG-12FLUSH CURBMINIMUM SETBACK, 10'MAXIMUM SETBACK, 30'6'4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''WSAN6" SANITARYSEWER TO SERVEFUTURE PHASE6" SANITARY SEWERCONNECTION TO BE MADEON MANHOLE. MANHOLE TOBE INSTALLED BY OTHERS.ADJUST TOP TO MATCHFINAL GRADE.6" CLEANOUTSSANITARYSEWERMANHOLE45° BEND45° BEND22.5 + 45°BEND22.5° BEND45° BEND45° BENDWATER METER VAULT8''X4'' TS&V24'R25'R25'REFER TO ARCH.ADDITIONALINFORMATIONGAZEBOREFER TO ARCH.PLANS FORADDITIONALINFORMATION6'9'TYP.18'DDDDDDDSSSSSANSANSANSANSANSANSANSANSAN
SANSANSANSANSANSANSANSANSANNOTES:1.A KNOX BOX SHALL BE REQUIRED FOR THEPROPOSED BUILDING. ARCHITECT/ CONTRACTORSHALL COORDINATE WITH FIRE MARSHAL'S OFFICEFOR FINAL LOCATION.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C4-SITE.dwg | Plotted on 7/19/2019 4:40 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266##Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C4.2LAYOUT & UTILITIES PLAN
MATCH LINE SEE SHEET C4.1
1" = 20'0SCALE 1"=20'40'20'NAD 83CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTLEGEND:
SSANSANSAN110+0011+00WWIRE FENCEWIRE FENCEWIRE FENCE575580580575 575580
59559059058558057057558058
5
59
0
XX575580585590580 575585580570565585580575570565585XXXXXXXXXXXXLOOP ROADWETLANDS6''W6''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''WMINIMUM SETBACK, 10'MAXIMUM SETBACK, 30'56169161010412126''W4''W4''W4''W4''W4''W4575576577570
570571
571572573574
5705715705715725735755805855905
7
0
57
1575 5715725735745725
7
3572573575574576577578580577578579581582583584PROPOSED REHABILITATION HOSPITALFFE = 573.25575565570575580TPTP TPTPT
P
TPTPTPTPTPTPTPTREE PROTECTION FENCE(SEE E&SC PLANS)TREE PROTECTION FENCE(SEE E&SC PLANS)WWWWWWWWWWWWWWWW1241221281301261211231251311291271321341361331351371381391401431411426'' PVC ROOFLEADER1% SLOPE MIN (TYP.)DOWNSPOUT (TYP.)DOWNSPOUT (TYP.)1,280 LF OF 84" CMP DETENTION(0.33% SLOPE) TO MEETENERGY BALANCE AND FLOODPROTECTION REQUIREMENTSD36" ACCESS RISERWITH VDOT MH-1 TOPJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C5-GRAD.dwg | Plotted on 7/19/2019 4:43 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS0SCALE 1"=20'40'20'NAD 83C5.0GRADING & DRAINAGE PLAN
MATCH LINE SEE SHEET C5.1
1" = 20'0SCALE 1"=20'40'20'NAD 83
SSSSSANSANSANSANSANSANSANSANSAN
SANSANSANSANSANSANSANSANSAN4321TMP# 32-6RUNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 1684 PG. 2555
7
5 57056556
0
5
5
5 550565570575580XX58057557056
5
5
6
0 555585580565560
565
5456''W6''W4''W4''W4''WSAN56449621515SMINIMUM SETBACK, 10'MAXIMUM SETBACK, 30'4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''WSANS570571571
5725
7
2
5
7
3
57357257
2 5725735
7
3570571572573 545550555560565570575 572573
572571572573PROPOSED REHABILITATION HOSPITALFFE = 573.25PROPOSED REHABILITATION HOSPITALFFE = 573.2557
1575573 565570570 555560565570573
573
574
5
7
3
5
7
3 TPTPTPTPTPTPTP
TPTPTPTPTPTPTPTPTREE PROTECTION FENCE(SEE E&SC PLANS)TREE PROTECTION FENCE(SEE E&SC PLANS)WWWWWWWWWWW122120118119117113121123114115CLASS 1 RIPRAPPER VDOT STD.EC-1WIDTH 1 = 6'WIDTH 2 = 18'LENGTH = 16'DEPTH = 24"1061161371381391401431411421441451466'' PVC ROOFLEADER1% SLOPE MIN (TYP.)6'' PVC ROOFLEADER1% SLOPE MIN (TYP.)DOWNSPOUT (TYP.)DOWNSPOUT (TYP.)DOWNSPOUT (TYP.)1,280 LF OF 84" CMP DETENTION(0.33% SLOPE) TO MEETENERGY BALANCE AND FLOODPROTECTION REQUIREMENTS1,280 LF OF 84" CMP DETENTION(0.33% SLOPE) TO MEETENERGY BALANCE AND FLOODPROTECTION REQUIREMENTSD112110109108107105103102101100111D102A101AD36" ACCESS RISERWITH VDOT MH-1 TOPD36" ACCESS RISERWITH VDOT MH-1 TOPWEIR PLATED36" ACCESS RISERWITH VDOT MH-1 TOPDD36" ACCESS RISERWITH VDOT MH-1 TOP36" ACCESS RISERWITH VDOT MH-1 TOP545540545550555555560565570TPTPTPTREE PROTECTION FENCE(SEE E&SC PLANS)CLASS 1 RIPRAPPER VDOT STD.EC-1WIDTH 1 = 6'WIDTH 2 = 18'LENGTH = 16'DEPTH = 24"106D105103102101100D102A101ADJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C5-GRAD.dwg | Plotted on 7/19/2019 4:44 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS0SCALE 1"=20'40'20'NAD 83C5.1GRADING & DRAINAGE PLAN
MATCH LINE SEE SHEET C5.0
1" = 20'MATCH LINEMATCH LINE
SSANSANSAN110+0011+00WWIRE FENCEWIRE FENCEWIRE FENCE575580580575 575580
59559059058558057057558058
5
59
0
XX575580585590580 575585580570565585580575570565585XXXXXXXXXXXXLOOP ROADWETLANDS6''W6''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''WMINIMUM SETBACK, 10'MAXIMUM SETBACK, 30'56169161010412126''W4''W4''W4''W4''W4''W4575576577570
570571
571572573574
5705715705715725735755805855905
7
0
57
1575 5715725735745725
7
3
TC569.46'TC570.50'TC570.37'TC569.43'TC571.30'TC571.52'TC570.13'TC570.93'TC570.62'TC570.04'TC570.92'TC572.65'TC572.35'TC572.38'TC573.32'TC572.32'TC572.83'TC573.25'TC573.38'TC573.63'TC573.28'TC573.23'TC573.41'TC573.20'TC572.54'TC572.59'TC572.47'TC572.01'TC571.70'TC571.91'TC571.38'TC571.44'TC571.58'TC571.12'TC571.15'TC571.00'TC572.28'TC572.54'TC572.81'TC573.63'TC574.86'TC575.18'TC574.99'TC575.06'TC575.18'TC575.21'TC575.43'TC575.61'TC575.82'TC576.34'TC576.27'TC576.03'TC576.52'TC576.86'TC577.67'TC574.98'TC574.43'TC569.23'TC569.43'TC573.41'TC572.95'TC572.95'TC572.74'TC572.08'TC571.63'572573575574576577578573.48'572.76'572.75'TC574.92'TC577.21'580 577578579581582583584
FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'572.72'572.67'571.02'570.48'570.76'571.05'571.35'571.65'TC571.80'571.46'572.15'570.73'570.34'570.26'570.73'TC577.31'TC577.67'575565570575580
577.51'576.24'576.24'573.91'TP TP TPTPT
P
TPTPTPTPTPTPTPWWWWWWWWWWWWWWWWDJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C5-GRAD.dwg | Plotted on 7/19/2019 4:44 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS0SCALE 1"=20'40'20'NAD 83C5.2GRADING SHOT SPOTS PLAN
MATCH LINE SEE SHEET C5.3
1" = 20'
SSSSSANSANSANSANSANSANSANSANSAN
SANSANSANSANSANSANSANSANSAN4321TMP# 32-6RUNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 1684 PG. 2555
7
5 57056556
0
5
5
5 550565570575580XX58057557056
5
5
6
0 555585580565560
565
5456''W6''W4''W4''W4''WSAN56449621515SMINIMUM SETBACK, 10'MAXIMUM SETBACK, 30'4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''WSANS570571571
5725
7
2
5
7
3
57357257
2 5725735
7
3570571572573 545550555560565570575 572573 TC569.46'TC570.50'TC570.37'TC572.48'TC572.15'TC572.25'TC573.25'TC573.50'TC572.95'TC573.38'TC573.57'TC571.05'TC570.62'TC571.26'TC571.81'TC572.50'TC571.22'TC571.76'TC572.17'TC573.42'TC572.60'TC569.43'TC571.30'TC572.44'TC572.33'TC572.64'TC574.18'TC573.95'TC573.86'TC573.00'TC573.06'TC573.37'TC572.81'TC571.47'TC571.30'TC571.52'TC571.87'TC573.94'TC572.97'TC569.23'TC572.95'TC572.95'TC572.74'TC571.63'TC573.75'TC573.13'TC573.18'572571572573572.35'573.25'572.36'572.75'TC572.62'TC572.85'TC572.48'571.75'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'FFE=573.25'572.72'572.67'570.34'570.26'571.36'570.73'572.09'TC571.41'TC570.56'57
1 TC572.96'571.05'TC573.06'TC572.49'575573TC573.16'565570570 555560565570FFE=573.25'573
573
574
5
7
3
5
7
3 TPTPTPTPTPTPTP
TPTPTPTPTPTPTPTPWWWWWWWWWWWDDDDDDDJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C5-GRAD.dwg | Plotted on 7/19/2019 4:45 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS0SCALE 1"=20'40'20'NAD 83C5.3GRADING SHOT SPOTS PLAN
MATCH LINE SEE SHEET C5.2
1" = 20'
S
SANSSSSSANSANSANSANSANSAN
SANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWSPRING VAULTWIRE FENCEWIRE FENCEWIRE FENCESTORM INLET W/GRATE2.5' X 2.5'TOP ELEV.=572.56'INV. OUT=569.16' 18" RCPN5°32'39"E 1931.64
'XXXXXXXXXXXXXSTEEP SLOPES(PRESERVED)XXXXXXUFOUFOUFOUFOUFOUFOSTEEP SLOPES(MANAGED)CENTERLINE OF STREAM50' STREAM BUFFER100' STREAM BUFFERLOOP ROADWETLANDSWETLANDS6''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''WSANTP TP TPT
P
TPTPTPTPTP
TPTPTPTPTPDDSWM FACILITIESMANAGEMENTEASEMENTSWM FACILITIESMANAGEMENT EASEMENTJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C6-HYDR.dwg | Plotted on 7/19/2019 4:49 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C6.3STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN 1" = 30'0SCALE 1"=30'60'30'NAD 83STORMWATER MANAGEMENTFACILITIES EASEMENT AREALEGEND
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 136- SWM A5505555605655705755805855905955505555605655705755805855905959+5010+0011+0012+0013+0014+0015+0016+0016+25HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 106-SWM A555560565570575555560565570575HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 130- STRM 128555560565570575580585590595555560565570575580585590595132 : DI-3B 8 ft ThroatSTA 11+47.38TOP 571.65INV IN 564.73 (133 )INV OUT 564.63 (131 )134 : DI-3B 8 ft ThroatSTA 11+32.76TOP 571.65INV IN 564.94 (135 )INV OUT 564.84 (133 )128 : DI-3B 8 ft ThroatSTA 12+02.03TOP 571.02INV IN 564.22 (131 )INV IN 566.28 (129 )INV OUT 564.12 (127 )126 : DI-3B 8 ft ThroatSTA 12+41.96TOP 570.32INV IN 563.82 (127 )INV OUT 563.82 (125 )136 : 24" Basin - Circular GrateSTA 10+00.00TOP 569.94INV OUT 565.94 (135 )124 : DI-3C 8 ft ThroatSTA 12+94.71TOP 569.57INV IN 563.42 (125 )INV OUT 563.32 (123 )HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 142 - STRM 122560565570575580560565570575580122: DI-3C 6 ft ThroatSTA 14+93.70TOP 569.34INV IN 561.83 (123 )INV IN 563.19 (137 )INV OUT 561.73 (121 )9+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 118 - SWM A555560565570575555560565570575130 : DI-3B 8 ft ThroatSTA 10+00.00TOP 573.32INV OUT 567.19 (129 )128 : DI-3B 8 ft ThroatSTA 11+20.71TOP 571.02INV IN 564.22 (131 )INV IN 566.28 (129 )INV OUT 564.12 (127 )1' MINFIRE ANDDOMESTICWATERLINESPROP.GRADEEXIST.GRADEPROP.GRADEPROP.GRADEEXIST.GRADE9+5010+0010+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 108- SWM A5575605655705755575605655705759+5010+0010+5010715.89' OF12" HDPE@ 2.00%108 : DI-3B 4 ft ThroatSTA 10+00.00TOP 571.61INV OUT 565.25 (107 )106 : DI-3C 8 ft ThroatSTA 10+00.00TOP 570.84INV OUT 564.45 (105 )1057.00' OF12" HDPE@ 7.14%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 112-SWM A5555605655705755805555605655705755809+5010+0010+50112 : DI-3B 4 ft Throat
STA 10+00.00
TOP 572.24
INV OUT 566.23 (111)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 116 - SWM A5555605655705755805555605655705755809+5010+0011+0012+00116 : 24"x24" VDOT DI-1
STA 10+00.00
TOP 571.05
INV IN 566.40 (EX18)
INV OUT 566.01 (115 )
114 : 24" Basin - Circular Grate
STA 11+16.50
TOP 570.92
INV IN 565.14 (115 )
INV OUT 565.04 (113 )11361.02' OF18" HDPE@ 3.00%115116.50' OF18" HDPE@ 0.75%9+5010+0010+50118 : 18" Basin - Circular Grate
STA ???
TOP 571.85
INV OUT 566.51 (117)1178.60' OF12" HDPE@ 12.00%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 120 - SWM A5555605655705755555605655705759+5010+0011+00120 : 24" Basin - Circular Grate
STA 10+00.00
TOP 572.30
INV OUT 568.30 (119 )11959.37' OF12" HDPE@ 5.50%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM A - STRM 1005355405455505555605655705755355405455505555605655705759+5010+0011+00100: ES-1 for 18 inch Pipe
STA 10+65.45
TOP 542.08
INV IN 540.41 (101A)10313.93' OF18" HDPE@ 5.40%10119.07' OF18" HDPE@ 6.28%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 146 - STRM 1405605655705755805605655705755809+5010+0011+0012+0012+50142 : 12" Basin - Circular GrateSTA 10+00.00TOP 572.85INV OUT 568.98 (141 )14155.67' OF8" HDPE@ 1.00%140 : 15" Basin - Circular GrateSTA 12+25.47TOP 572.85INV IN 566.63 (143 )INV IN 568.42 (141 )INV OUT 566.53 (139 )139119.66' OF15" HDPE@ 1.00%13742.83' OF15" HDPE@ 3.00%9+5010+0011+0012+0012+50146 : 12" Basin - Circular GrateSTA 10+00.00TOP 572.65INV OUT 568.98 (145 )14571.25' OF12" HDPE@ 1.00%144 : 12" Basin - Circular GrateSTA 10+71.25TOP 572.65INV IN 568.27 (145 )INV OUT 568.17 (143 )143154.22' OF12" HDPE@ 1.00%140 : 15" Basin - Circular GrateSTA 12+25.47TOP 572.85INV IN 566.63 (143 )INV IN 568.42 (141 )INV OUT 566.53 (139 )PROP.GRADEEXIST.GRADEPROP.GRADEPROP.GRADEEXIST.GRADEEXIST.GRADEEXIST.GRADEEXIST.GRADEEXIST.GRADEPROP.GRADEPROP.GRADEPROP.GRADEPROP.GRADEPROP.GRADEPROP.GRADE123199.00' OF18" HDPE@ 0.75%12552.74' OF18" HDPE@ 0.75%12739.93' OF15" HDPE@ 0.75%13154.65' OF12" HDPE@ 0.75%13314.62' OF12" HDPE@ 0.75%135132.76' OF12" HDPE@ 0.75%129120.71' OF12" HDPE@ 0.75%12176.87' OF24" HDPE@ 0.75%122: DI-3C 6 ft Throat
STA 14+93.70
TOP 569.34
INV IN 561.83 (123 )
INV IN 563.19 (137 )
INV OUT 561.73 (121 )
138 : 15" Basin - Circular Grate
STA 11+75.33
TOP 570.40
INV IN 565.33 (139 )
INV OUT 564.47 (137 )11115.50' OF12" HDPE@ 10.00%SWM A84" CMPDETENTIONSWM A84" CMPDETENTIONSWM A84" CMPDETENTIONSWM A84" CMPDETENTIONSWM A84" CMPDETENTION102A: MH-1
STA 10+33.01
TOP 557.02
INV IN 551.01 (101)
INV OUT 543.18 (101A)101A32.45' OF18" HDPE@ 8.52%EXIST.GRADESWM A84" CMPDETENTIONWEIR PLATEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRM 110-SWM A5555605655705755805555605655705755809+5010+0010+50PROP.GRADEEXIST.GRADE110 : DI-3C 6 ft Throat
STA 10+00.00
TOP 570.69
INV OUT 564.29 (109 )10915.50' OF12" HDPE@ 4.00%SWM A84" CMPDETENTION102: MH-1
STA 10+13.93
TOP 565.74
INV IN 559.25 (103)
INV OUT 552.21 (101)JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C7-PROF.dwg | Plotted on 7/19/2019 4:50 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C7.2STORM PROFILES PROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM A PROFILE 15355405455505555605655705755805355405455505555605655705755809+5010+0011+0012+0013+0014+0015+0016+0016+50WEIRPLATESWM AINV. = 560.75SWM AINV. = 561.1184" CMP@ 0.33%84" CMP@ 0.33%EXIST.GRADEPROP.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM A PROFILE 25505555605655705755505555605655705759+5010+0011+0012+0012+50PROP.GRADEEXIST.GRADESWM AINV. =560.90SWM AINV. = 560.5784" CMP@ 0.33%4"WATERLINESWM A84" CMPDETENTIONWEIR PLATEINV. = 5601' MIN.PROP.SANITARYSEWER1'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\43266-C7-PROF.dwg | Plotted on 7/19/2019 4:50 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 Z. DAHLA. ALLISONJ. HASH7/19/19 REVISED PER COUNTY COMMENTS
C7.3STORM PROFILESPROFILE SCALE00505
DDDDDDDWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSAND SSSLOOP ROAD WATERLINEDTMP# 32-18UNIVERSITY OF VIRGINIAREAL ESTATE FOUNDATIOND.B. 2712 PG. 325D.B. 2635 PG. 454D.B. 1802 PG. 682WSPRING VAULTWIRE FENCEWIRE FENCEWIRE FENCE580575580580575570570
5
7
5 57056556
0 55555054554555055
5
5
6
0
565
5
7
0575580595590590585580575
575
565570575580585
590
580575570TMP# 32-17GOLD LEAF LAND TRUST NO 3,WENDELLD.B. 1745 PG. 696XXXXXXXXXX58057557056
5
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5 540545535555STEEP SLOPES(PRESERVED)XXXXXXXXUFOUFOUFOUFOUFOSTEEP SLOPES(MANAGED)STEEP SLOPES(MANAGED)STEEP SLOPES(MANAGED)STEEP SLOPES(MANAGED)WETLANDS6''W4''W4''W4''W4''W4''W6''W6''W6''WS4''W4''W4''W4''W4''W4''W4''W4''WS#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"Sign
580580
580
570 580570580540550560570580
570570 580580TP TPTPTPTPTPTPTPTPTP827'100' STREAMBUFFER50' STREAMBUFFERCENTERLINEOF STREAMSTEEP SLOPEMEADOW PLANTINGSSTEEP SLOPEMEADOW PLANTINGS3' TURF STRIPEXISTINGVEGETATIONTO REMAINLIMITS OF WORKSTREAM BUFFER AREA OFDISTURBANCE = 870 SFENTIRE AREA TO BE REPLANTEDMITIGATION PLANTINGSOUTSIDE OF STREAMBUFFER = 870 SFDETAIL MITIGATION PLANTING PLAN - ON THIS SHEETEXISTINGVEGETATIONTO REMAIN3' TURF STRIP3' TURF STRIPSHRUB AREAS(207 sf)SHRUB AREAS(255 sf)SHRUB AREAS(206 sf)L2.0L2.1LOOP ROADPROPOSED BUILDINGD545TPTPTPTPJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\L1.0 OVERALL LANDSCAPE & MITIGATION PLAN.dwg | Plotted on 7/19/2019 4:53 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 NOT FORCONSTRUCTION6/28/19 SD PRICING SET0SCALE 1"=40'80'40'NAD 83L1.0OVERALL LANDSCAPE & MITIGATION PLAN M. RACHNERM. RACHNERF. HANCOCK1" = 40'STREAM BUFFER PLANTING REQUIREMENTS:MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREAPER 400 SF OR 20X20' AREA PLANT (1) CANOPY TREE, (2) UNDERSTORYTREES, AND (3) SMALL SHRUBSSTREAM BUFFER PLANTING CALCULATIONS:AREA OF DISTURBANCE = 550 SFAREA OF DISTURBANCE (550 SF) X 2 = 1,100 SF1,100 SF / 400 SF = 2.75 UNITS (2.75 UNITS = 3 UNITS)3 UNITS = (3) CANOPY TREES, (6) UNDERSTORY TREES, (9) SMALL SHRUBSDETAIL MITIGATION PLANTING PLAN0SCALE 1"=20'40'20'NOTE:ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TOREACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREESIS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY ANDONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
DOWNSPOUT (TYP.)WWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSAND
SS570580580 WIRE FENCEWIRE FENCES84°10'30"E 192.53'S5°49'30"W 836.79'
160.32'XXXXXXXXXXUFOUFOUFOUFOUFOUFOWETLANDS6''W6''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''W6''W4''W4''W4''WTP TP TPTPT
P
TPTPTP(6)QUE PHE(8)TIL GRE(4)BET HER(5)AME ARB(3)NYS WILLANDSCAPE BED(1,155 sf)LANDSCAPE BED(1,268 sf)LANDSCAPE BED(859 sf)(4)ILE HO4(18)ILE HO4(34)ILE VER(4)BET HER(7)ACE GLO3' TURF STRIPGROUND COVERS(3,259 sf)(22)ILE GLA(22)ILE DWA(12)ITE VIRPROPOSED BUILDINGLOOP ROADCOURTYARDMATCHLINE L2.0MATCHLINE L2.1TREESBOTANICAL NAMEACE ARMACER RUBRUM `ARMSTRONG`ACE GLOACER RUBRUM `OCTOBER GLORY` TMBET HERBETULA NIGRA 'HERITAGE'NYS WILNYSSA SYLVATICA `WILDFIRE`QUE BICQUERCUS BICOLORQUE PHEQUERCUS PHELLOSTIL GRETILIA CORDATA `GREENSPIRE`ULM ALLULMUS PARVIFOLIA `ALLEE`UNDERSTORY TREESBOTANICAL NAMEAME ARBAMELANCHIER ARBOREA `AUTUMN BRILLIANCE`COR FLOCORNUS FLORIDAMAG VIRMAGNOLIA VIRGINIANASHRUBSBOTANICAL NAMEILE DWAILEX CORNUTA `DWARF BURFORD`ILE GLAILEX GLABRAILE VERILEX VERTICILLATAILE HO4ILEX X `HOOGENDORN`ITE VIRITEA VIRGINICAPLANT SCHEDULE LANDSCAPE PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 7/19/2019 4:56 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 NOT FORCONSTRUCTION6/28/19 SD PRICING SET0SCALE 1"=20'40'20'NAD 83L2.0LANDSCAPE PLAN M. RACHNERM. RACHNERF. HANCOCK1" = 20'
DDDDDDDWWWWWWWWWWW560570580560570UFOUFOWETLANDSSAN4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''WSANTPTPTPTP
TP(1)QUE PHE(8)QUE BIC(3)ACE ARMLANDSCAPE BED(1,155 sf)LANDSCAPE BED(1,509 sf)LANDSCAPE BED(2,186 sf)(3)COR FLO(5)MAG VIR(8)ILE HO4GROUND COVERS(733 sf)(16)ILE HO4(8)BET HER3' TURF STRIP(3)COR FLO(8)ULM ALL(23)ILE GLA(20)ILE DWA(31)ITE VIRCOURTYARDPROPOSED BUILDINGLOOP ROADMATCHLINE L2.0MATCHLINE L2.1TREESBOTANICAL NAMEACE ARMACER RUBRUM `ARMSTRONG`ACE GLOACER RUBRUM `OCTOBER GLORY` TMBET HERBETULA NIGRA 'HERITAGE'NYS WILNYSSA SYLVATICA `WILDFIRE`QUE BICQUERCUS BICOLORQUE PHEQUERCUS PHELLOSTIL GRETILIA CORDATA `GREENSPIRE`ULM ALLULMUS PARVIFOLIA `ALLEE`UNDERSTORY TREESBOTANICAL NAMEAME ARBAMELANCHIER ARBOREA `AUTUMN BRILLIANCE`COR FLOCORNUS FLORIDAMAG VIRMAGNOLIA VIRGINIANASHRUBSBOTANICAL NAMEILE DWAILEX CORNUTA `DWARF BURFORD`ILE GLAILEX GLABRAILE VERILEX VERTICILLATAILE HO4ILEX X `HOOGENDORN`ITE VIRITEA VIRGINICAPLANT SCHEDULE LANDSCAPE PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 7/19/2019 4:57 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 NOT FORCONSTRUCTION6/28/19 SD PRICING SET0SCALE 1"=20'40'20'NAD 83L2.1LANDSCAPE PLAN M. RACHNERM. RACHNERF. HANCOCK1" = 20'
TREE CANOPY REQUIREMENTS* per Sec. 32.7.9.8 of the Albemarle County Code.REQUIREMENTSITE AREACALCULATIONSREQUIREDPROVIDED10% OF THE SITE IS TOBE COVERED BY TREECANOPY388,615 SF388,615/.10 = 38,862 SF38,862 SF13,831 SF(PROPOSED) +99,638 SF(EXISTING) =113,469 SFSTREET TREE PLANTING REQUIREMENTS* per Sec. 32.7.9.5 of the Albemarle County Code.REQUIREMENTYARD LENGTHCALCULATIONSREQUIREDPROVIDED1 LARGE TREE PER 40 LF827 LF827/40 = 20.7 TREES21 TREES21 TREESPARKING LOT LANDSCAPE REQUIREMENTS* per Sec. 32.7.9.6 of the Albemarle County Code.REQUIREMENTAMOUNTCALCULATIONSREQUIREDPROVIDED5% OF THE PAVEDPARKING AREA IS TOLANDSCAPED80,546 SF80,546 x .05 = 4,027 SF4,027 SF4,719 SF1 LRG. OR MED. SHADETREE PER 10 PARKINGSPACES160 SPACES160/10 = 16 SHADETREES16 SHADE TREES24 SHADE TREESTREESQTYBOTANICAL / COMMON NAMEMIN. INSTALLED SIZEROOTREMARKSACE ARM3ACER RUBRUM `ARMSTRONG` / ARMSTRONG RED MAPLE2.5" CAL.B&BACE GLO7ACER RUBRUM `OCTOBER GLORY` TM / OCTOBER GLORY MAPLE2.5" CAL.BET HER16BETULA NIGRA 'HERITAGE' / HERITAGE RIVER BIRCH2.5" CAL.B&BSINGLE STEMNYS WIL3NYSSA SYLVATICA `WILDFIRE` / BLACK GUM2.5" CAL.B&BQUE BIC8QUERCUS BICOLOR / SWAMP WHITE OAK2" CAL.B&BQUE PHE7QUERCUS PHELLOS / WILLOW OAK2.5" CAL.B&BTIL GRE8TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN2.5" CAL.B&BULM ALL8ULMUS PARVIFOLIA `ALLEE` / ALLEE LACEBARK ELM2.5" CAL.B&BUNDERSTORY TREESQTYBOTANICAL / COMMON NAMEMIN. INSTALLED SIZEROOTREMARKSAME ARB5AMELANCHIER ARBOREA `AUTUMN BRILLIANCE` / DOWNY SERVICEBERRY1.5" CAL.B&BCOR FLO6CORNUS FLORIDA / EASTERN DOGWOOD1.5" CAL.B&BMAG VIR5MAGNOLIA VIRGINIANA / SWEET BAY1.5" CAL.B&BSHRUBSQTYBOTANICAL / COMMON NAMEMIN. INSTALLED SIZEROOTREMARKSILE DWA42ILEX CORNUTA `DWARF BURFORD` / DWARF BURFORD HOLLY15-18"5 GAL.ILE GLA45ILEX GLABRA / INKBERRY HOLLY15-18"5 GAL.ILE VER34ILEX VERTICILLATA / WINTERBERRY15-18"5 GAL.ILE HO446ILEX X `HOOGENDORN` / HOLLY15-18"5 GAL.ITE VIR43ITEA VIRGINICA / VIRGINIA WILLOW15-18"5 GAL.PLANT SCHEDULE LANDSCAPE PLANTREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOT1BETULA NIGRARIVER BIRCH MULTI-TRUNK2" CAL.B&B1NYSSA SYLVATICASOUR GUM2" CAL.B&B1QUERCUS BICOLORSWAMP WHITE OAK2" CAL.B&BUNDERSTORY TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOT2AMELANCHIER ALNIFOLIASERVICEBERRY1.5" CAL.B&B2CARPINUS CAROLINIANAAMERICAN HORNBEAM1.5" CAL.B&B2MAGNOLIA VIRGINIANASWEET BAY1.5" CAL.B&BSHRUBSQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOT3ARONIA MELANOCARPACHOKEBERRY15-18"5 GAL.3ILEX VERTICILLATAWINTERBERRY15-18"5 GAL.3ITEA VIRGINICAVIRGINIA WILLOW15-18"5 GAL.MITIGATION PLANTING SCHEDULEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\43266-UVA_Encompass_Rehab\DWG\Sheet\CD\L3.0 NOTES AND DETAILS.dwg | Plotted on 7/19/2019 4:58 PM | by Andrew Allison
5/6/2019UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
ALBEMARLE COUNTY, VA43266 NOT FORCONSTRUCTION6/28/19 SD PRICING SET
N/AGENERAL NOTESPRE-CONSTRUCTION·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BELOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TOBIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALLBE VERIFIED PRIOR TO BIDDING.·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, ANDVARIETY INDICATED ON PLANS. ALL PLANT MATERIALS ANDINSTALLATION SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERYSTOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMITPROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITHPROPOSAL FOR USE OF EQUIVALENT MATERIAL.·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILSAND CONTRACT SPECIFICATIONSCONSTRUCTION/INSTALLATION·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTSAND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLYCONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOTCONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY ANDCALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARINGTHE DESIGNATION OF BOTANICAL AND COMMON NAME.·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKINGAREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOTINTERFERE WITH SIGHT DISTANCES.·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIALDURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCEBY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONSWHICH AFFECTS THE GUARANTEE.INSPECTIONS/GUARANTEE·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPECONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILLVERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEADPLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AFINAL INSPECTION BY THE LANDSCAPE ARCHITECT.·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONEFULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTSINCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTSRESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BYOTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYONDTHE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THECONTRACTOR·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FORCOMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENTOF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THECERTIFICATE OF OCCUPANCY.·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.3 X ROOTBALLDIAMETERPLAN VIEWNOTE: ONLY STAKE TREES WITHLARGE CROWNS, 2" CALIPER ORGREATER, IF LOCATED ON WINDYSITES, OR WHERE TAMPERINGMAY OCCUR.PRUNE CODOMINATE LEADERSREMOVE BROKEN, BADLYDEFORMED, RUBBING, NARROWCROTCH ANGLES, WATERSPROUTS, OR CROSS-BRANCHES.REMOVE TAGS, LABELS, ANDPLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEENOTE) DO NOT WRAP TRUNKPRUNE SUCKERSIF FIELD GROWN, CUT AWAY ALLBALLING ROPES. REMOVEBURLAP OR WIRE BASKET FROMTOP 13 OF BALL. IF CONTAINERGROWN, REMOVE CONTAINERAND CUT CIRCLING ROOTS1:1 SLOPE OF SIDES OFPLANTING HOLESCARIFY SIDES BEFORE PLANTINGPLACE ROOTBALL ONUNEXCAVATED OR TAMPED SOILTAMP SOIL AROUND ROOTBALLBASE FIRMLY WITH FOOTPRESSURE SO THAT ROOTBALLDOES NOT SHIFT1" COMPOST LAYER6" SAUCERBACKFILL PLANTING PIT WITH NATIVESOIL. INCORPORATE SLOW-RELEASEGRANULAR FERTILIZERSET ROOTBALL FLUSH TO GRADE OR 1-2"HIGHER IN SLOWLY DRAINING SOILS. DONOT COVER THE TOP OF THE ROOTBALLWITH SOIL. ROOTFLARE SHALL BE VISIBLEABOVE FINISHED GRADE2-3" MULCH LAYER TO EDGE OF DRIPLINE.KEEP 4-6" AWAY FROM TRUNKFLARE8' 2"x2" HARDWOOD STAKE,2'-6" MIN BELOW SURFACE.STAKE SHALL BE DRIVEN A MIN18" OUT FROM TRUNK ANDOUTSIDE OF ROOTBALLGALVANIZED WIRE GUY12 GAUGE. ALLOW FOR ASLIGHT AMOUNT OF MOVEMENT3-2"x2" HARDWOOD STAKES12 GAUGE GALVANIZED WIREROOT BALLB&BCONTAINERREMOVE ALL STRING, WIRE, ANDBURLAP FROM TOP 13 OF BALLREMOVE ALL DEAD, BROKEN,DISEASED, AND WEAKBRANCHES AT TIME OFPLANTINGINSTALL SHRUBS SO THAT THETOP OF THE ROOTBALL IS ATTHE SAME GRADE ASORIGINALLY GROWN OR 1-2"ABOVE IN POOR DRAININGSOILS. DO NOT COVER THE TOPOF THE ROOTBALL WITH SOIL2-3" MULCH LAYER, KEEP AWAYFROM TRUNK1" COMPOST LAYERPROVIDE MULCH UP AND OVERSAUCER6" SAUCERREMOVE CONTAINER. SCARIFYPERIMETER ROOTSBACKFILL PLANTING PIT WITHNATIVE SOIL. INCORPORATESLOW-RELEASE GRANULARFERTILIZERSCARIFY BOTTOM AND SIDESOF PIT2DECIDUOUS TREE - STAKING SPECIFIEDNOT TO SCALE1SHRUB PLANTINGNOT TO SCALEL3.0LANDSCAPE NOTES AND DETAILS M. RACHNERM. RACHNERF. HANCOCKPLAN VIEWROOT BALL3- 2" x 2" HARDWOOD STAKES12 GAUGE GALVANIZED WIRE12 GAUGE GALVANIZED WIREALLOW FOR SLIGHT MOVEMENTSET ROOTBALL FLUSH TO GRADE OR1-2" HIGHER IN SLOWLY DRAININGSOILS. DO NOT COVER THE TOP OFTHE ROOTBALL WITH SOIL.ROOTFLARE SHALL BE VISIBLEABOVE FINISHED GRADEPRUNE SUCKERS1:1 SLOPE ON SIDES OFPLANTING HOLESCARIFY SIDES BEFORE PLANTINGPLACE ROOTBALL ONUNEXCAVATED OR TAMPED SOILTAMP SOIL AROUND ROOTBALL BASEFIRMLY WITH FOOT PRESSURE SOTHAT ROOTBALL DOES NOT SHIFTIF FIELD GROWN CUT AWAY ALLBALLING ROPES. REMOVE BURLAP ORWIRE BASKET FROM TOP 13 OF BALL. IFCONTAINER GROWN, REMOVECONTAINER AND CUT CIRCLING ROOTS6" SAUCER1" COMPOST LAYERBACKFILL PLANTING PIT WITH NATIVESOIL. INCORPORATE SLOW-RELEASEGRANULAR FERTILIZER2-3" MULCH LAYER TO EDGE OFDRIPLINE. KEEP 4-6" AWAY FROMTRUNK FLAREPRUNE BROKEN BRANCHESREMOVE TAGS, LABELS ANDPLASTIC SLEEVING DO NOTWRAP TRUNKDO NOT PRUNE TERMINAL LEADEROR BRANCH TIPSNEW 1/2" RUBBER HOSE3 2x2 HARDWOOD STAKES,2'-6" MIN BELOW SURFACE.STAKE SHALL BE DRIVEN AMIN. 18" OUT FROM TRUNKAND OUTSIDE OF ROOTBALL4"x18" PERFORATEDCORRUGATED PLASTIC PIPE.CAP FLUSH WITH MULCH3 X ROOTBALLDIAMETER3MULTI-STEM TREE - STAKING SPECIFIEDNOT TO SCALE