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Home My WebLink AboutWPO201800020 Plan - Other (not approved) 2019-05-07 (3)Sheet List TableSheet NumberSheet TitleC0.00COVERC1.00NOTES AND DETAILSC1.01NOTES AND DETAILSC1.02NOTES AND DETAILSC1.03NOTES AND DETAILSC2.00SHEET INDEXC2.01EXISTING CONDITIONSC2.02EXISTING CONDITIONSC2.03EXISTING CONDITIONSC2.04EXISTING CONDTIONSC2.05EXISTING CONDTIONSC2.06DEMOLITION PLANC2.07DEMOLITION PLANC2.08DEMOLITION PLANC2.09DEMOLITION PLANC2.10DEMOLITION PLANC3.00EROSION AND SEDIMENT NOTES AND DETAILSC3.01EROSION AND SEDIMENT CONTROL PHASE IC3.02EROSION AND SEDIMENT CONTROL PHASE IC3.03EROSION AND SEDIMENT CONTROL PHASE IC3.04EROSION AND SEDIMENT CONTROL PHASE IC3.05EROSION AND SEDIMENT CONTROL PHASE IC3.06EROSION AND SEDIMENT CONTROL PHASE IIC3.07EROSION AND SEDIMENT CONTROL PHASE IIC3.08EROSION AND SEDIMENT CONTROL PHASE IIC3.09EROSION AND SEDIMENT CONTROL PHASE IIC3.10EROSION AND SEDIMENT CONTROL PHASE IIC4.00SITE PLANC4.01SITE PLANC4.02SITE PLANC4.03SITE PLANC4.04SITE PLANC5.00GRADING AND DRAINAGE PLANC5.01GRADING AND DRAINAGE PLANC5.02GRADING AND DRAINAGE PLANC5.03GRADING AND DRAINAGE PLANC5.04GRADING AND DRAINAGE PLANC5.05GRADING SPOT SHOTS PLANC5.06GRADING SPOT SHOTS PLANC5.07GRADING SPOT SHOTS PLANC5.08GRADING SPOT SHOTS PLANC5.09GRADING SPOT SHOTS PLANC6.00STORMWATER MANAGEMENT SUMMARY - PRE-DEVELOPEDC6.01STORMWATER MANAGEMENT SUMMARY - PRE-DEVELOPED FLOW PATHSC6.02STORMWATER MANAGEMENT SUMMARY - POST-DEVELOPEDC6.03STORMWATER MANAGEMENT SUMMARY - POST-DEVELOPED FLOW PATHSC6.04STORMWATER MANAGEMENT SUMMARY - DETAILSC6.05STORMWATER MANAGEMENT SUMMARY - DETAILSC6.06STORMWATER SUMMARY PLANC6.07STORMATER DESIGN TABLES AND CALCULATIONSC6.08STORMWATER DESIGN TABLES AND CALCULATIONSC6.09PERMEABLE PAVER INSTALLATION AND MAINTENANCEC6.10STORMWATER MANAGEMENT FACILITIES EASEMENT PLANC7.00PROFILESC7.01PROFILESC7.02PROFILESC7.03PROFILESC7.04PROFILESC7.05PROFILESC7.06PROFILESN/AJOB 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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C0.0 - COVER(VSMP)_VOL 1.dwg | Plotted on 4/30/2019 11:30 AM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C0.00COVER COUNTY OF ALBEMARLEVSMP AMENDMENT - WPO201800020NOTESTAX MAP PARCEL AND OWNER INFO:PARCEL 08000-00-00-00900HISTORIC HOTELS OF ALBEMARLE LLC701 CLUB DRIVEKESWICK, VA 22947PARCEL 08000-00-00-008Z0KESWICK CLUB LLC701 CLUB DRIVEKESWICK, VA 22947EXISTING ZONING: RA - RURAL AREAPENDING SPECIAL USE PERMIT SP2018-001MAGISTERIAL DISTRICT: RIVANNAEXISTING AREA:PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008Z0 = 161.66 AC.EXISTING IMPERVIOUS AREA: 2.74 ACPROPOSED IMPERVIOUS AREA: 5.48 ACLIMITS OF DISTURBANCE:9.95 ACSOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:TUCK MAPPING SOLUTION, INC.4632 AERIAL WAYBIG STONE GAP, VA 24219276-523-4669PROJECT #: L17-10405INFRAMAP CORP10365 CEDAR LANEGLEN ALLEN, VA 23059804-550-2937PROJECT #: RV07317TIMMONS GROUP28 IMPERIAL DRIVESTAUNTON, VA 24401540-885-0920PROJECT #: 40241DATUM:HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONEVERTICAL: NAVD88 REQUIRED YARDS (MINIMUM):FRONT: 75 FTSIDE: 25 FTREAR: 35 FTPARKING SETBACK:25 FTPROPOSED USE: EXISTING HALL (MAX. HEIGHT 53.13')LAUNDRY FACILITY 3,805 SF (MAX. HEIGHT 20.17')NEW GUEST WING 40,000 SF (MAX. HEIGHT 34.00')POOL BAR 300 SF (MAX. HEIGHT 16.92')RESTAURANT 3,900 SF (MAX. HEIGHT 22.00')EXISTING PARKING: 216 SPACESPARKING REQUIRED FOR NEW DEVELOPMENT:EXISTING HALL:36 GUEST ROOMS X 1 SPACE/GUEST ROOM = 36 SPACESLAUNDRY FACILITY: 2 EMPLOYEES X 1 SPACE/PER EMPLOYEE = 2 SPACESNEW GUEST WING: 42 GUEST ROOMS X 1 SPACE/GUEST ROOM = 42 SPACESPOOL BAR:300 SF X 13 SPACES/1,000 SF GFA = 4 SPACESRESTAURANT: 3,900 SF X 13 SPACES/1,000 SF GFA = 51 SPACESTOTAL = 135TOTAL POST DEVELOPMENT PARKING PROVIDED: STANDARD SPACES = 145HANDICAP SPACES = 7 (1 VAN SPACES)EXISTING SPACES TO REMAIN = 109TOTAL SPACES =261LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE NORTHERN & SOUTHERN SIDE OF KESWICK HALL.WETLAND IMPACTS:NONEUTILITIES:PRIVATEDRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVERTHERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLFCLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY.THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.CRITICAL SLOPES IMPACT WAIVERSDP201800016 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS - MAJOR AMENDMENT & SDP201800017 KESWICK HALLENERGY PLANT - MAJOR AMENDMENT SPECIAL EXCEPTION CONDITION1.THE AREA OF LAND DISTURBANCE ON CRITICAL SLOPES SHALL NOT EXCEED 30,031 SQUARE FEET AS SHOWN ON SHEET 1OF THE PLAN ENTITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS CRITICAL SLOPES WAIVER EXHIBIT"PREPARED BY TIMMONS GROUP AND DATED JUNE 25, 2018VICINITY MAP1"=2000'NAD83 DEVELOPER:HISTORIC HOTELS OF ALBEMARLE LLC701 CLUB DRIVEKESWICK, VA 22947CONTACT: JOHN TREVENENTELEPHONE: 434-923-4300ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVE. SUITE 200CHARLOTTESVILLE, VA 22903CONTACT: CRAIG KOTARSKI, P.E.TELEPHONE: (434) 327-16884/19/2019SITELOCATIONKESWICK HALL ADDITIONS AND SITE IMPROVEMENTSSIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENTPLANNING & ZONINGENGINEERINGINSPECTIONSARCHITECTURAL REVIEW BOARDDEPARTMENT OF FIRE AND RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENTVIRGINIAL1.00KEY PLANL1.01L1.10L1.11L1.12MATERIALS SCHEDULEENTRY ROAD & PARKING NORTH PLANENTRY ROAD & PARKING SOUTH PLANOVAL OVERLOOK ENLARGEMENTL1.20GOLF CLUBHOUSE LEVEL 02 PLANL1.21L1.30L1.31L1.32GOLF CLUBHOUSE LEVEL 01 ENLARGEMENTRESTAURANT LEVEL 02 PLANRESTAURANT LEVEL 01 PLANRESTAURANT COURTYARD ENLARGEMENTL1.40POOL TERRACE PLANL1.41L1.42L1.50L1.51POOL TERRACE ENLARGEMENTPOOL TERRACE ENLARGEMENTKESWICK HALL WEST PLANKESWICK HALL EAST PLANL1.52KESWICK HALL COURTYARD ENLARGEMENTL1.60L1.61L1.70L5.00NEW GUEST WING WEST PLANNEW GUEST WING EAST PLANLAUNDRY AND MAINTENANCE PLANPAVING DETAILSL5.05DRAIN DETAILSL5.10PAVING PATTERN ENLARGEMENTSL5.11PAVING PATTERN ENLARGEMENTSL6.00PLANTING KEY PLANL6.01PLANTING DETAILSL6.10ENTRY RD & PARKING N. TREE PLANTING PLANL6.11ENTRY ROAD AND PARKING S. TREE PLANTING PLANL6.12ENTRY RD & PARKING N UNDERSTORY PLANTING PLANL6.13ENTRY RD & PARKING S UNDERSTORY PLANTING PLANL6.14BIORETENTION PLANTING PLAN ENLARGEMENTSSheet NumberSheet TitleSheet List TableL6.20GOLF CLUBHOUSE TREE PLANTING PLANL6.21GOLF CLUBHOUSE UNDERSTORY PLANTING PLANL6.30RESTAURANT TREE PLANTING PLANL6.31RESTAURANT UNDERSTORY PLANTING PLANL6.32RESTAURANT UNDERSTORY PLANTING PLANL6.40POOL TERRACE TREE PLANTING PLANL6.41POOL TERRACE UNDERSTORY PLANTING PLANL6.50KESWICK HALL WEST TREE PLANTING PLANL6.51KESWICK HALL EAST TREE PLANTING PLANL6.52KESWICK HALL WEST UNDERSTORY PLANTING PLANL6.53KESWICK HALL EAST UNDERSTORY PLANTING PLANL6.60NEW GUEST WING WEST TREE PLANTING PLANL6.61NEW GUEST WING EAST TREE PLANTING PLANL6.62NEW GUEST WING WEST UNDERSTORY PLANTING PLANL6.63NEW GUEST WING EAST UNDERSTORY PLANTING PLANL6.70LAUNDRY & MAINTENANCE TREE PLANTING PLANL6.71LAUNDRY & MAINTENANCE UNDERSTORY PLANTING PLANL6.80PLANTING DETAILSL6.81PLANTING DETAILS ON STRUCTURETOTAL SHEETS = 51PS-3PS-2PUMP STATION DETAILSPS-1PUMP STATION PLAN, SECTION, AND SITE LAYOUTPUMP STATION DETAILSLC_01SITE PHOTOMETRYLC_02SITE PHOTOMETRYTOTAL SHEETS = 27LC_03SITE PHOTOMETRYLC_04SITE PHOTOMETRYLC_05SITE PHOTOMETRYLL_LT1.01SITE LIGHTING PLAN NORTHLL_LT1.02SITE LIGHTING PLAN SOUTHL7.81SITE LIGHTING DETAILSL7.82SITE LIGHTING DETAILSL6.82PLANTING DETAILS 1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C1.0 - NOTES AND DETAILS.dwg | Plotted on 4/29/2019 4:15 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C1.00NOTES AND DETAILS GENERAL NOTES1.CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BYTHE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY,ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO 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 THEAPPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATIONPRIOR TO BEGINNING 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 INITIALCONSTRUCTION ACTIVITIES.5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORKTO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAYCONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREASSHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLEDWITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE 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 ACCORDANCEWITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER INACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMITDRAWING DETAILS FOR 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 VDOTSTANDARDS.12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANSNEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OFEXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICHMUST BE SUBMITTED AND APPROVED BY THE ENGINEER.13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ONPLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IFLOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE ACONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OFCENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANYUTILITY 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 CABLETV SERVICE TRUNK LINES. (N/A)15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES)SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TOREQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY .17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMEDTHE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED ATTHE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS ANDSPECIFICATIONS.19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALLACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGESPECIFICATIONS.20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH,TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OFANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S)48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIRFOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITSPRIOR TO CONDITIONING OF THE SUBGRADE.23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVEFOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROADAND BRIDGE STANDARDS.24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THEWORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO ANDCONSTRUCTION WITHIN VDOT MAINTAINED 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 GUTTEROR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN INACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIAWORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOTPRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALLCOMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, ANDICC/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 6:1STONE WEDGE PLACED 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 TOANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OFTRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OFTHE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS ANDSTANDARDS OF VDOT.3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVEDEROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHERCONSTRUCTION.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 3:1 OR BETTER ARE TO BE ACHIEVED.6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THECOUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGECHANNEL.7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFICCONTROL 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 THECONSTRUCTION INDUSTRY (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 OPTIMUMMOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. AGEOTECHNICAL ENGINEER IS TO BE PRESENT DURING 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 PERMANENTSTORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE ISSTABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.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 ACSA OFFICIALS ATTHE START OF THE WORK.2.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILYSHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTORSHALL, 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 GENERALWATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.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 THREE AND A HALF (3.5) FEET OF COVERMEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANTLINES, SERVICE LATERALS AND WATER LINES, ETC.7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.8.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVEDURING A FUTURE EXTENSION OF THE LINE.9.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDINGBRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKINGWATER ACT).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 & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TOAPPROVAL BY THE COUNTY EROSION 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 & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THECOUNTY EROSION CONTROL INSPECTOR.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)23.NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IFRETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITHALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5.+ 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 THISPROJECTGRADINGR-1100100TC 240.5PARKING COUNT1DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANSNo ScaleLIGHT DUTY ASPHALT PAVEMENT SECTION8" TYPE 21B AGGREGATE BASE COURSE2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5ACOMPACTED SUBGRADEDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANSNo ScaleHEAVY DUTY ASPHALT PAVEMENT SECTION3.0" INTERMEDIATE BASE COURSE - BM25.08" TYPE 21-B AGGREGATE SUBBASE COURSE2.0" ASPHALTIC CONCRETE SURFACECOMPACTED SUBGRADECOURSE - SM-9.5ASPECIFIED ON PLANSSLOPE UNLESS OTHERWISEMATCH EX. CROSSSAWCUT EX.EDGE OF PAVEMENTCOURSESURFACE PROPOSED SURFACE COURSEPAVEMENTEXISTING PAVEMENT& REMOVE COURSEEX. SURFACE SAWCUT THROUGH IN WITH EXISTING PAVEMENTNOTE: PROPOSED PAVEMENT MUST TIE EX. E/P EXISTING PAVEMENT PROPOSED PAVEMENTAGGR. BASEBASE COURSE2" +2' MIN.MILL EX.EX. C/L PVMT.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 SECTION4" 21-B STONECOMPACTED SUBGRADECONC. WALKEXPANSION JOINT AT MAX OF 100',WITH PREMOLDED EXPANSION FILLERCONTROL JOINT SPACEDAT WIDTH OF WALK14"1"R= 14"No ScaleCONCRETE SIDEWALK JOINT DETAILNo ScalePAVEMENT REPLACEMENT JOINT DETAILNo ScaleHEAVY DUTY CONCRETE SECTIONDENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS6" TYPE 21A STONE COVER10" 3,000 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" SEALANTREGULAR SPACEHANDICAP SPACES2% MAX.CONCRETE BUMPER BLOCKANCHOR WITH 5/8" REBARIMBEDDED 24" IN GROUNDHANDICAP SIGNLOCATION (VAN)HANDICAP SIGNLOCATION (TYP.)EOPEDGE OFPAVEMENTPAINTEDPERVDOTSPEC.18'18'9'8'8'8'5'8'4"PAINTEDSTRIPE(TYPICAL)4"VANACCESSIBLETYPICALACCESSIBLENo ScaleTYPICAL PARKING SPACE DETAILSCONCRETE#3 REBAR (12" O.C.)5" # 57 STONEEXP.JOINTFINISHEDGRADERAIL (TYP.)1/2" R(MAX.)EXP.JOINTFINISHEDGRADE(2) #5 REBARS, BOTTOM CONTINUOUS,LAP 2'-2" AT SPLICESCOMPACTED SUBGRADE12" MIN(TYP.)2'-10"(TYP.)1'-4"12"(TYP.)8"12" MIN(TYP.)1'-0"9"3"3"1'-4"8"5"5"1.5"DIA GALV.NOTES:1.FINE BROOM FINISH ALL STAIRS.2.RAIL ON BOTH SIDES OF STEPS (IF NOTED)3.SEE PLAN FOR RISER HEIGHT1/8"WASH2'-10"EXTERIOR STAIRS & HANDRAILNo ScaleNo 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' ABOVEFINISHEDGRADESTD. U POST GALVANIZEDSIGNPOST TO BEDRIVENNo ScaleSIGN AND POST DETAIL6'2'EXISTING AGGREGATE BASE1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5ACOMPACTED SUBGRADEMILL AND OVERLAY SEQUENCE:REMOVE EXISTING ASPHALT . COMPACT ANDROLL TEST EXISTING BASE COURSE. THEN PLACENEW ASPHALT SURFACE.DENOTES MILL AND OVERLAYNo ScaleMILL AND OVERLAY PAVEMENT SECTIONDENOTES GRAVEL SECTION ON PLANS6" TYPE 21-B AGGREGATE BASE COURSECOMPACTED SUBGRADEGRAVEL SECTIONNo Scale11 1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C1.0 - NOTES AND DETAILS.dwg | Plotted on 4/29/2019 4:15 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C1.02NOTES AND DETAILS TOP 2' OF STRUCTURESHALL BE PAINTED BLACK 1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C1.0 - NOTES AND DETAILS.dwg | Plotted on 4/29/2019 4:15 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C1.03NOTES AND DETAILS 11 S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 'SRPARPARPACTT2290436.69VW2303439.17VWW2463424.90WELL 3DIA4' GRAVEL PATHDD1 STO R Y FRAM E SHED 1 STORYCONCRETE BUILDINGTXBRI C K S ID EW A L KUGPUGPUGPUGTW WWWWWUGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGP U G T WW UGP UGPW W UGPUTL UGPUGTUGPUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUGP UGPUGPWWW GUGTUGTUGPUGPU G P UGPUGPUGPUTLU G T UGTUGPUGPUGPWWUTLUGTWUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLW W UGPUGPUGPUGPUGPUFO U FO UGPUGP UGPUGPUGPUG P UGPUGPXOHU OHU OHU OHU OHU OHU XX XXXXXX X XX X XGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 24434 44 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 44644 7 450455 4474 48 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 44 3 444 446447 448 449451 452453453 454455456457458459 4604614624254304 3 5 44042 242342442642742842943143243343 4 4 3643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 434 4364 3 7438 439 4 4 1442 443 44 4435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 4 5 6457 4 5 8 45 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446447 4 4 8 4 4 9 451 45245343543 5 4 3 4 43444 7440 4454 3 8 439441442443444446446435 432 433 434436437440445438439441442443444 446447448 449435435 4354364374 3 8438 43843042943143 2 433434435433434436437438430431432425422423424426427428429430426427428429431 UGPW8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSS440441442443444WW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425430435421422423424426427428429431432433434420421 8'' SAN 432429427425424423422421420415416417418419431430428426424422420 (T I E L I N E ) G SANWW HWSHWRHWRHWSCHWRCHWSUGP8''F8''F8''F UGPUGPHWRCHWRCHWS6''W4''WHWS8''F6''W6''W6''W6''W 6''W 6'' W SSPSAGGGGGGGGGG 4''W4''W4''W4''W4''W8''F8''F8''F8''F 8'' F 8''F 8''F8''FG G8''F8''F8''FSANSANSAN SANSANSANSX XSSSSSSSSSSSANSA N SANUGPG GGG GGG8'' F GGSXX2''W6''W6''W452453454455456457458459460461462452451450453452451450449448447446445445444443442447448449450DDDFULL CRY LANECLUB DRIVEFAIRWAY DR IVE 1''=50'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.0 - OVERALL.dwg | Plotted on 4/29/2019 4:18 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.00SHEET INDEXSCALE 1"=50'100'50'0NAD 83 CENTRAL ENERGY PLANTGOLF CLUBPROPOSED RESTAURANTPROPOSED HOTEL ADDITIONPROPOSED LAUNDRY BUILDINGEXISITNG KESWICK HALLREFERENCE LINE - SHEET C2.01, C2.06,C3.01, C3.06, C4.00, C5.00 AND C5.05REFERENCE LINE - SHEET C2.03, C2.08,C3.03, C3.08, C4.02, C5.02 AND C5.07REFERENCE LINE - SHEET C2.04, C2.09,C3.04, C3.09, C4.03, C5.03 AND C5.08REFERENCE LINE - SHEET C2.02, C2.07,C3.02, C3.07, C4.01, C5.01 AND C5.06REFERENCE LINE - SHEET C2.05, C2.10,C3.05, C3.10, C4.04, C5.04 AND C5.09PROPOSED POOL PAVILIONFULL CRY LANE S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 'S49°03'28"E 114.40'47.68'C48 C55 SASPHALTASPHALTASPHALTSHRUBBEDSHRUB/SMALLSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREASHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BED SHRU B / F L O W E R B E D COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBB L E S T O N E CURB ( T Y P )ASPHALTDDEWOODSIGNCOBBLESTONE SIDEWALK ROCK WALLTOP=451.5±CONC. PAVERS SIDEWALK BRICK WALKCONC. PAVERS S IDEWA LKBRICK WALKBLOCK WALLTOP=451.8ROCK WALLTOP=451.5±STORM INLETTOP=451.88INV IN=442.75INV OUT=436.40FF (TILE)=452.421 STORY STUCCOPOWER PLANTAREA 1 STORY STUCCOBUILDINGW/ BASEMENTSTAMPED CONCRETEPOOLPLANTER BRICK SIDEWALKFF=466.52STAM P E D C O N C R E T E BRICK S I D E W A L K CONC PAVERSPAVERSCONCRETECONC/BLOCKWALLCONC STEPSPLANTER ROCK WALLCONC PAVERSFF(WOOD)=466.09STUCCO WALLEL@DOOR=446.33WW WWW WWW WUGPUGPUGPUGP UGPUGPUGPWWWWWWW UGPUGPUGPUGPUGPUGPUGP UGP UGPUGPUFOUGTUGPUGPU G P UGP UGP UFOUFOUFO UF O UFO W W W W W WWWW WWWW W W WWWWWWWWWWWWWWWUGPUGPUGPUGP UGTUGTUGTUGTUFOUFOUFOUFOW WWWWUGPUGPUGPWWWWWWWWWWWWWGGGGG(QLD) UTL UTL UTL FIREWATERTOBUILDINGHOT WATERSEND/RETURNCHILLED WATERSEND/RETURN(DOM)CHILLED WATERSEND/RETURNHOTWATERSEND/RETURNFIREWATERTOBUI LD ING FIREWATERICVICVIRRHHIRRHHIRRHHIRR HHIRRIGATIONI R R IG A T I O NICVIRRHHWIRRHH IRR IGAT IONIRRHHIRRHHICVIRR HHIRR HHICVDUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPIRRIGATIONICVIRRHHIRRHHIRRHHIRRHHIRRHHICVIRRHHICVIRRIGATIONIRRIGATION IRRIGATIONS/LS/LIRRIGATIONIRR HHIRR HHICVICVIRRIGATIONIRR IGA T IONPVTIRRIGATIONIRR HHICVICVIRRIGATION IRRIGATIONIRRIGATION SVCICVABANDONEDICVS/LUGPUGP UGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPS/LUGPUGPUGPUGPQLDICVPVTPVTPVT ICVICVWWWWWWWWWW W W WWWWWWWWWW W W W ASPHALTASPHALTASPHALTASPHALTASPHALTSTORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15" C O N C P I P EW WWWGGGG455460452453454456457458459461462 451452453454 448449 450455 447448449451452453454 440438439441442443444446444445 444 455 45 2 45 3 454 456 457 458 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 456457458459 46 1 462463 464447 445443444446UGP UGPBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXTFMRBOXSLSLSLSLEMHBOXBOXSLSLBOXBOXBOXEOIEOIEOIEOI EOI T(QLC)WVWVEOIEOIEOIEOIEOITOBUILDINGTO PLANTGMGMSIZE CHANGESAPLOCWWTO BUILDINGTO BUILDINGTO BUILDINGEOIEOIEOIUTLEOIEOIUTLUT L UTLEOI UTLUTLUTLUTLEOIEOI LIMITS OFSURVEYTOBUILDING8'' SAN 8'' SAN 8'' SAN SANITARY MHTOP=451.90INV IN=446.73INV OUT=432.6620' SANITARY SEWER EASEMENTDB. 1282, PG.430UNSPECIFIED WIDTHELECTRIC EASEMENTDB. 1282, PG. 430APPROX. LOCATION20' UTILITY EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430KESWICK ROAD - ROUTE 731WWWW 44044144244344443543 5 436 440448 446 CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)36" CONC DUCT25' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACKHISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)C6 STORM GRATETOP=441.74INV IN=439.06INV OUT=438.84(BOTTOM FILLED W/ DEBRIS)STORM GRATETOP=441.79INV IN=439.46(BOTTOM FILLED W/ DEBRIS)FDCSANSAN6'' SAN6'' SAN6'' SAN6'' SAN6'' SAN6'' SANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPUGPUGPHWRCHWRCHWS6''W6''W4''W4''WHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W W6''F8''F 6''W 4''W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSA452453454455456457458459460461462452451450453DD446445444443442D438439440441437439438439438440437 440441440441UWACTCSITE LEGENDSTORM GRATE INLTEFIRE HYDRANTWELLWATER VAULTTRANSFOMER / ELECTRIC BOXLIGHT POLEGROUND LIGHTUTILITY VAULTUTILITY MANHOLECLEAN OUTBOLLARDSIGNHVAC UNITTELEPHONE PEDESTALCABLE PEDESTALSTEEP SLOPES - CRITICALCURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13RADIUS429.51'241.77'235.00'336.92'35.00'736.93'35.00'286.92'285.00'291.77'379.51'4516.71'1909.62'LENGTH193.03'92.01'100.28'102.97'45.38'142.59'68.61'54.55'121.61'111.04'218.90'205.08'239.97'TANGENT98.17'46.57'50.91'51.89'26.52'71.52'52.20'27.36'61.74'56.20'112.59'102.56'120.14'DELTA25°44'57"21°48'22"24°26'57"17°30'39"74°17'36"11°05'11"112°18'54"10°53'37"24°26'54"21°48'19"33°02'53"2°36'05"7°12'00"CHORD BEARINGN43°53'30"WN45°51'49"WN22°44'11"WN19°16'03"WN9°07'21"EN51°48'40"ES77°37'07"ES16°00'31"ES22°47'09"ES45°54'45"ES40°17'31"EN45°55'42"EN51°23'26"ECHORD191.41'91.46'99.52'102.57'42.27'142.37'58.14'54.47'120.69'110.37'215.88'205.06'239.81'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.1 - EXISTING.dwg | Plotted on 4/29/2019 4:20 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.01EXISTING CONDITIONS 0SCALE 1"=20'40'20'NAD 83 C2.02C2.01C2.04C2.05C2.03REFER TO PLAN TITLED"KESWICK HALL CENTRALENERGY PLANT DEMOLITIONAND RENOVATION" SDP-2018-017FOR DESIGN INFORMATION. S49°27'30"E 131.90'S2 4 ° 4 9 ' 4 4 " W 6 8 . 4 1 'S65°01 '00 "W 146 .90 'N56°46'00"W 216.20'S1°20'24"W 376.00'S56°48'58"E 216.20'1'X'1 CONC. COLUMN1'X'1 CONC. COLUMN1'X'1 CONC. COLUMNCLUB DRIVEFAIRWAY DR IVE ASPHALTSHRUB/FLOWER BEDSHRU B / S M A L L TREE A R E A SHRUB / F L O W E R B E D CROQUET A R E A COBBLESTONECURB (TYP)ASPHALTASPHALTCTTDDCOBBLESTONEBAND1 STORYCONCRETE BUILDINGRAISED 6" WOODPLANTERS W/ FLOWERS 3 STORY STUCCOBUILDINGW/ BASEMENTSTAM E P E D C O N C R E T E BRICK PAVERSCOBBLESTONE BANDACFF=435.59(4) BRICKSTEPSHAND RAILBRICK SIDEWALK2' PAVERSWOOD GAZEBOCONCRETE PADW/ WOODEN STATUEFOUNTAINCOLUMN(TYP)ROCK WALLTOP=443±ROCK WALLTOP=443±GRAVEL 4' WOOD FENCE4' WOOD FENCERUBBER SURFACE GOLF CART PATHBRICK SIDEWALKBRICK FF=466.58FF=466.52STAMP E D C O N C R E T E BRICKWALLBRICK WALLTOP=451.6BRICK S I D E W A L KBRICKFF (TILE)=452.62WWUGPUTLUTLUGTUGTUGTUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGPUGPUGPUGPUGPUGT UGTUGTUGTUGPUGPUGPUTLUTLUGPUGPUGTUGT UGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU G P WWWWWWWWWWWW UGPUGPUGPUGPUGPUGPUGPUGPUGPWW WWWW UGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUGTUGTUGTUGTUGTWWWWWWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUFOUGTW UGPUGP UFOUFOW WWW W WWWWWW W W UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG G G G G1.5" SVCG(QLD)W(QLD)UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUGPICVIRRIGATIONIRR HHIRRIGATIONIRRHHUGPIR R I G A T I O NIRRHH IRR HHIRR HHIRRIGATIONIRR HHIRR HHIRR HHICVICVIRR HHIRR HHTOBUILDINGS/LICVIRR HHIRR HHIRRIGATION DUCTUGPUGPUGPIRR HHIRRHHIRR HHICVICVIRRIGATIONPVTIRRIGATIONIRR HHICVICVIRR HHIRRHHICVIRRIGATIONUGPUGPICV IRRIGATIONABANDONEDICVEOI1.5" SVCG(QLD)BRICKCOLUMNCHILLEDWATERSEND/RETURNHOTWATERSEND/RETURNWWWWWWWWWWWW EO I STORM GRATETOP=440.91INV IN=436.86INV OUT=436.11STORM GRATETOP=431.92INV IN=427.02INV OUT=426.74STORM GRATETOP=447.88INV OUT=444.68ASPHALTGRAVELBRICK SIDEWALKGRAVELGRAVELGRAVEL3'X3' CONC. PADW/ RAIN BARREL15" CONC PIPE15" CONC PIPESTORM MANOLETOP=437.16INV IN(NE)=431.41INV IN(NW)=429.38INV OUT=429.3715" C O N C P I P E (EN D N O T O B S E R V E D ) X XX XXGGGGGGGGGGGGG461462463455460453454456457458459461462453454455456457458459460461462 425 4304 3 5 4 40 42 2 42342442642742842943143 243343443643743 8 43 9 441 415 420 425 430 435440 416 417 418 419 421 422423424 426 427 428 429431 432 433 434 4364 3 7 438439 441 442443 444435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448 44945 1 445 450 444 446 447 448 449 451 455 45 2 45 3 454 456 457 458 450 450 449 449 451445443444446 463464430435429431432433434436437430429431432433445446447448449451UGPEOIEOIEOIEOIEOIEOIBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOX SLSLBOXSLHBBOXBOXBOXBOXHBSLTFMRTFMRSLBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXEOIBOXBOXEOITO BUILDINGVEHICLE CHARGE PEDELECPANELBOARDPVTPVTCATV FOHHWMWMEOIEOIEOIEOIEOISIZECHANGESAPLOC2" SVCGMEOIEOIWVWVTO BUILDINGTO BUILDINGEOIEOIEOIUTLUTLUTLEOIEOIUTLUTLEOIIRRIGATIONEOIEOIEOITO BUILDING8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSSSANITARY MHTOP=437.98INV IN =425.93INV OUT=425.69SANITARY MHTOP=450.8937.98UNABLE TO REMOVE LIDAPPROX. LOCATION15' VEPCO EASEMENTDB. 1147, PG. 67520' SANITARY SEWER EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430APPROX. LOCATIONCOMMUNICATIONS EASEMENTDB. 467, PG. 10315" CONC P IPE STORM GRATETOP=408.56INV IN=404.6925' SETBACKTOBUILDINGWWWWWW442 440435 435425 415 440440 435 43025' SETBACK445442443444CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)18" CONC PIPEW C1C2C11WWW W W W W 8''F8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 5+506+006+43.316''W 6''W 6''W 6''W452451450449448447446445445444443442447448449450UWACTCSITE LEGENDSTORM GRATE INLTEFIRE HYDRANTWELLWATER VAULTTRANSFOMER / ELECTRIC BOXLIGHT POLEGROUND LIGHTUTILITY VAULTUTILITY MANHOLECLEAN OUTBOLLARDSIGNHVAC UNITTELEPHONE PEDESTALCABLE PEDESTALSTEEP SLOPES - CRITICALCURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13RADIUS429.51'241.77'235.00'336.92'35.00'736.93'35.00'286.92'285.00'291.77'379.51'4516.71'1909.62'LENGTH193.03'92.01'100.28'102.97'45.38'142.59'68.61'54.55'121.61'111.04'218.90'205.08'239.97'TANGENT98.17'46.57'50.91'51.89'26.52'71.52'52.20'27.36'61.74'56.20'112.59'102.56'120.14'DELTA25°44'57"21°48'22"24°26'57"17°30'39"74°17'36"11°05'11"112°18'54"10°53'37"24°26'54"21°48'19"33°02'53"2°36'05"7°12'00"CHORD BEARINGN43°53'30"WN45°51'49"WN22°44'11"WN19°16'03"WN9°07'21"EN51°48'40"ES77°37'07"ES16°00'31"ES22°47'09"ES45°54'45"ES40°17'31"EN45°55'42"EN51°23'26"ECHORD191.41'91.46'99.52'102.57'42.27'142.37'58.14'54.47'120.69'110.37'215.88'205.06'239.81'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.1 - EXISTING.dwg | Plotted on 4/29/2019 4:20 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.02EXISTING CONDITIONS 0SCALE 1"=20'40'20'NAD 83 C2.02C2.01C2.04C2.05C2.03 N10°30'44"W 50.29'S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'47 . 6 8 ' 14 0 . 4 5 ' N 4 6 ° 1 6 ' 0 4 " E C 4 8 N46°18'04 " E 9 8 . 5 7 'S10°33'42"E 50.29'N 4 8 ° 3 5 ' 0 8 " E 1 2 5 . 5 6 ' N47°37'11" E 4 1 1 . 3 9 'ASPHALTASPHALTASPHALTASPHALTSHRUB/FLOWER BEDSHRUBBEDSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREASHRUB/SMALLTREE AREAHRUB/SMALLREE AREA SHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BEDCOBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBB L E S T O N E CURB ( T Y P )ASPHALTDDEWOODSIGNTENNIS COURTSTENNIS COURTSCOBBLESTONE AREACOBBLESTONE S IDEWA LK ROCK WALLTOP=451.5±CONC. PAVERS S IDEWA LK BRICK WALKCONC. PAVERS S IDEWA LKBRICK WALKBLOCK WALLTOP=451.8ROCK WALLTOP=451.5±STORM INLETTOP=451.88INV IN=442.75INV OUT=436.40FF (TILE)=452.421 STORY S TUCCO POWER PLANTAREA1 STORY STUCCOBUILDINGW/ BASEMENTBRICK PAVERSCOBBL E S T O N E B A N D 6' IRON FENCEW/ COLUMNS6' IRON FENCEW/ COLUMNS2' WIDE ROCK WALLTOP=442±1' WIDE ROCK WALLTOP=442±GRAVEL6" WIDE WOOD WALLTOP=442±CHAIN LINK FENCEGGREGATE CONC. SIDEWALK 5.5' IRON FENCEW/ CONC. COLUMNSCONC. COLUMNS(TYP)PLANTER6.5' IRON FENCEW/ CONC. COLUMNS6.5' IRON FENCEW/ CONC. COLUMNSFOUNTAINCOLUMN(TYP)BRICK SIDEWALKPAVERSPLAN TER ROCK WALLCONC PAVERSFF(WOOD)=466.09STUCCO WALLEL@DOOR= 4 4 6 .33 KE S W I C K R O A D - R O U T E 7 3 1 UGP UGPUGP UGP UGPUGPUGPUGPUGPUTL WWWWW WW WWUGPUGPUGPU G PUGPUGP UGPUGP UGP UGPUGPUGPUGPWWWUG P WWWWWW W W WWUTLUTLWWWWWWWW UGT UGTUGTUGTUTLUGTUGTUGTGUGPUGPWWW WWWW WUGPUGPUGPUGPUGPUGPWWUGPUGPUGPUGPUGPU G P U G P UG P UGPUGP UGPUGPUGP UGPUGPUGPUGPU G P UGP UFOUF O UFOW W W W W WWWW WWWW W W W WWWWWWWWWWWWWWWUGPUGPUGPUGP UGTUGTUGTUGTUFOUFOUFOUFOW WWWWUGPUGPUGPWWWWWWWWWWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGG(QLD ) UTL UTL UTLUTL FIREWATERTOBUILDINGHOT WATERSEND/RETURNCHILLED WATERSEND/RETURN(DOM)CHILLED WATERSEND/RETURNHOTWATERSEND/RETURNF IREWATER TOBUI LD ING FIREWATERIRRHHIRRHHIRR HHIRRIGATIONIRRIGATIONIRRI G A T I O N ICVIRRHHIRR HHIRR HHUGP UGPUGP IRR HHIRR HHICVDUCTDUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPIRRIGATIONICVIRRHHIRRHHIRRHHIRRHHIRRHHICVIRRHHICVIRRIGATIONIRR IG A T ION IRRIGATIONS/LS/LIRRIGATIONIRR HHIRRHHIRR HHICVICVIRRIGATIONPVTIRRIGATIONIRR HHIRR HHIRR HHIRR HHIRR HHICVICVICVIRR IGA T IO N IRRIGATIONIRRIGATIONI R R I G A T I O N SVC 1. 2 5 "ICVUFO UFO UFO UFO ABANDONEDICVS/LS/ L S/LS/LS/LS/L S/ L S/LUGPUGPUGP U G P U G P UG P UGPUGPU G P UGP U G P UGPUGPUGPEOIIRRIGATIONIRRIGATIONUGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPU G P UGPUGPUGPU G P UG P UGPUGP U G P UGPUGPUGPUGPUGPS/LS/LUGPUGPUGPUGPQLDUGP PVT PVTPVT ICVICVWWWWWWWWWW W W W WWWWWWWWWW W W W W CONC. COLUMNS(TYP)ASPHALTASPHALTASPHALTASPHALTASPHALTSTORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15" C O N C P I P E GRAVELOHU XX WWWWXXXX XX XXXXXXX X X X X XXXXXXGG GGGGGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2 4434444464 4 7 44 8 44 9 4 5 1 452 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 446 4 4 7 450455 44744 8 4494514524534544404384394414424434444464444624554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA44 7440 4454 3 8 439441442443444435434 436437445446447448 449UGP UGPBOXBOXBOXBOXBOXSLBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXTFMRBOXSLSLSLSLBOXHBSLHBBOXBOXUPSLSLBOXBOXBOXSLSLSLSLSLEMHBOXBOXBOXBOXSLSLBOXBOXBOXEOIEOIEOIEOIEOI EOIEOIEOI T(QLC)THBWVWVEOIEOIEOIEOIEOITOBUILDINGTO PLANTGMGMSIZE CHANGESAPLOCGVGVWWTO BUILDINGTO BUILDINGEOIEOIUTLUTLEOIEOIUTLUTL UTLEOI UTLUTLUTLUTLEOIEOI EOI EOIEOIEOI EOI LIMITS OFSURVEYEOIEOI APPROX. LOCATION 15'VEPCO EASEMENTDB. 1228, PG. 542UNSPECIFIED WIDTHELECTRIC EASEMENTDB. 1282, PG. 430APPROX. LOCATION20' UTILITY EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430CLUB DRIVEK E S W I C K R O A D - R O WWWW440441442443444448 446CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)36" CONC DUCT2 5 ' P A R K I N G S E T B A C K 25 ' P A R K I N G S E T B A C KHISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)(T I E L I N E )C3C4 C5 C 6C7C8 C9 STORM GRATETOP=441.74INV IN=439.06INV OUT=438.84(BOTTOM FILLED W/ DEBRIS)STORM GRATETOP=441.79INV IN=439.46(BOTTOM FILLED W/ DEBRIS)FDCSANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W 0+000+501+001+502+002+503+003+504+004+505+00 5+50 6+00 6+43.31 W6''F8''F 6''W 4'' W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSA452453454460DD446445444443442600603604605606612611610D607608438439440441601615616437440617619621620618441440441614613623624UWACTCSITE LEGENDSTORM GRATE INLTEFIRE HYDRANTWELLWATER VAULTTRANSFOMER / ELECTRIC BOXLIGHT POLEGROUND LIGHTUTILITY VAULTUTILITY MANHOLECLEAN OUTBOLLARDSIGNHVAC UNITTELEPHONE PEDESTALCABLE PEDESTALSTEEP SLOPES - CRITICALCURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13RADIUS429.51'241.77'235.00'336.92'35.00'736.93'35.00'286.92'285.00'291.77'379.51'4516.71'1909.62'LENGTH193.03'92.01'100.28'102.97'45.38'142.59'68.61'54.55'121.61'111.04'218.90'205.08'239.97'TANGENT98.17'46.57'50.91'51.89'26.52'71.52'52.20'27.36'61.74'56.20'112.59'102.56'120.14'DELTA25°44'57"21°48'22"24°26'57"17°30'39"74°17'36"11°05'11"112°18'54"10°53'37"24°26'54"21°48'19"33°02'53"2°36'05"7°12'00"CHORD BEARINGN43°53'30"WN45°51'49"WN22°44'11"WN19°16'03"WN9°07'21"EN51°48'40"ES77°37'07"ES16°00'31"ES22°47'09"ES45°54'45"ES40°17'31"EN45°55'42"EN51°23'26"ECHORD191.41'91.46'99.52'102.57'42.27'142.37'58.14'54.47'120.69'110.37'215.88'205.06'239.81'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.1 - EXISTING.dwg | Plotted on 4/29/2019 4:21 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.03EXISTING CONDITIONS 0SCALE 1"=20'40'20'NAD 83 C2.02C2.01C2.04C2.05C2.03 N56°46'00"W 216.20'N34°57'38"W 228.29'N10°30'44"W 50.29'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 ' N46°18'04"E 98.5 7 'S10°33'42"E 50.29'S35°00'36"E 228.29'S56°48'58"E 216.20'1'X'1 CONC. COLUMN1'X'1 CONC. COLUMNCLUB DRIVEASPHALTASPHALTASPHALTSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA SHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BEDSHRUB AREASHRUB/FLOWER BED COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBB L E S T O N E CURB ( T Y P )ASPHALTASPHALTPOOLFLOWER BEDSTAMPED CONCRETESTAMPED CONCRETE4' GRAVEL PATHEWOODSIGNAGGREGATE CONC. SIDEWALK TENNIS COURTSTENNIS COURTSCOBBLESTONE AREA1 STORY STUCCOBUILDING1 STORYFRAMESHED 1 STORYBLOCK/STUCCOBUILDINGVINEYARDAREA3 STORY STUCCOBUILDINGW/ BASEMENTBRICK PAVERSCOBBL E S T O N E B A N DTAGGREGATE CONC. SIDEWALK6' IRON FENCEW/ COLUMNS6' IRON FENCEW/ COLUMNS2' WIDE ROCK WALLTOP=442±1' WIDE ROCK WALLTOP=442±GRAVEL6" WIDE WOOD WALLTOP=442±CHAIN LINK FENCECHAIN LINK FENCEGRAVEL PATHAGGREGATE CONC. SIDEWALK 5.5' IRON FENCEW/ CONC. COLUMNSCONC. COLUMNS(TYP)6.5' IRON FENCEW/ CONC. COLUMNSACACAC ACACAC(2) GRANITESTEPS(7) WOODSTEPSWOOD DECK(4) BRICKSTEPSHAND RAILB R I C K S ID EW A L K FOUNTAINCOLUMN(TYP)ROCK WALLTOP=443±ROCK WALLTOP=443±B R I C K / C O N C S I D E W A L K BRICK SIDEWALKBRICK FF=466.58FF=466.52FF (TILE)=452.62EL@DOOR=438.08FF(STAMPED CONC)=438.131 STORY STUCCOBUILDINGUGPUGPUGP WWWWWWWWWWWWWWWWWUGT UGT UGT UGT WWW W W UGPWWWWWWWUGPUGPUGPUGPUTLUTLUTL UGTUGTUGPUTLU T L U G PUGPUGTUGT UGT UGTUGTUGP UGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPWWUGTUGTUTLUTLUGPUGTUTLWUGTUGPUCATVUGPUG P UGTUGT UGTUGTUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWWWUGPUGPUGPUGPUGPUGPUGPWWWWW WW WWUGPUGPUGPU G PUGPUGP UGPUGP UGP UGPUGPUGPUGPWWWUGP WWWWWWW W W WWUTLUTLWWWWWWWW UGTUGT UGTGGGG UGTUGTUGTWWW WUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUTLU G T UGTUGTUGTU G TWWWW W W UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGP UGP UFOUGTWUGPUGPU G P UGP UGPUGP UFOUFOUFO UF O UFO WWW W W W WWWW WWWW W W W W W WWUGTUFOWWUTLUTLUTLUGTUGTUGTUGTWWWW(SVC) (QLD)W(QLD)UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG SVC(QLC) G G G G G1.5 " SVCG(QLD )W(QLD)UTL UTL UTLUTL UTLUTLIRR HHIRRIGATIONIRR HHIRR HHIRR HHWW W WPVT (QLD)PVT (QLD)IRRHHIRRIGATION IRRIGATIONIRRIGATIONICVICVIRR HHIRRIGATION IRRHHIRRHHIRR HHIRRIGATIONIRRIGATIONIRRIGATION ICVIRRHHIRR HHIRR HHUGPUGPUGP UGP TOBUILDINGICVI R R I G A T I O N IRR HHIRRIGATIONIRRHHIRRHHIRRHHICVIRR HHIRR HHICVPVT(QLD)PVT(QLD)PVT (QLD)TOBUILDINGS/LICVIRR HHIRR HHIRRIGA T I O N DUCTDUCTUGPUGPUGPUGPUGPUGPUGPICVIRRIGATIONIRR HHIRRHHIRR HHICVICVIRRIGATIONIRR IGAT IONPVTIRRIGATIONIRR HHIRR HHIRR HHIRR HHICVICVIRR HHIRR HHIRR HHIRRHHICVIRRHHIRR IGAT ION IRRIGATIONIRRIGATIONIRRIGATIONUNKSIZE/TYPESVCUGPUGPICVUFO IRRIGATIONABANDONEDICVS/LS/ L S/LS/LUGPUGPUGPEOIIRRIGATION IRRIGATIONUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPP V T 1.5" SVCG(QLD)UGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)IRRPEDIRRPEDCHILLEDWATERSEND/RETURNHOTWATERSEND/RETURNWWWWW W W W WWWWWWW W W W W WWSTORM GRATETOP=440.91INV IN=436.86INV OUT=436.11STORM GRATETOP=447.88INV OUT=444.68STORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.6815" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02EL@DOOR=451.998" BLOCK WALLSFLAGSTONE PATIOGRAVEL PARKINGWOOD FENCEVOLLEYBALLCONC. COLUMNS(TYP)ASPHALTASPHALT10" PVC PIPE(END NOT OBSERVED)SANGRAVELBRICK SIDEWALKGRAVELGRAVELGRAVEL3'X3' CONC. PADW/ RAIN BARRELSTAMPED CONCRETEBRICK WALLEL@DOOR=449.2115" CONC PIPE15" CONC PIPEXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGG4 4 5 450442443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 245 3 4 5 4 44 9 455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454 455456 457458 459 4604614624 4 0 4 4 1 442443 44 4 435 436437438439445443444446 4554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA6"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)445446 447 4 4 8 4 49 45 1 452453435 436440445438439441442443444 446447448 449436437438438 438437438UGP UGPEOIEOIEOIE O I EOIEOIBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXSLTFMRTFMRSLHBSLBOXBOXBOXBOXBOXBOXBOXBOXBOXSLBOXSLHBBOXBOXSLSLBOXBOXSLSLSLSLSLSLSLBOXBOXEMHBOXBOXBOXBOXEOISLSLBOXBOXBOXBOXBOXE O I EOIEOIEOIEOIEOIEOI T(QLC)TO BUILDINGVEHICLE CHARGE PEDELECPANELBOARDPVTCATV FOHHWMWMEOIEOIWVWMWMWVWVWVEOIEOIEOIEOIEOIEOITO POOL LIGHTSTO WALL LIGHTSTO BUILDINGTO BUILDINGTO LIGHTIN TREETO BUILDINGUGPSIZECHANGESAPLOC2" SVCGMEOI GVGMEOIEOIWVWVICVWWWTO BUILDINGTO BUILDINGEOIEOIEOIEOIUTLUTLUTLEOIEOIUTLUTL UTLEOI UTLIRRIGATIONEOIEOIEOIEOITO BUILDINGTO BUILDINGTO BUILDINGEOIEOIEOIEOIEOI EOI EOIEOITO BUILDINGTOBUILDINGSAN8'' SANSAPPROX. LOCATION15' VEPCO EASEMENTDB. 884, PG. 607JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430EBOX INSIDE OLDTV PED. CATV CUTS.25' SETBACKCLUB DRIVEWWWW445CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)HISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)C2C3C8 C9 C10G G G WWW W W W W 8''F8''F8''F 8''F 8''F HWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 6''W 6''W 6''W 6''W 4+004+505+00 5+50 6+00 6+43.31 6''W 6'' W 6'' W 6''W452453454455456457458459460461462453452451450449448447446445445444443442447448449UWACTCSITE LEGENDSTORM GRATE INLTEFIRE HYDRANTWELLWATER VAULTTRANSFOMER / ELECTRIC BOXLIGHT POLEGROUND LIGHTUTILITY VAULTUTILITY MANHOLECLEAN OUTBOLLARDSIGNHVAC UNITTELEPHONE PEDESTALCABLE PEDESTALSTEEP SLOPES - CRITICALCURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13RADIUS429.51'241.77'235.00'336.92'35.00'736.93'35.00'286.92'285.00'291.77'379.51'4516.71'1909.62'LENGTH193.03'92.01'100.28'102.97'45.38'142.59'68.61'54.55'121.61'111.04'218.90'205.08'239.97'TANGENT98.17'46.57'50.91'51.89'26.52'71.52'52.20'27.36'61.74'56.20'112.59'102.56'120.14'DELTA25°44'57"21°48'22"24°26'57"17°30'39"74°17'36"11°05'11"112°18'54"10°53'37"24°26'54"21°48'19"33°02'53"2°36'05"7°12'00"CHORD BEARINGN43°53'30"WN45°51'49"WN22°44'11"WN19°16'03"WN9°07'21"EN51°48'40"ES77°37'07"ES16°00'31"ES22°47'09"ES45°54'45"ES40°17'31"EN45°55'42"EN51°23'26"ECHORD191.41'91.46'99.52'102.57'42.27'142.37'58.14'54.47'120.69'110.37'215.88'205.06'239.81'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.1 - EXISTING.dwg | Plotted on 4/29/2019 4:22 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.04EXISTING CONDTIONS0SCALE 1"=20'40'20'NAD 83 C2.02C2.01C2.04C2.05C2.03 S46°42'27"W S44°59'37"W305.77'N44°26'47"E RPARPAASPHALTSH R U B / S M A L L TR E E A R E A SHRUB AREASH R U B / F L O W E R B E DPOOL FLOWER BEDFL O W E R B E D STAMPED CONCRETESTAMPED CONCRETEPOOLSTAMPED CONCRETESHRUB/FLOWER BEDBUMPER BLOCK(TYP)STAMPED CONCRETEWAG G R E G A T E C O N C . S I D E W A L K TENNIS COURTSTENNIS COURTSPOND1 STORY STUCCOBUILDING1 ST O R Y FRA M E SHE D COVERED BRICK AREAFRAMESHED2 STORY BRICK#3733CONCRETEPAD PLAYGROUND EQUIPMENTVINEYARDAREAAGGREGATE CONC. SIDEWALKSIDEWALKCHAIN LINK FENCECHAIN LINK FENCEGRAVEL PATHAG G R E G A T E C O N C . S I D E W 5' ALUM & IRON FENCEXXXAC AC ACAC EL@DOOR=438.08FF(STAMPED CONC)=438.13UG P UGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGTUGT UGTUGT WWWWWWWUGTUGTUGTU G P U G P UG P UGP UGP UGP UGP UG P UGP UGPUGPUGPUGP UGP UG T UG T U G T UG T WWW W W UG P W W WWW W W UTL UTL UTL UGTWWGGGUTLUTLUTLUGTUGTUGTUGTWWWW( S V C ) ( Q L D )W(QLD ) G SV C ( Q L C )ELECMETERSTANDS V C S V C IRRHHIRR I G A T I O N IRR HHIR R I G A T I O NIRR HHIRR HHIRR HHW W WW W W PVT ( Q L D )P V T ( Q L D ) PVT (QL D ) PV T ( Q L D ) EOI EOI IRRHHI RR IG A T IO N IRRIGATIONICVICVIRR HHIRRI G A T I O N IRRIGATIONPVT (QL D ) PVT (QL D ) PVT ( Q L D )UNKSIZE/TYPESVCPVTUGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)ICVSTORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.68RIP RAP15" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.778" BLOCK WALLSWOOD FENCEVOLLEYBALLNET POSTS15" C O N C P I P E 10" PVC PIPE(END NOT OBSERVED)SANSTAMPED CONCRETEBRICK WALLTOP=438.3XXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU O H U OH U XXXXXXXXXXXXX XX XXX X X X XXX X X XXXX XX XXX X XX XXXX XXXXXX X XX X 445 441 442 44 3 444 4464476"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)440445438439441442443444 4354364374 3 8438 4384354334344364374384304314324254224234244264274284294304 2 6 427 428 429431 SLSLSLSLSLSLSLSLSLSLBOXSLBOXBOXBOXBOXBOXPOSTSLBOXWVWMWMWVEO IEOIEOIEOITO POOL LIGHTSTO WALL LIGHTSTO BUILDINGTO BUILDINGTO BUILDINGUGPUGPGMEOI ICVWWWTFMR #DL37(CIRCUIT G0324)EOIEOIEOI SAN8'' SAN8'' SANSSSANITARY SEPTIC LIDTOP=423.77EBOX INSIDE OLDTV PED. CATV CUTS.100' PONDBUFFERCRITICALSLOPES (TYP.)75' SETBACK4204254304214224234244264274284294314324334344 2 0 4 2 1 WPO BUFFERROD/FKESWICK CLUB, LLCDB. 4723, PG. 596PARCEL ID: 08000-00-00-011B0THOMAS M. TAYLORDB. 5074, PG. 214PARCEL ID: 08000-00-00-011A04' WIRE FENCE12" MAPLE9" WHITE OAKXXXX XX15" RCPINV=429.85INV=430.04INV=425.088" PLASTICS46°42'27"W G G G UWACTCSITE LEGENDSTORM GRATE INLTEFIRE HYDRANTWELLWATER VAULTTRANSFOMER / ELECTRIC BOXLIGHT POLEGROUND LIGHTUTILITY VAULTUTILITY MANHOLECLEAN OUTBOLLARDSIGNHVAC UNITTELEPHONE PEDESTALCABLE PEDESTALSTEEP SLOPES - CRITICALCURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13RADIUS429.51'241.77'235.00'336.92'35.00'736.93'35.00'286.92'285.00'291.77'379.51'4516.71'1909.62'LENGTH193.03'92.01'100.28'102.97'45.38'142.59'68.61'54.55'121.61'111.04'218.90'205.08'239.97'TANGENT98.17'46.57'50.91'51.89'26.52'71.52'52.20'27.36'61.74'56.20'112.59'102.56'120.14'DELTA25°44'57"21°48'22"24°26'57"17°30'39"74°17'36"11°05'11"112°18'54"10°53'37"24°26'54"21°48'19"33°02'53"2°36'05"7°12'00"CHORD BEARINGN43°53'30"WN45°51'49"WN22°44'11"WN19°16'03"WN9°07'21"EN51°48'40"ES77°37'07"ES16°00'31"ES22°47'09"ES45°54'45"ES40°17'31"EN45°55'42"EN51°23'26"ECHORD191.41'91.46'99.52'102.57'42.27'142.37'58.14'54.47'120.69'110.37'215.88'205.06'239.81'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.1 - EXISTING.dwg | Plotted on 4/29/2019 4:23 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.05EXISTING CONDTIONS0SCALE 1"=20'40'20'NAD 83 C2.02C2.01C2.04C2.05C2.03 REMOVE HARDSCAPEREMOVE ASPHALT/CURBREMOVE TREESAW CUTLIMITS OF DISTURBANCELEGEND:XS46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 'SASPHALTASPHALTASPHALTSHRUBBEDSHRUB/SMALLSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREASHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BED SHRU B / F L O W E R B E D COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBB L E S T O N E CURB ( T Y P )ASPHALTDDEWOODSIGNCOBBLESTONE SIDEWALK ROCK WALLTOP=451.5±CONC. PAVERS SIDEWALK BRICK WALKCONC. PAVERS S IDEWA LKBRICK WALKBLOCK WALLTOP=451.8ROCK WALLTOP=451.5±STORM INLETTOP=451.88INV IN=442.75INV OUT=436.40FF (TILE)=452.421 STORY STUCCOPOWER PLANTAREA 1 STORY STUCCOBUILDINGW/ BASEMENTSTAMPED CONCRETEPOOLPLANTER BRICK SIDEWALKFF=466.52STAM P E D C O N C R E T E BRICK S I D E W A L K CONC PAVERSPAVERSCONCRETECONC/BLOCKWALLCONC STEPSPLANTER ROCK WALLCONC PAVERSFF(WOOD)=466.09STUCCO WALLEL@DOOR=446.33WW WWW WWW WUGPUGPUGPUGP UGPUGPUGPWWWWWWW UGPUGPUGPUGPUGPUGPUGP UGP UGPUGPUFOUGTUGPUGPU G P UGP UGP UFOUFOUFO UF O UFO W W W W W WWWW WWWW W W WWWWWWWWWWWWWWWUGPUGPUGPUGP UGTUGTUGTUGTUFOUFOUFOUFOW WWWWUGPUGPUGPWWWWWWWWWWWWWGGGGG(QLD) UTL UTL UTL FIREWATERTOBUILDINGHOT WATERSEND/RETURNCHILLED WATERSEND/RETURN(DOM)CHILLED WATERSEND/RETURNHOTWATERSEND/RETURNFIREWATERTOBUI LD ING FIREWATERICVICVIRRHHIRRHHIRRHHIRR HHIRRIGATIONI R R IG A T I O NICVIRRHHWIRRHH IRR IGAT IONIRRHHIRRHHICVIRR HHIRR HHICVDUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPIRRIGATIONICVIRRHHIRRHHIRRHHIRRHHIRRHHICVIRRHHICVIRRIGATIONIRRIGATION IRRIGATIONS/LS/LIRRIGATIONIRR HHIRR HHICVICVIRRIGATIONIRR IGA T IONPVTIRRIGATIONIRR HHICVICVIRRIGATION IRRIGATIONIRRIGATION SVCICVABANDONEDICVS/LUGPUGP UGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPS/LUGPUGPUGPUGPQLDICVPVTPVTPVT ICVICVWWWWWWWWWW W W WWWWWWWWWW W W W ASPHALTASPHALTASPHALTASPHALTASPHALTSTORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15" C O N C P I P EW WWWGGGG455460452453454456457458459461462 451452453454 448449 450455 447448449451452453454 440438439441442443444446444445 444 455 45 2 45 3 454 456 457 458 4504554474484494514524534544564574584594614614614614624624634634644554604524534544564574584594614 6 0 456457458459 46 1 462463 464447 445443444446UGP UGPBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXTFMRBOXSLSLSLSLEMHBOXBOXSLSLBOXBOXBOXEOIEOIEOIEOI EOI T(QLC)WVWVEOIEOIEOIEOIEOITOBUILDINGTO PLANTGMGMSIZE CHANGESAPLOCWWTO BUILDINGTO BUILDINGTO BUILDINGEOIEOIEOIUTLEOIEOIUTLUT L UTLEOI UTLUTLUTLUTLEOIEOI TOBUILDING8'' SAN 8'' SAN 8'' SAN SANITARY MHTOP=451.90INV IN=446.73INV OUT=432.6620' SANITARY SEWER EASEMENTDB. 1282, PG.430APPROX. LOCATION20' UTILITY EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430KESWICK ROAD - ROUTE 731WWWW 44044144244344443543 5 436 440448 446 36" CONC DUCT25' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACKHISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)STORM GRATETOP=441.74INV IN=439.06INV OUT=438.84(BOTTOM FILLED W/ DEBRIS)STORM GRATETOP=441.79INV IN=439.46(BOTTOM FILLED W/ DEBRIS)FDCSANSAN6'' SAN6'' SAN6'' SAN6'' SAN6'' SAN6'' SANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPUGPUGPHWRCHWRCHWS6''W6''W4''W4''WHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W W6''F8''F 6''W 4''W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSA452453454455456457458459460461462452451450453DD446445444443442D438439440441437439438439438440437 440441440441XXXXXXXXXXXXXXXXXXXREMOVELANDSCAPE AREAREMOVESHRUB AREAREMOVELANDSCAPE AREAXXXXXXXXXREMOVESTRUCTUREXXXXREMOVEIRRIGATION LINEAND ASSOCIATEDSTRUCTURESREMOVE IRRIGATION LINEAND ALL ASSOCIATEDSTRUCTURESREMOVEHARDSCAPEREMOVEHARDSCAPEXMILLASPHALTREMOVE UNDERGROUNDPOWER LINES ASSOCIATEDWITH SITE LIGHTINGREMOVESIDEWALKREMOVELIGHT POLEREMOVE POOLXXXXXXXXXXXXXXXXXXXXREMOVEIRRIGATIONLINESXREMOVEHARDSCAPEREMOVESANITARYSEWER LINEREMOVEXXXREMOVEPORTION OFWALLREMOVE INLETREMOVE IRRIGATION LINEAND ALL ASSOCIATEDSTRUCTURESREMOVE15" RCPREMOVEHARDSCAPEREMOVEIRRIGATION LINEAND ASSOCIATEDSTRUCTURESSANITARYSEWER LINETO REMAINXXXXXXXCONNECTION FOR EXIST. 15"RCP SHALL BE PLUGGEDWITHIN MANHOLEREMOVECONC. STEPSREMOVECONC./BLOCKWALLRELOCATEBOUNDARY LINEXXXXXREMOVE POOLPUMP EQUIPMENTMANHOLE TOREMAIN1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.3 - DEMOLITION.dwg | Plotted on 4/29/2019 4:25 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.06DEMOLITION PLAN NAD 830SCALE 1"=20'40'20'C2.07C2.06C2.09C2.10C2.08NOTEREMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES,IRRIGATION STRUCTURES, AND IRRIGATION LINES.REFER TO PLAN TITLED"KESWICK HALL CENTRALENERGY PLANT DEMOLITIONAND RENOVATION" SDP-2018-017FOR DESIGN INFORMATION.1111111 S49°27'30"E 131.90'S2 4 ° 4 9 ' 4 4 " W 6 8 . 4 1 'S65°01 '00 "W 146 .90 'N56°46'00"W 216.20'S1°20'24"W 376.00'S56°48'58"E 216.20'1'X'1 CONC. COLUMN1'X'1 CONC. COLUMN1'X'1 CONC. COLUMNCLUB DRIVEFAIRWAY DR IVE ASPHALTSHRUB/FLOWER BEDSHRU B / S M A L L TREE A R E A SHRUB / F L O W E R B E D CROQUET A R E A COBBLESTONECURB (TYP)ASPHALTASPHALTCTTDDCOBBLESTONEBAND1 STORYCONCRETE BUILDINGRAISED 6" WOODPLANTERS W/ FLOWERS 3 STORY STUCCOBUILDINGW/ BASEMENTSTAM E P E D C O N C R E T E BRICK PAVERSCOBBLESTONE BANDACFF=435.59(4) BRICKSTEPSHAND RAILBRICK SIDEWALK2' PAVERSWOOD GAZEBOCONCRETE PADW/ WOODEN STATUEFOUNTAINCOLUMN(TYP)ROCK WALLTOP=443±ROCK WALLTOP=443±4' WOOD FENCEGRAVEL 4' WOOD FENCE4' WOOD FENCERUBBER SURFACE GOLF CART PATHBRICK SIDEWALKBRICKFF=466.58FF=466.52STAMP E D C O N C R E T E BRICKWALLBRICK WALLTOP=451.6BRICK S I D E W A L KBRICKFF (TILE)=452.62WWUGPUTL UTLUTLUGTUGTUGTUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGPUGPUGPUGPUGPUGT UGTUGTUGTUGPUGPUGPUTLUTLUGPUGPUGTUGT UGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU G P WWWWWWWWWWWW UGPUGPUGPUGPUGPUGPUGPUGPW WWWW UGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUGTUGTUGTUGTUGTWWWWWWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUFOUGTW UGPUGP UFOUFOW WWWWWWWW W W UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG G G G G1.5" SVCG(QLD)W(QLD)UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUGPICVIRRIGATIONIRR HHIRRIGATIONIRRHHUGPIR R I G A T I O NIRRHH IRR HHIRR HHIRRIGATIONIRR HHIRR HHIRR HHICVICVIRR HHIRR HHTOBUILDINGS/LICVIRR HHIRR HHIRRIGATION DUCTUGPUGPIRR HHIRRHHIRR HHICVICVIRRIGATIONPVTIRRIGATIONIRR HHICVIRR HHIRRHHICVIRRIGATIONUGPUGPICV IRRIGATIONEOI1.5" SVCG(QLD)BRICKCOLUMNCHILLEDWATERSEND/RETURNHOTWATERSEND/RETURNWWWWW WWWWWW EO I STORM GRATETOP=440.91INV IN=436.86INV OUT=436.11STORM GRATETOP=431.92INV IN=427.02INV OUT=426.74STORM GRATETOP=447.88INV OUT=444.68ASPHALTGRAVELBRICK SIDEWALKGRAVELGRAVELGRAVEL3'X3' CONC. PADW/ RAIN BARREL15" CONC PIPE15" CONC PIPESTORM MANOLETOP=437.16INV IN(NE)=431.41INV IN(NW)=429.38INV OUT=429.3715" C O N C P I P E (E N D N O T O B S E R V E D ) X XX XXGGGGGGGGGGGGGG461462463455460453454456457458459461462453454455456457458459460461462 425 4304 3 5 4 40 42 2 42342442642742842943143 243343443643743 8 43 9 441 415 420 425 430 435440 416 417 418 419 421 422423424 426 427 428 429431 432 433 434 4364 3 7 438439 441 442443 444435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448 44945 1 445 450 444 446 447 448 449 451 455 45 2 45 3 454 456 457 450 450 449 449 451445443444446 464430435429 431432433 434436437430429 431432433 445446 447 448 449 UGPEOIEOIEOIEOIEOIEOIBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOX SLSLBOXSLHBBOXBOXBOXBOXHBSLTFMRTFMRSLBOXBOXBOXBOXBOXBOXBOXBOXBOXEOIBOXEOITO BUILDINGVEHICLE CHARGE PEDELECPANELBOARDPVTPVTCATV FOHHWVWVWVWMWMEOIEOIEOIEOIEOISIZECHANGESAPLOC2" SVCGMEOIEOIWVWVTO BUILDINGTO BUILDINGEOIEOIEOIUTLUTLUTLEOIEOIUTLUTLEOIIRRIGATIONEOIEOIEOITO BUILDING8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSSSANITARY MHTOP=437.98INV IN =425.93INV OUT=425.69SANITARY MHTOP=450.8937.98UNABLE TO REMOVE LIDAPPROX. LOCATION15' VEPCO EASEMENTDB. 1147, PG. 67520' SANITARY SEWER EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430APPROX. LOCATIONCOMMUNICATIONS EASEMENTDB. 467, PG. 10315" CONC P IPE STORM GRATETOP=408.56INV IN=404.6925' SETBACKTOBUILDINGWWWWWW442 440435 435425 415 440440 435 43025' SETBACK44544244344418" CONC PIPEW C1C2C11WWW W W W W 8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 5+506+006+43.316''W 6''W 6''W 6''W452451450449448447446445445444443442447448449450XXXXXXXXXXXXXXREMOVE HARDSCAPELANDSCAPE AREAREMOVELANDSCAPE AREAXXXXXXREMOVE FOUNTAINREMOVEHARDSCAPEREMOVEUNDERGROUNDPOWER LINESASSOCIATED WITHSITE LIGHTINGREMOVE HARDSCAPEREMOVEHARDSCAPEREMOVE BRICKWALKREMOVE PORTIONOF SHRUBSXXXXXXXXXXXXXREMOVESANITARYSEWER LINEEASEMENTREMOVESANITARYSEWER LINEREMOVESTORM INLETREMOVE15" RCPREMOVE15" RCPREMOVESTORM INLETREMOVEHARDSCAPEREMOVEREMOVEREMOVE IRRIGATION LINEAND ALL ASSOCIATEDSTRUCTURESREMOVE 15''STORM PIPEXXXXMANHOLE TOREMAINREMOVE REMOVESANITARYSEWER LINETO REMAINXXREMOVEREMOVEPORTIONSANITARYSEWER LINEXXXREMOVE PORTION OFSANITARY SEWER LINEREMOVE HARDSCAPEREMOVE ASPHALT/CURBREMOVE TREESAW CUTLIMITS OF DISTURBANCELEGEND:X1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.3 - DEMOLITION.dwg | Plotted on 4/29/2019 4:25 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.07DEMOLITION PLAN 0SCALE 1"=20'40'20'NAD 83 C2.07C2.06C2.09C2.10C2.08NOTEREMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES,IRRIGATION STRUCTURES, AND IRRIGATION LINES.1111 N10°30'44"W 50.29'S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'47 . 6 8 ' 14 0 . 4 5 ' N 4 6 ° 1 6 ' 0 4 " E C 4 8 N46°18'04 " E 9 8 . 5 7 'S10°33'42"E 50.29'N 4 8 ° 3 5 ' 0 8 " E 1 2 5 . 5 6 ' N47°37'11" E 4 1 1 . 3 9 'ASPHALTASPHALTASPHALTASPHALTSHRUB/FLOWER BEDSHRUBBEDSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREASHRUB/SMALLTREE AREAHRUB/SMALLREE AREA SHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BEDCOBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBB L E S T O N E CURB ( T Y P )ASPHALTDDEWOODSIGNTENNIS COURTSTENNIS COURTSCOBBLESTONE AREACOBBLESTONE S IDEWA LK ROCK WALLTOP=451.5±CONC. PAVERS S IDEWA LK BRICK WALKCONC. PAVERS S IDEWA LKBRICK WALKBLOCK WALLTOP=451.8ROCK WALLTOP=451.5±STORM INLETTOP=451.88INV IN=442.75INV OUT=436.40FF (TILE)=452.421 STORY S TUCCO POWER PLANTAREA1 STORY STUCCOBUILDINGW/ BASEMENTBRICK PAVERSCOBBL E S T O N E B A N D 6' IRON FENCEW/ COLUMNS6' IRON FENCEW/ COLUMNS2' WIDE ROCK WALLTOP=442±1' WIDE ROCK WALLTOP=442±GRAVEL6" WIDE WOOD WALLTOP=442±CHAIN LINK FENCEGGREGATE CONC. SIDEWALK 5.5' IRON FENCEW/ CONC. COLUMNSCONC. COLUMNS(TYP)PLANTER6.5' IRON FENCEW/ CONC. COLUMNS6.5' IRON FENCEW/ CONC. COLUMNSFOUNTAINCOLUMN(TYP)BRICK SIDEWALKPAVERSPLAN TER ROCK WALLCONC PAVERSFF(WOOD)=466.09STUCCO WALLEL@DOOR= 4 4 6 .33 KE S W I C K R O A D - R O U T E 7 3 1 UGP UGPUGP UGP UGPUGPUGPUGPUGPUTL WWWWW WW WWUGPUGPUGPU G PUGPUGP UGPUGP UGP UGPUGPUGPUGPWWWUG P WWWWWW W W WWUTLUTLWWWWWWWW UGT UGTUGTUGTUTLUGTUGTUGTGUGPUGPWWW WWWW WUGPUGPUGPUGPUGPUGPWWUGPUGPUGPUGPUGPU G P U G P UG P UGPUGP UGPUGPUGP UGPUGPUGPUGPU G P UGP UFOUF O UFOW W W W W WWWW WWWW W W W WWWWWWWWWWWWWWWUGPUGPUGPUGP UGTUGTUGTUGTUFOUFOUFOUFOW WWWWUGPUGPUGPWWWWWWWWWWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGG(QLD ) UTL UTL UTLUTL FIREWATERTOBUILDINGHOT WATERSEND/RETURNCHILLED WATERSEND/RETURN(DOM)CHILLED WATERSEND/RETURNHOTWATERSEND/RETURNF IREWATER TOBUI LD ING FIREWATERIRRHHIRRHHIRR HHIRRIGATIONIRRIGATIONIRRI G A T I O N ICVIRRHHIRR HHIRR HHUGP UGPUGP IRR HHIRR HHICVDUCTDUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPIRRIGATIONICVIRRHHIRRHHIRRHHIRRHHIRRHHICVIRRHHICVIRRIGATIONIRR IG A T ION IRRIGATIONS/LS/LIRRIGATIONIRR HHIRRHHIRR HHICVICVIRRIGATIONPVTIRRIGATIONIRR HHIRR HHIRR HHIRR HHIRR HHICVICVICVIRR IGA T IO N IRRIGATIONIRRIGATIONI R R I G A T I O N SVC 1. 2 5 "ICVUFO UFO UFO UFO ABANDONEDICVS/LS/ L S/LS/LS/LS/L S/ L S/LUGPUGPUGP U G P U G P UG P UGPUGPU G P UGP U G P UGPUGPUGPEOIIRRIGATIONIRRIGATIONUGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPU G P UGPUGPUGPU G P UG P UGPUGP U G P UGPUGPUGPUGPUGPS/LS/LUGPUGPUGPUGPQLDUGP PVT PVTPVT ICVICVWWWWWWWWWW W W W WWWWWWWWWW W W W W CONC. COLUMNS(TYP)ASPHALTASPHALTASPHALTASPHALTASPHALTSTORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15" C O N C P I P E GRAVELOHU XX WWWWXXXX XX XXXXXXX X X X X XXXXXXGG GGGGGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2 4434444464 4 7 44 8 44 9 4 5 1 452 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 446 4 4 7 450455 44744 8 4494514524534544404384394414424434444464444624554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA44 7440 4454 3 8 439441442443444435434 436437445446447448 449UGP UGPBOXBOXBOXBOXBOXSLBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXTFMRBOXSLSLSLSLBOXHBSLHBBOXBOXUPSLSLBOXBOXBOXSLSLSLSLSLEMHBOXBOXBOXBOXSLSLBOXBOXBOXEOIEOIEOIEOIEOI EOIEOIEOI T(QLC)THBWVWVEOIEOIEOIEOIEOITOBUILDINGTO PLANTGMGMSIZE CHANGESAPLOCGVGVWWTO BUILDINGTO BUILDINGEOIEOIUTLUTLEOIEOIUTLUTL UTLEOI UTLUTLUTLUTLEOIEOI EOI EOIEOIEOI EOI LIMITS OFSURVEYEOIEOI APPROX. LOCATION 15'VEPCO EASEMENTDB. 1228, PG. 542UNSPECIFIED WIDTHELECTRIC EASEMENTDB. 1282, PG. 430APPROX. LOCATION20' UTILITY EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430CLUB DRIVEK E S W I C K R O A D - R O WWWW440441442443444448 446 36" CONC DUCT2 5 ' P A R K I N G S E T B A C K 25 ' P A R K I N G S E T B A C K (T I E L I N E )C3C4 C5 C 6C7C8 C9 STORM GRATETOP=441.74INV IN=439.06INV OUT=438.84(BOTTOM FILLED W/ DEBRIS)STORM GRATETOP=441.79INV IN=439.46(BOTTOM FILLED W/ DEBRIS)FDCSANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W W6''F8''F 6''W 4'' W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSA452453454460DD446445444443442D438439440441437440441440441XXXXXXXXXXXXXXXXXXXXXXXXXXXXREMOVEASPHALTSAWCUTREMOVELANDSCAPE AREAXREMOVELANDSCAPE AREAREMOVEIRON FENCEREMOVESHRUB AREAXXXXXXXXXXXXXMILLASPHALTREMOVE UNDERGROUNDPOWER LINES ASSOCIATEDWITH SITE LIGHTINGREMOVESIDEWALKREMOVELIGHT POLEREMOVELIGHT POLEXXXXXXXXXXXXXXXXXXXXREMOVEIRRIGATIONLINESXXREMOVE IRRIGATION LINEAND ALL ASSOCIATEDSTRUCTURESREMOVE15" RCPSAWCUTXXXXXXXREMOVEXXCONNECTION FOR EXIST. 15"RCP SHALL BE PLUGGEDWITHIN MANHOLERELOCATEBOUNDARY LINEXREMOVESIGNXHEDGE TOREMAINXREMOVE HARDSCAPEREMOVE ASPHALT/CURBREMOVE TREESAW CUTLIMITS OF DISTURBANCELEGEND:X1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.3 - DEMOLITION.dwg | Plotted on 4/29/2019 4:26 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.08DEMOLITION PLAN 0SCALE 1"=20'40'20'NAD 83 C2.07C2.06C2.09C2.10C2.08NOTEREMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES,IRRIGATION STRUCTURES, AND IRRIGATION LINES.1111111 N56°46'00"W 216.20'N34°57'38"W 228.29'N10°30'44"W 50.29'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 ' N46°18'04"E 98.5 7 'S10°33'42"E 50.29'S35°00'36"E 228.29'S56°48'58"E 216.20'1'X'1 CONC. COLUMN1'X'1 CONC. COLUMNCLUB DRIVEASPHALTASPHALTASPHALTSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA SHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BEDSHRUB AREASHRUB/FLOWER BED COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBB L E S T O N E CURB ( T Y P )ASPHALTASPHALTPOOLFLOWER BEDSTAMPED CONCRETESTAMPED CONCRETE4' GRAVEL PATHEWOODSIGNAGGREGATE CONC. SIDEWALK TENNIS COURTSTENNIS COURTSCOBBLESTONE AREA1 STORY STUCCOBUILDING1 STORYFRAMESHED 1 STORYBLOCK/STUCCOBUILDINGVINEYARDAREA3 STORY STUCCOBUILDINGW/ BASEMENTBRICK PAVERSCOBBL E S T O N E B A N DTAGGREGATE CONC. SIDEWALK6' IRON FENCEW/ COLUMNS6' IRON FENCEW/ COLUMNS2' WIDE ROCK WALLTOP=442±1' WIDE ROCK WALLTOP=442±GRAVEL6" WIDE WOOD WALLTOP=442±CHAIN LINK FENCECHAIN LINK FENCEGRAVEL PATHAGGREGATE CONC. SIDEWALK 5.5' IRON FENCEW/ CONC. COLUMNSCONC. COLUMNS(TYP)6.5' IRON FENCEW/ CONC. COLUMNSACACAC ACACAC(2) GRANITESTEPS(7) WOODSTEPSWOOD DECK(4) BRICKSTEPSHAND RAILB R I C K S ID EW A L K FOUNTAINCOLUMN(TYP)ROCK WALLTOP=443±ROCK WALLTOP=443±B R I C K / C O N C S I D E W A L K BRICK SIDEWALKBRICK FF=466.58FF=466.52FF (TILE)=452.62EL@DOOR=438.08FF(STAMPED CONC)=438.131 STORY STUCCOBUILDINGUGPUGPUGP WWWWWWWWWWWWWWWWWUGT UGT UGT UGT WWW W W UGPWWWWWWWUGPUGPUGPUGPUTLUTLUTL UGTUGTUGPUTLU T L U G PUGPUGTUGT UGT UGTUGTUGP UGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPWWUGTUGTUTLUTLUGPUGTUTLWUGTUGPUCATVUGPUG P UGTUGT UGTUGTUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWWWUGPUGPUGPUGPUGPUGPUGPWWWWW WW WWUGPUGPUGPU G PUGPUGP UGPUGP UGP UGPUGPUGPUGPWWWUGP WWWWWWW W W WWUTLUTLWWWWWWWW UGTUGT UGTGGGG UGTUGTUGTWWW WUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUTLU G T UGTUGTUGTU G TWWWW W W UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGP UGP UFOUGTWUGPUGPU G P UGP UGPUGP UFOUFOUFO UF O UFO WWW W W W WWWW WWWW W W W W W WWUGTUFOWWUTLUTLUTLUGTUGTUGTUGTWWWW(SVC) (QLD)W(QLD)UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG SVC(QLC) G G G G G1.5 " SVCG(QLD )W(QLD)UTL UTL UTLUTL UTLUTLIRR HHIRRIGATIONIRR HHIRR HHIRR HHWW W WPVT (QLD)PVT (QLD)IRRHHIRRIGATION IRRIGATIONIRRIGATIONICVICVIRR HHIRRIGATION IRRHHIRRHHIRR HHIRRIGATIONIRRIGATIONIRRIGATION ICVIRRHHIRR HHIRR HHUGPUGPUGP UGP TOBUILDINGICVI R R I G A T I O N IRR HHIRRIGATIONIRRHHIRRHHIRRHHICVIRR HHIRR HHICVPVT(QLD)PVT(QLD)PVT (QLD)TOBUILDINGS/LICVIRR HHIRR HHIRRIGA T I O N DUCTDUCTUGPUGPUGPUGPUGPUGPUGPICVIRRIGATIONIRR HHIRRHHIRR HHICVICVIRRIGATIONIRR IGAT IONPVTIRRIGATIONIRR HHIRR HHIRR HHIRR HHICVICVIRR HHIRR HHIRR HHIRRHHICVIRRHHIRR IGAT ION IRRIGATIONIRRIGATIONIRRIGATIONUNKSIZE/TYPESVCUGPUGPICVUFO IRRIGATIONABANDONEDICVS/LS/ L S/LS/LUGPUGPUGPEOIIRRIGATION IRRIGATIONUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPP V T 1.5" SVCG(QLD)UGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)IRRPEDIRRPEDCHILLEDWATERSEND/RETURNHOTWATERSEND/RETURNWWWWW W W W WWWWWWW W W W W WWSTORM GRATETOP=440.91INV IN=436.86INV OUT=436.11STORM GRATETOP=447.88INV OUT=444.68STORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.6815" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02EL@DOOR=451.998" BLOCK WALLSFLAGSTONE PATIOGRAVEL PARKINGWOOD FENCEVOLLEYBALLCONC. COLUMNS(TYP)ASPHALTASPHALT10" PVC PIPE(END NOT OBSERVED)SANGRAVELBRICK SIDEWALKGRAVELGRAVELGRAVEL3'X3' CONC. PADW/ RAIN BARRELSTAMPED CONCRETEBRICK WALLEL@DOOR=449.2115" CONC PIPE15" CONC PIPEXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGG4 4 5 450442443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 245 3 4 5 4 44 9 455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454 455456 457458 459 4604614624 4 0 4 4 1 442443 44 4 435 436437438439445443444446 4554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA6"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)445446 447 4 4 8 4 49 45 1 452453435 436440445438439441442443444 446447448 449436437438438 438437438UGP UGPEOIEOIEOIE O I EOIEOIBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXBOXSLTFMRTFMRSLHBSLBOXBOXBOXBOXBOXBOXBOXBOXBOXSLBOXSLHBBOXBOXSLSLBOXBOXSLSLSLSLSLSLSLBOXBOXEMHBOXBOXBOXBOXEOISLSLBOXBOXBOXBOXBOXE O I EOIEOIEOIEOIEOIEOI T(QLC)TO BUILDINGVEHICLE CHARGE PEDELECPANELBOARDPVTCATV FOHHWMWMEOIEOIWVWMWMWVWVWVEOIEOIEOIEOIEOIEOITO POOL LIGHTSTO WALL LIGHTSTO BUILDINGTO BUILDINGTO LIGHTIN TREETO BUILDINGUGPSIZECHANGESAPLOC2" SVCGMEOI GVGMEOIEOIWVWVICVWWWTO BUILDINGTO BUILDINGEOIEOIEOIEOIUTLUTLUTLEOIEOIUTLUTL UTLEOI UTLIRRIGATIONEOIEOIEOIEOITO BUILDINGTO BUILDINGTO BUILDINGEOIEOIEOIEOIEOI EOI EOIEOITO BUILDINGTOBUILDINGSAN8'' SANSAPPROX. LOCATION15' VEPCO EASEMENTDB. 884, PG. 607JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430EBOX INSIDE OLDTV PED. CATV CUTS.25' SETBACKCLUB DRIVEWWWW445HISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)C2C3C8 C9 C10G G G WWW W W W W 8''F8''F8''F 8''F 8''F HWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 6''W 6''W 6''W 6''W 4+004+505+00 5+50 6+00 6+43.31 6''W 6'' W 6'' W 6''W452453454455456457458459460461462453452451450449448447446445445444443442447448449XXXXXXXXXXXXXXXXXXXXXXXXREMOVEASPHALTSAWCUTSAWCUTREMOVE HARDSCAPEREMOVELANDSCAPE AREAXREMOVELANDSCAPE AREAREMOVELANDSCAPE AREAXXXXXXXXXXXXXREMOVE FOUNTAINREMOVESTRUCTUREXXXIRRIGATION LINEAND ASSOCIATEDSTRUCTURESREMOVE IRRIGATION LINEAND ALL ASSOCIATEDSTRUCTURESREMOVEHARDSCAPEREMOVEHARDSCAPEXREMOVE UNDERGROUNDPOWER LINES ASSOCIATEDWITH SITE LIGHTINGREMOVEUNDERGROUNDPOWER LINESASSOCIATED WITHSITE LIGHTINGREMOVESIDEWALKREMOVE HARDSCAPEREMOVE PORTIONOF SHRUBSREMOVE PORTIONBRIC/CONC.SIDEWALKREMOVEPORTION OFIRRIGATION LINEREMOVELIGHT POLEREMOVELIGHT POLEREMOVELIGHT POLEREMOVE POOLXXXXXXXXXXXXXXXXREMOVEIRRIGATIONLINESREMOVESANITARYSEWER LINEEASEMENTREMOVESANITARYSEWER LINEREMOVESTORM INLETREMOVE15" RCPREMOVE15" RCPREMOVESTORM INLETXREMOVE IRRIGATION LINEAND ALL ASSOCIATEDSTRUCTURESXREMOVE INLETXXXXXREMOVEREMOVESIGNPORTION OF GAS LINE TOBE REMOVED/ABANDONEDIN PLACEXXXHEDGE TOREMAINXREMOVE POOLPUMP EQUIPMENTREMOVE HARDSCAPEREMOVE ASPHALT/CURBREMOVE TREESAW CUTLIMITS OF DISTURBANCELEGEND:X1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.3 - DEMOLITION.dwg | Plotted on 4/29/2019 4:26 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.09DEMOLITION PLAN0SCALE 1"=20'40'20'NAD 83 C2.07C2.06C2.09C2.10C2.08NOTEREMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES,IRRIGATION STRUCTURES, AND IRRIGATION LINES.111111 S46°42'27"W S44°59'37"W305.77'N44°26'47"E RPARPAASPHALTSH R U B / S M A L L TR E E A R E A SHRUB AREASH R U B / F L O W E R B E DPOOL FLOWER BEDFL O W E R B E D STAMPED CONCRETESTAMPED CONCRETEPOOLSTAMPED CONCRETESHRUB/FLOWER BEDBUMPER BLOCK(TYP)STAMPED CONCRETEWAG G R E G A T E C O N C . S I D E W A L K TENNIS COURTSTENNIS COURTSPOND1 STORY STUCCOBUILDING1 ST O R Y FRA M E SHE D COVERED BRICK AREAFRAMESHED2 STORY BRICK#3733CONCRETEPAD PLAYGROUND EQUIPMENTVINEYARDAREAAGGREGATE CONC. SIDEWALKSIDEWALKCHAIN LINK FENCECHAIN LINK FENCEGRAVEL PATHAG G R E G A T E C O N C . S I D E W 5' ALUM & IRON FENCEXXXAC AC AC AC EL@DOOR=438.08FF(STAMPED CONC)=438.13UG P UGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGTUGT UGTUGT WWWWWWWUGTUGTUGTU G P U G P UG P UGP UGP UGP UGP UG P UGP UGPUGPUGPUGP UGP UG T UG T U G T UG T WWW W W UG P W W WWW W W UTL UTL UTL UGTWWGGGUTLUTLUTLUGTUGTUGTUGTWWWW( S V C ) ( Q L D )W(QLD ) G SV C ( Q L C )ELECMETERSTANDS V C S V C IRRHHIRR I G A T I O N IRR HHIR R I G A T I O NIRR HHIRR HHIRR HHW W WW W W PVT ( Q L D )P V T ( Q L D ) PVT (QL D ) PV T ( Q L D ) EOI EOI IRRHHI R R I G A T I O N IRRIGATIONICVICVIRR HHIRRI G A T I O N IRRIGATIONPVT (QL D ) PVT (QL D ) PVT ( Q L D )UNKSIZE/TYPESVCPVTUGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)ICVSTORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.68RIP RAP15" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.778" BLOCK WALLSWOOD FENCEVOLLEYBALLNET POSTS15" C O N C P I P E 10" PVC PIPE(END NOT OBSERVED)SANSTAMPED CONCRETEBRICK WALLTOP=438.3XXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU O H U OH U XXXXXXXXXXXXX XX XXX X X X XXX X X XXXX XX XXX X XX XXXX XXXXXX X XX X 445 441 442 44 3 444 4464476"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)440445438439441442443444 4354364374 3 8438 4384354334344364374384304314324254224234244264274284294304 2 6 427 428 429431 SLSLSLSLSLSLSLSLSLSLBOXSLBOXBOXBOXBOXBOXPOSTSLBOXWVWMWMWVEO IEOIEOIEOITO POOL LIGHTSTO WALL LIGHTSTO BUILDINGTO BUILDINGTO BUILDINGUGPUGPGMEOI ICVWWWTFMR #DL37(CIRCUIT G0324)EOIEOIEOI SAN8'' SAN8'' SANSSSANITARY SEPTIC LIDTOP=423.77EBOX INSIDE OLDTV PED. CATV CUTS.100' PONDBUFFER75' SETBACK4204254304214224234244264274284294314324334344 2 0 4 2 1 WPO BUFFERROD/FKESWICK CLUB, LLCDB. 4723, PG. 596PARCEL ID: 08000-00-00-011B0THOMAS M. TAYLORDB. 5074, PG. 214PARCEL ID: 08000-00-00-011A04' WIRE FENCE12" MAPLE9" WHITE OAKXXXX XX15" RCPINV=429.85INV=430.04INV=425.088" PLASTICS46°42'27"W G G GREMOVEASPHALTSAWCUTXREMOVESTORM PIPEREMOVESHEDPROPERTY LINETO BE VACATEDXXREMOVEFENCEPORTION OF GAS LINE TOBE REMOVED/ABANDONEDIN PLACEREMOVE HARDSCAPEREMOVE ASPHALT/CURBREMOVE TREESAW CUTLIMITS OF DISTURBANCELEGEND:X1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C2.3 - DEMOLITION.dwg | Plotted on 4/29/2019 4:27 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C2.10DEMOLITION PLAN0SCALE 1"=20'40'20'NAD 83 C2.07C2.06C2.09C2.10C2.08NOTEREMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES,IRRIGATION STRUCTURES, AND IRRIGATION LINES. 1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.0 - E&S NOTES.dwg | Plotted on 4/29/2019 4:27 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.00EROSION AND SEDIMENT NOTES AND DETAILSNo ScaleSAFETY FENCEPOLYETHYLENEFABRIC (ATTACHTO POSTS WITHMETAL TIEWIRES.)CONVENTIONALMETAL (T) OR(U) POSTSBRACINGCONCRETE FOOTINGGROUND LINELINE POSTWIREFABRIC3.38STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTIONFENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD,GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NOGREATER THAN 6' ON CENTER. EVERY NINTH POST SHALLCONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THEFENCE AS A TREE PROTECTION FENCE.TABLE 3.32-DSITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREAMINIMUM CARE LAWNCOMMERCIAL OR RESIDENTIALKENTUCKY 31 OR TURF-TYPE TALL FESCUEIMPROVED PERENNIAL RYEGRASSKENTUCKY BLUEGRASSGENERAL SLOPE (3:1 OR LESS)KENTUCKY 31 FESCUERED TOP GRASSSEASONAL NURSE CROP *LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1)KENTUCKY 31 FESCUERED TOP GRASSSEASONAL NURSE CROP *CROWNVETCH **TOTAL LBS. PER ACRE175-200 LBS.90-100%0-5%0-5%128 LBS.2 LBS.20 LBS.150 LBS.108 LBS.2 LBS.20 LBS.20 LBS.150 LBS.* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATESAS STATED BELOW:FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYEMAY 1ST THROUGH AUGUST 15TH............................ FOXTAIL MILLETAUGUST 16TH THROUGH OCTOBER............................... ANNUAL RYENOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OFFARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALLOTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEUOF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEEDMUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BEADDED TO ANY SLOPE OR LOW-MAINTENANCE MIX DURING WARMERSEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.TABLE 3.31-BACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS"QUICK REFERENCE FOR ALL REGIONS"PLANTING DATESSEPT. 1 - FEB. 15FEB. 16 - APR. 30MAY 1 - AUG. 31RATE (LBS./ACRE)50-10060-10050SPECIES50/50 MIX OFANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)&CEREAL (WINTER) RYE(SECALE CEREALE)ANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)GERMAN MILLET(SETARIA ITALICA)MINIMUM STANDARDS:AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA,TECHNIQUES AND METHODS:MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISREACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREASTHAT 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.MS-2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITHSEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATIONOF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.MS-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, MATUREENOUGH TO SURVIVE AND WILL INHIBIT EROSION.MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BECONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LANDDISTURBANCE TAKES PLACE.MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTERINSTALLATION.MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAPSHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUNDTO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPESTABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY ORPERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.MS-10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATERCANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLETPROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCECHANNEL AND RECEIVING CHANNEL.MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROLSEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLEMATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESESTRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, ATEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BEMET.MS-15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHERAPPLICABLE 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 PROMOTESTABILIZATION.E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.MS-17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THETRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED ORPUBLIC 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. STREETWASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUALDEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATIONOR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY.TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BEPERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSIONAND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCYSTORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIAADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS.EROSION AND SEDIMENT CONTROL NARRATIVEPROJECT DESCRIPTIONTHIS PROJECT INCLUDES THE DEMOLITION OF EXISTING STRUCTURES, THE RENOVATION OF THE EXISTINGHOTEL BUILDING, CONSTRUCTION OF ADDITIONAL PARKING SPACES, BUILDINGS AND ASSOCIATEDUTILITIES. LIMITS OF CLEARING AND GRADING AREA IS 9.95 ACRES.ADJACENT PROPERTYTHE NORTHERN PROPERTY LINE IS BOUND BY KESWICK RD AND KESWICK HUNT CLUB. THE EASTERNPROPERTY LINE IS BOUND BY THE KESWICK GOLF COURSE. THE SOUTHERN PROPERTY LINE IS BOUND BY THEKESWICK GOLF COURSE AND SINGLE FAMILY RESIDENTIAL HOMES. THE WESTERN PROPERTY LINE IS BOUNDBY SINGLE FAMILY RESIDENTIAL HOMES.EXISTING SITE CONDITIONSTHE SITE IS CURRENTLY THE LOCATION OF THE KESWICK HALL AND GOLF CLUB.OFF-SITE AREASNO OFF-SITE AREAS WILL BE IMPACTED.CRITICAL EROSION AREASALL CRITICAL SLOPES ARE SHOWN ON PLAN SHEETS C2.01, C2.02, C2.03, C2.04, C2.05.EROSION AND SEDIMENT CONTROL MEASURESUNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROLPRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS ANDSPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVEDOR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.STORMWATER RUNOFF CONSIDERATIONSBIORETENTION FACILITIES WILL BE USED TO TREAT STORMWATER FOR QUALITY. BIORETENTION FACILITIESAND UNDERGROUND STORAGE PIPES WILL BE USED TO CONTROL OFFSITE RUNOFF.STORMWATER RUNOFF CONSIDERATIONSALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH ANDTHE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.STRUCTURAL PRACTICES:1.TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BEPROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BEMAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUDTRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.2.SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OFAREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS INDICATED.ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENTSEDIMENT FROM LEAVING THE SITE.3.STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALLDRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROMENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.4.DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF ASLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES ANDTO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT-LADEN RUNOFF TO A SEDIMENT TRAPPINGSTRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS.5.SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TODETAIN SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGHFOR THE MAJORITY OF SEDIMENT TO SETTLE OUT.6.MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT ISSTRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLYTHE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THEDESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.7.OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLINGBASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUTTING FROM SCOURING ATOUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELSBELOW THESE OUTLETS.8.DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TOSURFACE AND AIR MOVEMENT.VEGETATIVE PRACTICES:1.TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADEDAND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE ANDSHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.2.TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWINGGRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR ITIS APPLIED.3.PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVECOVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURALBEAUTY.4.SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOILSTABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECTAND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.MANAGEMENT STRATEGIES1.PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCHIMMEDIATELY FOLLOWING INSTALLATION.2.PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.3.ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TOMINIMIZE PERIMETER CONTROLS.4.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGERREQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.PERMANENT STABILIZATIONALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDINGIMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC.3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND"GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEEDTYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FORMULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED,FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.SEQUENCE OF INSTALLATIONPHASE I (SEE SHEET C3.01-C3.05)1.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR,OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COMMUNITY DEVELOPMENT.CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.2.INSTALL SILT FENCE BELOW PROPOSED SEDIMENT TRAPS AND INLET SEDIMENT TRAPS. CLEAR ANDGRADE SEDIMENT TRAPS AND INLET SEDIMENT TRAPS.3.INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSIONDIKES, INLET PROTECTION, CULVERT INLET PROTECTION.4.AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN.5.ROUGH GRADE PROJECT AREA.6.SEED ALL DENUDED AREAS PER VESCH STANDARDS.PHASE II (SEE SHEET C3.06-C3.10)1.INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENTCONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.2.FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVENDAYS AFTER FINAL GRADE IS ACHIEVED.3.ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FORSILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THESATISFACTION OF THE E&S INSPECTOR.4.ONCE THE SITE UP HILL FROM THE SEDIMENT TRAPS HAS BEEN STABILIZE AND APPROVED BY ESCINSPECTOR REMOVE, REMOVE THE SEDIMENT TRAPS AND COMPLETE ANY FINAL GRADING ORHARDSCAPE.5.CONTRACTOR SHALL INSTALL PERMEABLE PAVERS ONCE ALL UP HILL SITE HAS BEEN PERMANENTLYSTABILIZED TO PREVENT SEDIMENT FROM ENTERING THE UNDERDRAIN NETWORK.6.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISACHIEVED. SILT FENCE BELOW SEDIMENT TRAP MUST BE MAINTAINED THROUGH GRADING ANDCONSTRUCTION.7.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSIONCONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.GENERAL EROSION AND SEDIMENT CONTROL NOTES:ES-1:UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURALEROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS ANDSPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROLREGULATIONS.ES-2:THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUINGREVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.ES-3:PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP INCLEARING, GRADING, OR LAND DISTURBANCE.ES-4:MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALLTIMES.ES-5:PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT ASUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLINGEROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE.ES-6:PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANDSEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)ES-7:ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMESDURING LAND-DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.ES-8:DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.ES-9:INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCINGRAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESSOF THE EROSION CONTROL DEVICES IMMEDIATELY.GRAVEL CURB INLET SEDIMENT FILTERRUNOFF WATERGRAVEL FILTER12"WIRE MESHFILTERED WATERSEDIMENTCONCRETEGUTTER12"CURB INLETSPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE ATCURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TOCAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES ANDUNPROTECTED AREAS.* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.1. SET THE STAKES.2. EXCAVATE A 4"X 4" TRENCH UPSLOPEALONG THE LINE OF STAKES.3. STAPLE FILTER MATERIAL TO STAKES ANDEXTEND IT INTO THE TRENCH.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.6'MAX.FLOW4"FLOWSHEET FLOW INSTALLATION(PERSPECTIVE VIEW)POINTS A SHOULD BE HIGHER THAN POINT B.DRAINAGEWAY INSTALLATION(FRONT ELEVATION)3'MAX.AAFLOW3.313.32STORMWATER INLET PROTECTIONSILT FENCE (W/O WIRE SUPPORT)PERMANENT SEEDING MIX FOR PIEDMONT AREATEMPORARY SEEDING PLANT MATERIALSNo ScaleNo ScaleNo ScaleNo ScalePERSPECTIVE VIEWPLASTIC FENCEPERSPECTIVE VIEWMETAL FENCEPERSPECTIVE VIEW3.103.07- 63.02STORM DRAIN INLET PROTECTION3.07-13.05-2No Scale3.05-1SOILS INFORMATION:46B - LIGNUM SILT LOAM, 2 TO 7 PERCENT SLOPES. 40 TO 60INCHES TO PARALITHIC BEDROCK, MODERATELY WELL DRAINED.HYDROLOGIC SOIL GROUP: D51B - MANTEO CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES. 15TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELYDRAINED. HYDROLOGIC SOIL GROUP: D51C - MANTEO CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES. 10TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELYDRAINED. HYDROLOGIC SOIL GROUP: D51D - MANTEO CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES.10 TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELYDRAINED. HYDROLOGIC SOIL GROUP: D62B - NASON SILT LOAM, 2 TO 7 PERCENT SLOPES. 40 TO 60INCHES TO PARALITHIC BEDROCK, WELL DRAINED. HYDROLOGICSOIL GROUP: B77 - RIVERVIEW-CHEWACLA COMPLEX. MORE THAN 80 INCHES TORESTRICTIVE FEATURES, WELL DRAINED. HYDROLOGIC SOILGROUP: BSILT FENCE (WITH WIRE SUPPORT)TREE PROTECTIONNo ScaleSTONE CONSTRUCTION ENTRANCENo ScaleSSFSFIPCEIPSAFPSTSTPNo ScaleNo Scale3.13SEDIMENT TRAP #2ST2EXCAVATED DROP INLET SEDIMENT TRAPFLOWFLOWFLOWFLOWSEDIMENT-LADEN RUNOFFDEPTH BELOW TOP OFINLET MIN. 1'- MAX. 2'LARGERPARTICLESSETTLE OUTWEEPHOLESFORDE-WATERINGSTORM WATER WITHLARGER PARTICLESREMOVEDDRAININLETMAX.SLOPE 2:1ASREQUIREDEXCAVATED DROP INLET SEDIMENT TRAP #3No Scale3.07-4ST3No Scale3.13SEDIMENT TRAP #1ST1No ScaleCULVERT INLET PROTECTION3.08-1CIPSILT FENCE CULVERT INLET PROTECTION**OPTIONAL STONE COMBINATIONENDWALLTOE OFFILLCULVERTFLOW TOE OFFILLSILTFENCEFLOWDISTANCE IS6' MINIMUM IFFLOW ISTOWARDEMBANKMENTFLOW2:1 1.0'1.5'2.5'CLASS IRIPRAP**VDOT #3, #357, #5, #56 OR #57 COARSEAGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE " WHEN HIGH VELOCITY OF FLOWIS EXPECTED3.202 ACRES OR LESS OF DRAINAGE AREA:(DOWNSTREAM VIEW)FILTERCLOTH(OPTIONAL)6"3'*VDOT #1 COARSEAGGREGATEFLOW2:12-10 ACRES OF DRAINAGE AREA:(DOWNSTREAM VIEW)2:1CLASS I RIPRAP6"3'*3'*3'*VDOT #1 COARSEAGGREGATEFLOWFILTERCLOTH(OPTIONAL)No ScaleROCK CHECK DAMCDSPACING BETWEEN CHECK DAMSL = THE DISTANCE SUCH THAT POINTS AAND B ARE OF EQUAL ELEVATIONALB* OR 3/4 OF DITCH HEIGHTWOODEN BAFFLENo Scale1 S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 'DDESTORM INLETTOP=451.88INV IN=442.75INV OUT=436.40WWWWW WWW WUGPUGPUGPUGP UGPUGPUGPWWWWWWW UGPUGPUGPUGPUGPUGPUGP UGP UGPUGPUFOUGTUGPUGPU G P UGP UGP UFOUFOUFO UF O UFO W W W W W WWWW WWWW W W WWWWWWWWWWWWWWWUGPUGPUGPUGP UGTUGTUGTUGTUFOUFOUFOUFOW WWWWUGPUGPUGPWWWWWWWWWWWWWGGGGUTL UTL UTL WUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUGPUGP UGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWW W W WWWWWWWWWW W W W STORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15" C O N C P I P EW WWWGGGG455460452453454456457458459461462 451452453454 448449 450455 447448449451452453454 440438439441442443444446444445 444 455 45 2 45 3 454 456 457 458 45045544744844945145245345445645745845946146146146146246246346346445546045245345445645745845946146 0 456457458459 46 1 462463 464447 445443444446UGP UGPT(QLC)WWEOIEOIEOIUTLEOIEOIUTLUT L UTLEOI UTLUTLUTLUTLEOIEOI 8'' SAN 8'' SAN 8'' SAN KESWICK ROAD - ROUTE 731WWWW 44044144244344443543 5 436 440448 446 25' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACKHISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)SANSAN6'' SAN6'' SAN6'' SAN6'' SAN6'' SAN6'' SANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPUGPUGPHWRCHWRCHWS6''W6''W4''W4''WHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W W6''F8''F 6''W 4''W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSA452453454455456457458459460461462452451450453DD446445444443442D438439440441437439438439438440437 440441440441SOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51DSOIL TYPE:51BTPTPTP TPTPTPTPTPTPTPTPTP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTP TPTP TPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTOTAL LIMITS OFDISTURBANCE = 9.95 ACTPTP TP TP TPTPSOIL STOCKPILESTOCKPILETOTAL LIMITS OFDISTURBANCE = 9.95 ACTPTP TPTP TOTAL LIMITS OFDISTURBANCE = 9.95 ACIPIPIPTPTPTPTPTPTPTPTPSSFSSFSSFDCTSTSDCTSDCTSDCTSDCTSDCTSTPSFSFSSFSFSSFTPSFSFSFTPTPTPTP TPTPTP SF1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.1 - E&S PHASE I.dwg | Plotted on 4/29/2019 4:29 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.01EROSION AND SEDIMENT CONTROL PHASE I C3.02C3.01C3.04C3.05C3.030SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS111111 CLUB DRIVEFAIRWAY DR IVE ASPHALTCTTDDRAISED 6" WOODPLANTERS W/ FLOWERS AC2' PAVERSWOOD GAZEBOCONCRETE PADW/ WOODEN STATUEGRAVEL 4' WOOD FENCE4' WOOD FENCEWWUGPUTLUTLUGTUGTUGTUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGPUGPUGPUGPUGPUGT UGTUGTUGTUGPUGPUGPUTLUTLUGPUGPUGTUGT UGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU G P WWWWWWWWWWWW UGPUGPUGPUGPUGPUGPUGPUGPUGPWW WWWW UGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUGTUGTUGTUGTUGTWWWWWWUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUFOUGTW UGPUGP UFOUFOW WWW W WWWWWW W W UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG G G G G1.5" SVCG(QLD)UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUGP UGPUGPUGPUGPUGPUGPWWWWWWWWWWWWSTORM GRATETOP=440.91INV IN=436.86INV OUT=436.11STORM GRATETOP=447.88INV OUT=444.6815" CONC PIPE15" C O N C P I P E (EN D N O T O B S E R V E D ) X XX XXGGGGGGGGGGGGG461462463455460453454456457458459461462453454455456457458459460461462 425 4304 3 5 4 40 42 2 42342442642742842943143 243343443643743 8 43 9 441 415 420 425 430 435440 416 417 418 419 421 422423424 426 427 428 429431 432 433 434 4364 3 7 438439 441 442443 444435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448 44945 1 445 450 444 446 447 448 449 451 455 45 2 45 3 454 456 457 458 450 450 449 449 451445443444446 463464430435429431432433434436437430429431432433445446447448449451UGP2" SVCEOIUTLUTLUTLUTLUTLEOI 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SANS25' SETBACKTOBUILDINGWWWWWW442 440435 435425 415 440440 435 43025' SETBACK445442443444W WWW W W W W 8''F8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W6''W 6''W 6''W 6''W452451450449448447446445445444443442447448449450SOIL TYPE:51DSOIL TYPE:51BSOIL TYPE:51BSOIL TYPE:46BTPTP TPTPTPTPTOTAL LIMITS OFDISTURBANCE = 9.95 ACCONTRACTOR TO REMOVE ORRELOCATE UTILITY LINESDURING CONSTRUCTION OFSEDIMENT TRAPEXISTING INLETTO BE USED ASSEDIMENT TRAPOUTFALLSTAGING/LAYDOWNAREATOTAL LIMITS OFDISTURBANCE = 9.95 ACIPIPIPSFSSFSSFST3DCTSDCTSDCTSDCTSDCTSDCTSDCTSDCTSDCTSDCTSDDDDCESFSFTP TPTPTPTPTP TPSFDD449448450 451 452 453454447 455 456 45778'24'WOODENBAFFLESEDIMENT TRAP #11.07 ACRE DRAINAGE AREATOTAL STORAGE REQUIRED: 143.4 CYTOTAL STORAGE PROVIDED: 183.3 CYTOP OF DAM ELEVATION: 422.0SSFSTONE WEIR4 2 5DD ST143 0 43 5 4 2 0 41 6 TPTP TPTP TPTPTP TP TPTPTPTP TPTPSSF SF1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.1 - E&S PHASE I.dwg | Plotted on 4/29/2019 4:29 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.02EROSION AND SEDIMENT CONTROL PHASE I C3.02C3.01C3.04C3.05C3.030SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS1111111 N10°30'44"W 50.29'S46°13'56"E 90.00'S20°13'56"E 147.50'S76°43'56"E 100.00'S51°13'56"E 85.65'47 . 6 8 ' 14 0 . 4 5 ' N 4 6 ° 1 6 ' 0 4 " E C 4 8 N46°18'04 " E 9 8 . 5 7 'S10°33'42"E 50.29'N 4 8 ° 3 5 ' 0 8 " E 1 2 5 . 5 6 ' N47°37'11" E 4 1 1 . 3 9 'DDESTORM INLETTOP=451.88INV IN=442.75INV OUT=436.40KE S W I C K R O A D - R O U T E 7 3 1 UGP UGPUGP UGP UGPUGPUGPUGPUGPUTL WWWWW WW WWUGPUGPUGPU G PUGPUGP UGPUGP UGP UGPUGPUGPUGPWWWUG P WWWWWW W W WWUTLUTLWWWWWWWW UGT UGTUGTUGTUTLUGTUGTUGTGUGPUGPWWW WWWW WUGPUGPUGPUGPUGPUGPWWUGPUGPUGPUGPUGPU G P U G P UG P UGPUGP UGPUGPUGP UGPUGPUGPUGPU G P UGP UFOUF O UFOW W W W W WWWW WWWW W W W WWWWWWWWWWWWWWWUGPUGPUGPUGP UGTUGTUGTUGTUFOUFOUFOUFOW WWWWUGPUGPUGPWWWWWWWWWWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGUTL UTL UTLUTL UGP UGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUFO UFO UFO UFO UGPUGPUGP U G P U G P UG P UGPUGPU G P UGP U G P UGPUGPUGPUGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPU G P UGPUGPUGPU G P UG P UGPUGP U G P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGP WWWWWWWWWW W W W WWWWWWWWWW W W W W STORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15" C O N C P I P E OHU XX WWWWXXXX XX XXXXXXX X X X X XXXXXXGG GGGGGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2 4434444464 4 7 44 8 44 9 4 5 1 452 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 446 4 4 7 450455 44744 8 4494514524534544404384394414424434444464444624554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 46444 7440 4454 3 8 439441442443444435434 436437445446447448 449UGP UGPT(QLC)THBWWEOIEOIUTLUTLEOIEOIUTLUTL UTLEOI UTLUTLUTLUTLEOIEOI EOI EOIEOIEOI EOI EOIEOI CLUB DRIVEK E S W I C K R O A D - R O WWWW440441442443444448 446 2 5 ' P A R K I N G S E T B A C K 25 ' P A R K I N G S E T B A C KHISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)(T I E L I N E )C3C4 C5 C 6C7C8 C9 SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W W6''F8''F 6''W 4'' W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSS452453454460DD446445444443442D438439440441437440441440441SOIL TYPE:SOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51CSOIL TYPE:62B51BSOIL TYPE:TP T P T P TP TP T P TPTPTP TPTP TPTPTPTPTPT P TPTPTPTP TPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTP TPTPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPSEDIMENT TRAP #2(SEE SHEET C3.0 FOR DETAIL)1.38 ACRE DRAINAGE AREATOTAL STORAGE REQUIRED: 185 CYTOTAL STORAGE PROVIDED: 195 CYTOP OF DAM ELEVATION: 444.5TOTAL LIMITS OFDISTURBANCE = 9.95 ACTOTAL LIMITS OFDISTURBANCE = 9.95 ACSSFSTONE WEIRCONTRACTOR TOPERMANENTLY REMOVEIRRIGATION AND SITELIGHTING LINES DURINGCONSTRUCTION OFSEDIMENT TRAPTPTP TP TP TPTPSOIL STOCKPILESOIL STOCKPILESTOCKPILESSFSSFTOTAL LIMITS OFDISTURBANCE = 9.95 ACTPTP TPTP IPIPIPTPTPCDTPTPTPTPTPTPTPTPTPSFSFTPST2DDDDSSFCDCDDCTSDCTSDCTSDCTSDCTSDCTSTPSFSFDCTSSSFSFCESSFTPSSF444 440 440 444 444 49'17'TPTP TPTPTPSFSFTP TPTPTP TPTPTP T P TPSFSFTPTP TPTPTPTPTPTP TPTP TPTPTP TP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.1 - E&S PHASE I.dwg | Plotted on 4/29/2019 4:30 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.03EROSION AND SEDIMENT CONTROL PHASE I C3.02C3.01C3.04C3.05C3.030SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS1111 S76°43'56"E 100.00'S51°13'56"E 85.65'N73°56'43"E 194 .80 'CLUB DRIVEETACACAC ACACACUGPUGPUGP WWWWWWWWWWWWWWWWWUGT UGT UGT UGT WWW W W UGPWWWWWWWUGPUGPUGPUGPUTLUTLUTL UGTUGTUGPUTLU T L U G PUGPUGTUGT UGT UGTUGTUGP UGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPWWUGTUGTUTLUTLUGPUGTUTLWUGTUGPUCATVUGPUG P UGTUGT UGTUGTUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWWWUGPUGPUGPUGPUGPUGPUGPWWWWW WW WWUGPUGPUGPU G PUGPUGP UGPUGP UGP UGPUGPUGPUGPWWWUGP WWWWWWW W W WWUTLUTLWWWWWWWW UGTUGT UGTGGGG UGTUGTUGTWWW WUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUTLU G T UGTUGTUGTU G TWWWW W W UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGP UGP UFOUGTWUGPUGPU G P UGP UGPUGP UFOUFOUFO UF O UFO WWW W W W WWWW WWWW W W W W W WWUGTUFOWWUTLUTLUTLUGTUGTUGTUGTWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG G G G G1.5 " SVCG(QLD ) UTL UTL UTLUTL UTLUTLWW W W UGPUGPUGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUFO UGPUGPUGP UGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGP WWWWW W W W WWWWWWW W W W W WWSTORM GRATETOP=440.91INV IN=436.86INV OUT=436.11STORM GRATETOP=447.88INV OUT=444.6810" PVC PIPE(END NOT OBSERVED)SAN15" CONC PIPE15" CONC PIPEXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGG4 4 5 450442443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 245 3 4 5 4 44 9 455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454 455456 457458 459 4604614624 4 0 4 4 1 442443 44 4 435 436437438439445443444446 4554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464445446 447 4 4 8 4 49 45 1 452453435 436440445438439441442443444 446447448 449436437438438 438437438UGP UGPT(QLC)UGP2" SVCWWWEOIEOIUTLUTLUTLUTLUTL UTLEOI UTLSAN8'' SANS25' SETBACKCLUB DRIVEWWWW445HISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)G G G WWW W W W W 8''F8''F8''F 8''F 8''F HWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6'' W 6'' W 6''W452453454455456457458459460461462453452451450449448447446445445444443442447448449SOIL TYPE:51BSOIL TYPE:46BSOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51BSOIL TYPE:46BTP TP TP TP TP T P TPTPTPTPTPTP TP TPTPTP TPTP TP TPTPEXCAVATED DROP INLET SEDIMENT TRAP #3(SEE SHEET C3.0 FOR DETAIL)1.44 ACRE DRAINAGE AREATOTAL STORAGE REQUIRED: 193.0 CYTOTAL STORAGE PROVIDED: 193.6 CYBOTTOM ELEV. = 446.9TOP INLET = 447.9TP TPTPTPT P TPTPTPTPTPTPTP TPTP TPTPTPTPTPTPTPTPTP TPTOTAL LIMITS OFDISTURBANCE = 9.95 ACTOTAL LIMITS OFDISTURBANCE = 9.95 ACSSFCONTRACTOR TO REMOVE ORRELOCATE UTILITY LINESDURING CONSTRUCTION OFSEDIMENT TRAPEXISTING INLETTO BE USED ASSEDIMENT TRAPOUTFALLSOIL STOCKPILESOIL STOCKPILESTAGING/LAYDOWNAREATPTP TPTP TPTP TPTP TPTP IPIPTPTPTPTPCDTPTPTPTPTPTPST3SSFSSFCDCDDCTSDCTSDCTSDCTSDCTSDCTSDCTSTPDCTSTPTPIPTPTPSSFTP TPTPTPTPTP TPSFDD4 4 9 4 4 8 4 5 0 4 5 1 452 453454 4 4 7 45 5 4 5 6 45778'24'WOODENBAFFLETPTP TPTP TPTP TPTPTPTPTPTPTPTPTP TPTPTPTP TPTPTP T P TPSFTPTPTP TPTP TPTPTP TP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.1 - E&S PHASE I.dwg | Plotted on 4/29/2019 4:30 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.04EROSION AND SEDIMENT CONTROL PHASE IC3.02C3.01C3.04C3.05C3.030SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS11111111 S46°42'27"W S44°59'37"W305.77'N44°26'47"E RPARPAWXXXAC AC ACAC UG P UGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGTUGT UGTUGT WWWWWWWUGTUGTUGTU G P U G P UG P UGP UGP UGP UGP UG P UGP UGPUGPUGPUGP UGP UG T UG T U G T UG T WWW W W UG P W W WWW W W UTL UTL UTL UGTWWGGGUTLUTLUTLUGTUGTUGTUGTWWWW( S V C ) ( Q L D )W(QLD )ELECMETERSTANDS V C S V C IRRHHIRR I G A T I O N IRR HHIR R I G A T I O NIRR HHIRR HHIRR HHW W WW W W PVT ( Q L D )P V T ( Q L D ) PVT (QL D ) PV T ( Q L D ) EOI EOI IRRHHI RR IG A T IO N IRRIGATIONICVICVIRR HHIRRI G A T I O N IRRIGATIONPVT (QL D ) PVT (QL D ) PVT ( Q L D )UNKSIZE/TYPEPVTUGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)ICVSTORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.68RIP RAP15" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.7715" C O N C P I P E 10" PVC PIPE(END NOT OBSERVED)SANXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU O H U OH U XXXXXXXXXXXXX XX XXX X X X XXX X X XXXX XX XXX X XX XXXX XXXXXX X XX X 445 441 442 44 3 444 4464476"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)440445438439441442443444 4354364374 3 8438 4384354334344364374384304314324254224234244264274284294304 2 6 427 428 429431 SLSLSLSLSLSLSLSLSLSLBOXSLBOXBOXBOXBOXBOXPOSTSLBOXWVWMWMWVEO IEOIEOIEOITO POOL LIGHTSTO WALL LIGHTSTO BUILDINGTO BUILDINGTO BUILDINGUGPUGPICVWWWTFMR #DL37(CIRCUIT G0324)EOIEOIEOI SAN8'' SAN8'' SANSSSANITARY SEPTIC LIDTOP=423.77EBOX INSIDE OLDTV PED. CATV CUTS.100' PONDBUFFER75' SETBACK4204254304214224234244264274284294314324334344 2 0 4 2 1 WPO BUFFERROD/FKESWICK CLUB, LLCDB. 4723, PG. 596PARCEL ID: 08000-00-00-011B0THOMAS M. TAYLORDB. 5074, PG. 214PARCEL ID: 08000-00-00-011A0XXXX XX15" RCPINV=429.85INV=430.04INV=425.088" PLASTICS46°42'27"W G G GSOIL TYPE:51BSOIL TYPE:51CTOTAL LIMITS OFDISTURBANCE = TOTAL LIMITS OFDISTURBANCE = 9.95 ACSOIL TYPE:51CSOIL TYPE:WTPTP TPTPTP TPTPSF CETPTPIPSFSFSFSFSFTPTPSSFSSFSSF1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.1 - E&S PHASE I.dwg | Plotted on 4/29/2019 4:30 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.05EROSION AND SEDIMENT CONTROL PHASE IC3.02C3.01C3.04C3.05C3.030SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS EUGP UGP UGPUGPUGPUGPUGPWWWWWWWWGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUGP UGPUGPUGPUGPUGPUGPUGPWWWWGGGG455460452453454456457458459461462 451452453454 448449 450455 447448449451452453454 440438439441442443444446444445 444 455 45 2 45 3 454 456 457 458 45045544744844945145245345445645745845946146146146146246246346346445546045245345445645745845946146 0 456457458459 46 1 462463 464447 445443444446EOIEOIUTLEOIEOI8'' SAN 8'' SAN 8'' SAN KESWICK ROAD - ROUTE 731 44044144244344443543 5 436 440448 446 25' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACK SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSSANSANSAN8''FHWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSAN SSANSANG G GGGGGGG GGGGGGGGSSANSANSANXXXXXXXX2' 'W2' 'W2''W2''W6''W6''W6''W6''W6''WFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPUGPUGPHWRCHWRCHWS6''W6''W4''W4''WHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W W6''F8''F 6''W 4''W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSADDDDDDDDDDD448 449 449450456457458459 461449447446444448447448447 441442443444446447448449451454456457 464 444 452451452453454454 453 454 443 442 446 447 448 449 451 441 439 438437453452 446454 452 456454453452451436449448447446445444464462452453454448446444442463461459458457456455466460 445445455465440 4504404 6 0 455455 445 435465450 4554504654654604584 59 4 6 0 46 1 462 DD446445444443442D438439440441437439438439438440437 440441440441SOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51DSOIL TYPE:51BTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTPTP TPTPTP TPTP TPTPTPTPTPTPTPTP TPTPTPTPTPTOTAL LIMITS OFDISTURBANCE = 9.95 ACTPTPTPTPTP TPTPTPTPTPTP TPTPTP TPTPTPOPTOTAL LIMITS OFDISTURBANCE = 9.95 AC0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 10.25'LENGTH = 9'DEPTH = 1.0'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 7.25'LENGTH = 6.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'IPIPTPOPTPTPTPTPTPTPTPIPSFPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUSFIPIPIPIPIPIPOPOPOPTPTPTPIPIPIPIPIPIPSSFSSFSSFIPIPIPIPIPIPTP TP IPIPIPSFIPIPIPIPIPIPIPIPIPIPTPTPTP TPTPSSFSSFIPIP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.3 - E&S PHASE II.dwg | Plotted on 4/29/2019 4:35 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.06EROSION AND SEDIMENT CONTROL PHASE II C3.07C3.06C3.09C3.10C3.080SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SILT FENCE BREAKSFBSOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS111111 CLUB DRIVEFAIRWAY DR IVE ASPHALTCTTDDRAISED 6" WOODPLANTERS W/ FLOWERS AC2' PAVERSWOOD GAZEBOCONCRETE PADW/ WOODEN STATUEGRAVEL 4' WOOD FENCE4' WOOD FENCEWWUGPUTLUTLUGTUGTUGTUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGPUGPUGPUGPUGTUGTUGTUGPUTLUTLUGPUGPUGTUGT UGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU G P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUGT UGTUGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUTLUTLUTLUTLUTLUGP UGPUGPUGPUGPX XX XXGGGGGGGGGGGGG461462463455460453454456457458459461462453454455456457458459460461462 425 4304 3 5 4 40 42 2 42342442642742842943143 243343443643743 8 43 9 441 415 420 425 430 435440 416 417 418 419 421 422423424 426 427 428 429431 432 433 434 4364 3 7 438439 441 442443 444435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448 44945 1 445 450 444 446 447 448 449 451 455 45 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4634644304354294314324334344364374304294314324334454464474484494512" SVCEOIEOIUTLUTLUTLEOIEOIEOIEOIEOI8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN25' SETBACKWWWWWW442 440435 435425 415 440440 435 43025' SETBACK445442443444W WWW W W W W 8''F8''F8''FCHWS4''F4''F HWRHWR HWSHWSCHWSCHWSCHWR HWSHWR8''F SAN X X X X X XSSSSSSSSSSANSANSANSA N SANSAN SANSANSANSANSANSANSANUGPUGTUGPUGPUGPUGP G G G G GG G G G8''F 8''F X8''F8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W6''W 6''W 6''W 6''WDDDDDDDD423 422 421 436 4 3 7 43 8 439 44 1 44 4 446444446447448443442 44 1 451452449448459464 444 43443 4 436451424 42 5 42 6 4 2 7 4 2 8 429 431 432 433 43 1 434 43 6 43 8 43 7 43 9 462 461463 453 454 451 443 442 446 447448 449 451 441 453452 43 2 433 44 1 44 2 4 4 3444 466 455454454453452 452 452 44 2 44 3 44444 6 44 744644744 8448 449433 433437 463462461465433432431454455456457458459460458459465464458 42 0 43544044544 0 450460 465440 430 450 430 440 445465 450 435 44 5 445445450435460460434SOIL TYPE:51DSOIL TYPE:51BSOIL TYPE:51BSOIL TYPE:46BTPTP TPTPTPTPTOTAL LIMITS OFDISTURBANCE = 9.95 ACTOTAL LIMITS OFDISTURBANCE = 9.95 ACTPTP TPTP TPTP TPTPTPTP TPTPTPTP SSFWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'IPIPIPSSFIPPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUIPIPIPIPIPIPIPIPIPIPCESFTPOPPSMUIPIPIPSFSFSFSSFSFIPIPIPIPIPIPIPIPIPIPTPTP TPTP TPTP IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPAREAS STEEPER THAN 3:1TO BE STABILIZED WITHSTABILIZATION BLANKET(DEQ SPEC 3.36)PSMUPSMUSSFIP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.3 - E&S PHASE II.dwg | Plotted on 4/29/2019 4:36 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.07EROSION AND SEDIMENT CONTROL PHASE II C3.07C3.06C3.09C3.10C3.080SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SILT FENCE BREAKSFBSOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS11 EKE S W I C K R O A D - R O U T E 7 3 1 UGP UGPUGP UGP UGPUGPUGPUGPUGPUTL UG P WWWWWW W W WUTLUTLUGT UGTUGTUGTUTLUGTUGTUGTGUGPUGPUGPUGPUGPU G P U G P UG P UGPUGP UGPUGPUGP UGPUGPUGPUGPUGPWWWWWWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGUGP UGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUFO UFO UFO UFO UGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPU G P UGPUGPUGPUGPUGPUGPUGPUGP OHU XWWWWXXXX XX XXXXXXX X X X X XXXXXXGG GGGGGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2 4434444464 4 7 44 8 44 9 4 5 1 452 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 446 4 4 7 450455 44744 8 4494514524534544404384394414424434444464444624554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 46444 7440 4454 3 8 439441442443444435434 436437445446447448 449THBEOIUTLUTLEOIEOIEOI EOIEOIEOI EOI EOIEOI K E S W I C K R O A D - R O 440441442443444448 446 2 5 ' P A R K I N G S E T B A C K 25 ' P A R K I N G S E T B A C K SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWS8''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8'' F G G G HWSHWRCHWRCHWS4''W 4''F HWR HWS CHWS SAN CLUB DRIVEGGGGGGG G G GGGGGGG GGGGGGGG2' 'W6''WFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W 0+000+501+001+502+002+503+003+504+004+505+00 5+50 6+00 6+43.31 W6''F8''F 6''W 4'' W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSADDDDDDDDDDDDDD448 449 449 4 5 0 456 457 458 459 461449447446444448 4474 48447 4414424434444464474484494 5 1454 45645 7 464454453452451 4494494484474 5 2457 462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 4 3 9 4 3 8 446443 465 4 4 8 447446445444443442441440460 4454454554654554 5 0 4504404 6 0 455450 450 44 5 455 465465460458 45946 0 461 46 2 DD446445444443442600603604605606612611610D607608438439440441601615616437440617619621620618441440441614613623624SOIL TYPE:SOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51CSOIL TYPE:62BSOIL TYPE:51B51CSOIL TYPE:51BTP TPTP TPTPTPTPT P TPTPTPTPTP TPTPTPTP TPTPTP TPTP TPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPSFTOTAL LIMITS OFDISTURBANCE = 9.95 ACT P TP TP TP TPTPSSFSSFTPSFSSFSSFTP TPTPTP TPTPTPTPTP TPTP TPTPTP T P TPTPTPTPTPTP TPTPTP TPTPTPOPOPTOTAL LIMITS OFDISTURBANCE = 9.95 ACTPTP 0.5' AVG DIA RIPRAPCLASS A1WIDTH = 10'LENGTH = 17'DEPTH = 1.0'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 10.25'LENGTH = 9'DEPTH = 1.0'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 7.25'LENGTH = 6.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'SSFIPIPTPTPOPTPTPTPTPTPTPTPTPSFTPCDCDCDPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUIPIPIPIPIPIPCEOPOPOPTPTPTPIPIPIPIPIPIPIPTPTP TPTP TPTP TPTP IPIPIPIPTPTPTPSF TPTP TPTPTPTPTPTPTPTP SFSSFSSFIP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.3 - E&S PHASE II.dwg | Plotted on 4/29/2019 4:36 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.08EROSION AND SEDIMENT CONTROL PHASE II C3.07C3.06C3.09C3.10C3.080SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SILT FENCE BREAKSFBSOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS111 CLUB DRIVEETACACAC ACACACUGPUGPUGP WWWWWWWWWWWWWWWWWUGT UGT UGT UGT WWW W W UGPWWWWWWWUGPUGPUGPUGPUTLUTLUTL UGTUGTUGPUTLU T L U G PUGPUGTUGT UGT UGTUGTUGP UGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPWWUGTUGTUTLUTLUGPUGTUTLWUGTUGPUCATVUGPUG P UGTUGT UGTUGTUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP WWWWWWW W W WUTLUTLUGTUGT UGTGGGGUGTUGTUGTUGPUGPUGPUGPUTLUTLUTLUTLU G T UGTUGTUGTU G T UGPUGPUGPUGPUGPUGP UGP UGPUTLUTLUTLUGTUGTUGTUGTWWW UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOWW W W UGPUGPUGP UGP UGPUGPUGPUGPUGPUGPUGPUFO UGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGP10" PVC PIPE(END NOT OBSERVED)SAN15" CONC PIPEXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGG4 4 5 450442443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 245 3 4 5 4 44 9 455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454 455456 457458 459 4604614624 4 0 4 4 1 442443 44 4 435 436437438439445443444446 4554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464445446 447 4 4 8 44945 1 452453435 436440445438439441442443444 446447448 449436437438438 438437438UGP2" SVCWWWUTLUTLUTLSAN8'' SANS25' SETBACK445G G G WWW W W W W GGGGGG4''W4''W8''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8''F8''F8''F8''F 8''F8''F8''FG G G GGGG HWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSANSANSANSANSANSANSSANSAN8''F SAN6" GRAVITY(PVC)6" HDPE IPS DR-13.5FORCE MAINCLUB DRIVEX X X XSSANSANSA N SA N G G G G GGGGGGG G G GGGGGGG G8'' F 8'' F 2''W2''W2' 'W6''W6''W6''W8''F8''F8''F 8''F 8''F HWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6'' W 6'' W 6''WDDDDD44444644744844 3 44 2 44 1 451452449448456 457 458 459 461457 464451452454453452451 449449448447457462 448 449 451 452 453 454 456458459461 463 4 5 4 466 455454453452 463462461465453454455455454454455456457458459460458459465464 4 4 8 44744644544444344245645745846644544 0 450460 4654 5 0 4554 5 0 450 450 455 465465460465460458 45946 0 461 46 2SOIL TYPE:51BSOIL TYPE:46BSOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51BSOIL TYPE:51CSOIL TYPE:51BSOIL TYPE:46BTP TP TP TPTPTPTPTP TPTP TPTPTPTPT P TPTPTPTPTPTP TPTP TPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTOTAL LIMITS OFDISTURBANCE = 9.95 ACT P TP TP TPTPTPTPTPSSFSSFTPTPTPTP TPTP TPTPTPTPTP TPTPTP T PTPTP TPTP TPTPTP TP OPTPTP 0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 7.25'LENGTH = 6.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'SSFIPTPTPTPTPOPTPTPTPTPTPCDCDCDPSMUPSMUPSMUPSMUPSMUPSMUPSMUIPIPIPIPIPIPIPIPCETPTPIPTPOPOPCIPTPTPIPIPIPIPSFIPIPIPIPIPTPTP TPTP TPTPTP TPTPTP IPIPIPIPIPTPTPTPSF TPTP TPAREAS STEEPER THAN 3:1TO BE STABILIZED WITHSTABILIZATION BLANKET(DEQ SPEC 3.36)PSMUPSMUTPTPTP IP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.3 - E&S PHASE II.dwg | Plotted on 4/29/2019 4:37 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.09EROSION AND SEDIMENT CONTROL PHASE IIC3.07C3.06C3.09C3.10C3.080SCALE 1"=20'40'20'NAD 83 EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SILT FENCE BREAKSFBSOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS11111 RPARPASH R U B / S M A L L TR E E A R E A SHRUB AREASH R U B / F L O W E R B E D FLOWER BEDFL O W E R B E D SHRUB/FLOWER BEDWXXXAC AC ACAC UG P UGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGTUGT UGTUGT WWWWWWWUGTUGTUGTU G P U G P UG P UGP UGP UGP UGP UG P UGP UGPUGPUGPUGP UGP UG T UG T U G T UG T WWW W W UG P W W WWW W W UTL UTL UTL UGTWWGGGUTLUTLUTLUGTUGTUGTUGTWWWW W WW W W UGPSANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.7715" C O N C P I P E 10" PVC PIPE(END NOT OBSERVED)SANXXOHU OHU OHU OHU OHU OHU OHU OHU O HU OH U XXXXXXXXXXXXX XX XXX X X X XXX X X XXXX XX XXX X XX XXXX XXXXXX X XX X 445 441 442 44 3 444 4464476"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)440445438439441442443444 4354364374 3 8438 438435433434436437438430431432425422423424426427428429430 4 2 6 427 428 429431 UGPUGPWWWEOIEOIEOI SAN8'' SAN8'' SANSSSANITARY SEPTIC LIDTOP=423.77100' PONDBUFFER75' SETBACK4204254304214224234244264274284294314324334344 2 0 4 2 1 WPO BUFFERROD/FKESWICK CLUB, LLCDB. 4723, PG. 596PARCEL ID: 08000-00-00-011B0THOMAS M. TAYLORDB. 5074, PG. 214PARCEL ID: 08000-00-00-011A0X15" RCPINV=429.85INV=430.04G G G GGGGGGGGGGG G G GGGGGGGGGGGGGG 4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W 4''W 4''W4''W4''W4''W4''W 8'' F 8''F 8''F 8''F 8''F8''F8''F8''F8''F8''FG G G G8''F8''F8''F8''F 8''F 8''F8''F8''F8''F8''F8''F8''FSAN SANSANSANSANSANS A N SAN SAN SANSANSANSANSANSANSANSANSANSSANSANXD426427429430431431432433434435430429428426425428 429 430 428427428436427430431432427428431429428428 SOIL TYPE:51BSOIL TYPE:51CTOTAL LIMITS OFDISTURBANCE = SOIL TYPE:WSOIL TYPE:62BTOTAL LIMITS OFDISTURBANCE = 9.95 ACSOIL TYPE:51CTPTP TPTPTP TPTPOPPSMUPSMUOP0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 4.5'WIDTH 2 = 9.5'LENGTH = 8.0'DEPTH = 1.0'VEGETATED LEVEL SPREADERDESIGN FLOW = 3.5 CFSDEPTH = 0.5 FTWIDTH = 6 FTLENGTH = 10 FT0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 7.25'LENGTH = 6.0'DEPTH = 1.0'LSSSFSSFSFCETPTPIPSFSFSFSFSFTPSSFTPIPIPCDSSFIPIPPSMUIPIP1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C3.3 - E&S PHASE II.dwg | Plotted on 4/29/2019 4:37 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C3.10EROSION AND SEDIMENT CONTROL PHASE II0SCALE 1"=20'40'20'NAD 83 C3.07C3.06C3.09C3.10C3.08EROSION CONTROL LEGEND3.02CONSTRUCTION ENTRANCECE3.31TEMPORARY SEEDINGTS3.32PERMANENT SEEDINGPS** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.07INLET PROTECTIONIP3.35MULCHINGMULIMITS OF CLEARING AND GRADING-3.38TREE PRESERVATION FENCETPSFSILT FENCE3.053.39DUST CONTROLDC3.13SEDIMENT TRAPSTDIVERSION DIKEDD3.09SILT FENCE BREAKSFBSOIL INFORMATION-SED. TRAP DRAINAGE AREA BOUNDS-3.08CULVERT INLET PROTECTIONCIP3.20ROCK CHECK DAMSCDTPSSFSUPER SILT FENCE3.053.21LEVEL SPREADERLS111 DD446445444443442D438439440441437439438439438440437 440441440441SSHRUBBEDFLOWER BEDEPLANTERPLANTERUGP UGP UGPUGPUGPUGPUGPWWWWWWWWGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUGP UGPUGPUGPUGPUGPUGPUGPWWWWGGGG455460452453454456457458459461462 451452453454 448449 450455 447448449451452453454 440438439441442443444446444445 444 455 45 2 45 3 454 456 457 458 45045544744844945145245345445645745845946146146146146246246346346445546045245345445645745845946146 0 456457458459 46 1 462463 464447 445443444446UTLLIMITS OFSURVEY8'' SAN 8'' SAN 8'' SAN SANITARY MHTOP=451.90INV IN=446.73INV OUT=432.66KESWICK ROAD - ROUTE 731 44044144244344443543 5 436 440448 446 CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)36" CONC DUCT25' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACK STORM GRATETOP=441.74INV IN=439.06INV OUT=438.84(BOTTOM FILLED W/ DEBRIS)STORM GRATETOP=441.79INV IN=439.46(BOTTOM FILLED W/ DEBRIS)SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSD318110106326322316330132108414A418424338420314308306310304320334332118116114112415A419423323315317329337321107109105131129309307305303335333331117115113325DDDDDDDD339340319DD70470370270132460031331224" NYLOPLASTYARD DRAIN WITHDOME GRATE4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONFACILITY 2EXISTINGBIORETENTIONFACILITY 1BIORETENTIONTURFPLANTING4" SOLIDPVC(TYP.)4" SOLIDPVC(TYP.)BIORETENTIONFACILITY 4BIORETENTIONTURF PLANTING4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATECLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAP0.5' AVG DIA RIPRAPWIDTH 1 = 3.75'WIDTH 2 = 10.25'LENGTH = 9'DEPTH = 1.0'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'INV:457.9INV:458.1INV:453.25INV:458.7INV:462.28INV:460.47INV:446.15INV:445.65INV:444.70INV:445.50INV:450.86INV:451.26INV:451.90INV:453.69INV:452.58INV:451.50INV:449.90INV:445.63INV:454.77INV:454.98INV:461.1INV:460.75INV:460.64INV:460.00INV:453.65INV:453.45INV:453.59INV:453.51INV:453.46INV:454.78INV:451.83INV:450.00INV:444.80INV:445.26INV:450.95INV:453.70INV:447.84 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.343344PROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE(4) 4" DIA.SURFACEDRAININV:454.40INV:453.55INV:454.15423B424A453 12" NYLOPLAST BASINSOLID COVERINV OUT = 444.006" HDPE1% SLOPE 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN.TIE TO BUILDINGSTORMWATER STUB(4) 4" DIA.SURFACE DRAINPROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE6" HDPE1% SLOPE454P1P3P5P7P4P8P6P2424B423ASANSANSAN8''FHWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSAN SSANSANG G GGGGGGG GGGGGGGGSSANSANSANXXXXXXXX2' 'W2' 'W2''W2''W6''W6''W6''W6''W6''WFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPUGPUGPHWRCHWRCHWS6''W6''W4''W4''WHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W W6''F8''F 6''W 4''W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSS448 449 449450GABION WALL 3TW 450.00BW 449.00GABION WALL 2BTW 457.00BW 456.00GABION WALL 4TW 449.00BW 448.00GABIONWALL 2ATW 457.00BW 456.00DECK SEE ARCH.PLANS FOR DETAILSFOUNDATION DRAINAGE(SEE NOTE #3 THIS SHEET)FOUNDATION DRAINAGE(SEE NOTE #3 THISSHEET)4'' HDPE INV. 462.35SEE ARCH PLANSFOR TIE-IN.4" FOUNDATION DRAININV. AT FOUNDATION ±461.83(1% SLOPE MIN TO STORMSTRUCTURE)4" FOUNDATION DRAININV. AT FOUNDATION ±461.83(1% SLOPE MIN TO STORMSTRUCTURE)456457458459 461449447446444448447448447 441442443444446447448449451454456457 464 444 452451452453454454 453 454 443 442 446 447 448 449 451 441 439 438437453452 446454 452 4564544534524514364494484474464454444644624524534544484464444424634614594584574564556" SCH-80 PVC ROOF LEADER TOCONNECT TO DOWNSPOUTS TOUNDERGROUND STORMWATERCONVEYANCE SYSTEMRAIN CHAIN(SEE DETAILSHEET C1.01)466DOWNSPOUT(TYP.)DOWNSPOUT(TYP.)6" SCH-80 PVC ROOF LEADER TOCONNECT TO DOWNSPOUTS TOUNDERGROUND STORMWATERCONVEYANCE SYSTEM6" SCH-80 PVC ROOFLEADER TO PROVIDE0.5% SLOPE MINIMUM(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE 0.5%SLOPE MINIMUM(TYP.)DOWNSPOUT(TYP.)±27' OF ACO K50TRENCH DRAIN.(SEE ARCH./MEP PLANSFOR CONNECTIONDETAILS)±30' OF ACO K50TRENCH DRAIN±82' OF ACO K50TRENCH DRAIN±82' OF ACO K50TRENCH DRAINSTORMWATERCOLLECTIONSYSTEM FOR SHADESTRUCTURE ROOF±70' OF ACO K50TRENCH DRAIN460 445445455465440 4504404 6 0 455455 445 435465450 4554504654654604584 59 4 6 0 46 1 462 FOUNDATION DRAININV. AT FOUNDATION ±444.42(0.5% SLOPE MIN - DAYLIGHTACCORDINGLY)D318110106326322316330132108414A418424338420314308306310304320334332118116114112415A419423323315317329337321107109105131129309307305303335333331117115113325DDDDDDDD339340319DD70470370270132460031331224" NYLOPLASTYARD DRAIN WITHDOME GRATE4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONFACILITY 2EXISTINGBIORETENTIONFACILITY 1BIORETENTIONTURFPLANTING4" SOLIDPVC(TYP.)4" SOLIDPVC(TYP.)BIORETENTIONFACILITY 4BIORETENTIONTURF PLANTING4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATECLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAP0.5' AVG DIA RIPRAPWIDTH 1 = 3.75'WIDTH 2 = 10.25'LENGTH = 9'DEPTH = 1.0'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'INV:457.9INV:458.1INV:453.25INV:458.7INV:462.28INV:460.47INV:446.15INV:445.65INV:444.70INV:445.50INV:450.86INV:451.26INV:451.90INV:453.69INV:452.58INV:451.50INV:449.90INV:445.63INV:454.77INV:454.98INV:461.1INV:460.75INV:460.64INV:460.00INV:453.65INV:453.45INV:453.59INV:453.51INV:453.46INV:454.78INV:451.83INV:450.00INV:444.80INV:445.26INV:450.95INV:453.70INV:447.84 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.343344PROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE(4) 4" DIA.SURFACEDRAININV:454.40INV:453.55INV:454.15423B424A453 12" NYLOPLAST BASINSOLID COVERINV OUT = 444.006" HDPE1% SLOPE 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN.TIE TO BUILDINGSTORMWATER STUB(4) 4" DIA.SURFACE DRAINPROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE6" HDPE1% SLOPE454P1P3P5P7P4P8P6P2424B423A1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.0 - GRADING.dwg | Plotted on 4/29/2019 4:43 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.00GRADING AND DRAINAGE PLAN C5.01C5.00C5.03C5.04C5.020SCALE 1"=20'40'20'NAD 83NOTES:1.ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITHA FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDSUNDERDRAINS.2.ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINSTO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES(8") AND A MINIMUM SLOPE OF TWO PERCENT (2%).3.FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATERSTRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED INSTORMWATER PIPES. CONTRACTOR SHALL TO REFER TOARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVILENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATIONHAS BEEN PROVIDED.4.CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUTCONNECTION INFORMATION. ROOF LEADERS SHALL BURIED ANDINSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHERWISE.5.SUBSOIL DRAINS TO BE PROVIDED WITHIN ALL PLANTED AREAS ON THEPOOL TERRACE. PROPOSED TRENCH DRAINS AND STORMWATERCONVEYANCE SYSTEMS SHOWN ON THE POOL TERRACE TO TIE TO THEOVERALL STORMWATER CONVEYANCE SYSTEM FOR THE PROPERTY.REFER TO PLAN TITLED"KESWICK HALL CENTRALENERGY PLANT DEMOLITIONAND RENOVATION" SDP-2018-017& WPO201800023 FORSTORMWATER AND GRADINGDESIGN INFORMATION.111111112 CLUB DRIVEFAIRWAY DR IVE ASPHALTCTTDDRAISED 6" WOODPLANTERS W/ FLOWERS AC2' PAVERSWOOD GAZEBOCONCRETE PADW/ WOODEN STATUEGRAVEL 4' WOOD FENCE4' WOOD FENCEWWUGPUTLUTLUGTUGTUGTUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGPUGPUGPUGPUGTUGTUGTUGPUTLUTLUGPUGPUGTUGT UGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU G P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUGT UGTUGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUTLUTLUTLUTLUTLUGP UGPUGPUGPUGPSTORM GRATETOP=431.92INV IN=427.02INV OUT=426.7415" CONC PIPESTORM MANOLETOP=437.16INV IN(NE)=431.41INV IN(NW)=429.38INV OUT=429.37X XX XXGGGGGGGGGGGGG461462463455460453454456457458459461462453454455456457458459460461462 425 4304 3 5 4 40 42 2 42342442642742842943143 243343443643743 8 43 9 441 415 420 425 430 435440 416 417 418 419 421 422423424 426 427 428 429431 432 433 434 4364 3 7 438439 441 442443 444435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448 44945 1 445 450 444 446 447 448 449 451 455 45 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4634644304354294314324334344364374304294314324334454464474484494512" SVCUTLUTLUTL8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN15" CONC P IPE STORM GRATETOP=408.56INV IN=404.6925' SETBACKWWWWWW442 440435 435425 415 440440 435 43025' SETBACK445442443444CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)18" CONC PIPEW WWW W W W W DD432408210414A410208508206412406504506434334332114112402428503505209207507431411433409407405403429415335333115113401427DDD400412A450413DDD428A427A426425452451414413AEXIST.15" RCPEXIST.15" RCP-2EXIST.18" RCPSWM 1 - 200 LF 72" CMPDETENTION PIPE36" CMP ACCESS RISER WITHMH-1 FRAME & COVER (TYP.)APPROX. LOCATION OFEXIST. 15" RCP LINE.INSTALL MANHOLE TOREDIRECT STORMWATER.4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONTURFPLANTING±142' OF ACOK200 TRENCHDRAIN8" SOLID HDPETO TIE INTOTRENCH DRAIN(TYP.)4" SOLIDPVC(TYP.)LENGTH = 9.5'DEPTH = 0.75'INV:462.28INV:460.47INV:454.77INV:454.98INV:460.00 4'' PVC STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.ROOF LEADER CONNECTION.SEE ARCH/MEP PLANS FOR DETAILS.ROOF LEADERCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.PROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTUREPROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTURE435A434A463449464503A448447 12" NYLOPLAST BASINSOLID COVERINV OUT = 444.006" HDPE1% SLOPE 12" NYLOPLAST BASINSOLID COVERINV OUT = 449.006" HDPE1% SLOPE 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN. 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN.(4) 4" DIA.SURFACE DRAINPROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE(4) 6" DIA.SURFACEDRAIN(4) 6" DIA.SURFACEDRAIN6" HDPE1% SLOPE6" HDPE1% SLOPE511512208A207A504A8''F8''F8''FCHWS4''F4''F HWRHWR HWSHWSCHWSCHWSCHWR HWSHWR8''F SAN X X X X X XSSSSSSSSSSANSANSANSA N SANSAN SANSANSANSANSANSANSANUGPUGTUGPUGPUGPUGP G G G G GG G G G8''F 8''F X8''F8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W6''W 6''W 6''W 6''WGABIONWALL 2ATW 457.00BW 456.00FOUNDATION DRAINAGE(SEE NOTE #3 THIS SHEET)FOUNDATION DRAINAGE(SEE NOTE #3 THIS SHEET)4" FOUNDATION DRAININV. AT FOUNDATION ±461.83(1% SLOPE MIN TO STORMSTRUCTURE)423 422 421 436 4 3 7 43 8 439 44 1 44 4 446444446447448443442 44 1 451452449448459464 444 43443 4 436451424 42 5 42 6 4 2 7 4 2 8 429 431 432 433 43 1 434 43 6 43 8 43 7 43 9 462 461463 453 454 451 443 442 446 447448 449 451 441 453452 43 2 433 44 1 44 2 4 4 3444 466 455454454453452 452 452 44 2 44 3 44444 6 44 744644744 8448 449433 433437 463462461465433432431454455456457458459460458459465464458 ±82' OF ACO K50TRENCH DRAIN±32' OF ACO K50TRENCH DRAIN42 0 43544044544 0 450460 465440 430 450 430 440 445465 450 435 44 5 445445450435460460434FOUNDATION DRAININV. AT FOUNDATION ±429.00(1% SLOPE MIN TO STORMSTRUCTURE)FOUNDATION DRAININV. AT FOUNDATION ±431.00(1% SLOPE MIN TO STORMSTRUCTURE)FOUNDATION DRAININV. AT FOUNDATION ±429.50(1% SLOPE MIN TO STORMSTRUCTURE)FOUNDATION DRAININV. AT FOUNDATION ±432.00(1% SLOPE MIN TO STORMSTRUCTURE)6" SCH-80 PVC ROOFLEADER TO PROVIDE 1.0%SLOPE MINIMUM(TYP.)DOWNSPOUT(TYP.)DOWNSPOUT(TYP.)DOWNSPOUT(TYP.)DOWNSPOUT(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE 1.0%SLOPE MINIMUM(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE1.0% SLOPE MINIMUM(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE 1.0%SLOPE MINIMUM(TYP.)DD432408210414A410208508206412406504506434334332114112402428503505209207507431411433409407405403429415335333115113401427DDD400412A450413DDD428A427A426425452451414413AEXIST.15" RCPEXIST.15" RCP-2EXIST.18" RCPSWM 1 - 200 LF 72" CMPDETENTION PIPE36" CMP ACCESS RISER WITHMH-1 FRAME & COVER (TYP.)APPROX. LOCATION OFEXIST. 15" RCP LINE.INSTALL MANHOLE TOREDIRECT STORMWATER.4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONTURFPLANTING±142' OF ACOK200 TRENCHDRAIN8" SOLID HDPETO TIE INTOTRENCH DRAIN(TYP.)4" SOLIDPVC(TYP.)LENGTH = 9.5'DEPTH = 0.75'INV:462.28INV:460.47INV:454.77INV:454.98INV:460.00 4'' PVC STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.ROOF LEADER CONNECTION.SEE ARCH/MEP PLANS FOR DETAILS.ROOF LEADERCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.PROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTUREPROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTURE435A434A463449464503A448447 12" NYLOPLAST BASINSOLID COVERINV OUT = 444.006" HDPE1% SLOPE 12" NYLOPLAST BASINSOLID COVERINV OUT = 449.006" HDPE1% SLOPE 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN. 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN.(4) 4" DIA.SURFACE DRAINPROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE(4) 6" DIA.SURFACEDRAIN(4) 6" DIA.SURFACEDRAIN6" HDPE1% SLOPE6" HDPE1% SLOPE511512208A207A504A1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.0 - GRADING.dwg | Plotted on 4/29/2019 4:43 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.01GRADING AND DRAINAGE PLAN C5.01C5.00C5.03C5.04C5.020SCALE 1"=20'40'20'NAD 83NOTES:1.ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITHA FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDSUNDERDRAINS.2.ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINSTO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES(8") AND A MINIMUM SLOPE OF TWO PERCENT (2%).3.FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATERSTRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED INSTORMWATER PIPES. CONTRACTOR SHALL TO REFER TOARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVILENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATIONHAS BEEN PROVIDED.4.CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUTCONNECTION INFORMATION. ROOF LEADERS SHALL BURIED ANDINSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHERWISE.1111122222222222 DD446445444443442D438439440441437440441440441EKE S W I C K R O A D - R O U T E 7 3 1 UGP UGPUGP UGP UGPUGPUGPUGPUGPUTL UG P WWWWWW W W WUTLUTLUGT UGTUGTUGTUTLUGTUGTUGTGUGPUGPUGPUGPUGPU G P U G P UG P UGPUGP UGPUGPUGP UGPUGPUGPUGPUGPWWWWWWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGUGP UGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUFO UFO UFO UFO UGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPU G P UGPUGPUGPUGPUGPUGPUGPUGP OHU XWWWWXXXX XX XXXXXXX X X X X XXXXXXGG GGGGGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2 4434444464 4 7 44 8 44 9 4 5 1 452 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 446 4 4 7 450455 44744 8 4494514524534544404384394414424434444464444624554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 46444 7440 4454 3 8 439441442443444435434 436437445446447448 449THBUTLUTLLIMITS OFSURVEYK E S W I C K R O A D - R O 440441442443444448 446CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)36" CONC DUCT2 5 ' P A R K I N G S E T B A C K 25 ' P A R K I N G S E T B A C K (T I E L I N E )STORM GRATETOP=441.74INV IN=439.06INV OUT=438.84(BOTTOM FILLED W/ DEBRIS)STORM GRATETOP=441.79INV IN=439.46(BOTTOM FILLED W/ DEBRIS)SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSDD318110106326322316330132108130102338100314308306310304320334332118116114112323315317329337321107109105103A101131129309307305303335333331117115113325La=11'W=10'DDDDDDDDD339340319152151DDD141142103102A7067057047037027013246003133124" PERFORATED PVCUNDERDRAIN (TYP.)4" C.O.(TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATE24" NYLOPLASTYARD DRAIN WITHDOME GRATE4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)SWM 2 - 160 LF 48"CMP DETENTIONPIPE36" CMP ACCESSRISER WITH MH-1FRAME & COVER(TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONFACILITY 3BIORETENTIONFACILITY 2FACILITY 1BIORETENTION TURFPLANTINGBIORETENTIONTURFPLANTING4" SOLIDPVC(TYP.)4" SOLIDPVC(TYP.)BIORETENTIONFACILITY 4BIORETENTIONTURF PLANTING4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATECLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAP0.5' AVG DIA RIPRAPWIDTH 1 = 3.75'WIDTH 2 = 10.25'LENGTH = 9'DEPTH = 1.0'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'INV:457.9INV:458.1INV:453.25INV:458.7INV:462.28INV:460.47INV:446.15INV:445.65INV:443.90INV:444.70INV:445.50INV:450.86INV:451.26INV:448.87INV:451.90INV:453.69INV:440.88INV:452.58INV:451.50INV:449.90INV:445.63INV:443.74INV:442.72INV:454.77INV:454.98INV:461.1INV:460.75INV:460.64INV:460.00INV:453.65INV:453.45INV:453.59INV:453.51INV:453.46INV:454.78INV:451.83INV:450.00INV:444.80INV:445.26INV:450.95INV:453.70INV:447.84INV:445.09CONTRACTOR SHALLCLEAN OUT CULVERTENDS TO ENSUREPROPER DRAIANGE0.5' AVG DIA RIPRAPCLASS A1DEPTH = 1.0'343344INV:442.63INV:454.40INV:453.55INV:454.15(4) 4" DIA.SURFACE DRAINP48''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8'' F G G G HWSHWRCHWRCHWS4''W 4''F HWR HWS CHWS SAN CLUB DRIVEGGGGGGG G G GGGGGGG GGGGGGGG2' 'W6''WFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W W6''F8''F 6''W 4'' W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSS448 449 449 4 5 0 456 457 458 459 461449447446444448 4474 48447 4414424434444464474484494 5 1454 45645 7 464454453452451 4494494484474 5 2457 462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 4 3 9 4 3 8 446443 465 4 4 8 447446445444443442441440460 4454454554654554 5 0 4504404 6 0 455450 450 44 5 455 465465460458 45946 0 461 46 2D D318110106326322316330132108130102338100314308306310304320334332118116114112323315317329337321107109105103A101131129309307305303335333331117115113325La=11'W=10'DDDDDDDDD339340319152151DDD141142103102A7067057047037027013246003133124" PERFORATED PVCUNDERDRAIN (TYP.)4" C.O.(TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATE24" NYLOPLASTYARD DRAIN WITHDOME GRATE4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)SWM 2 - 160 LF 48"CMP DETENTIONPIPE36" CMP ACCESSRISER WITH MH-1FRAME & COVER(TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONFACILITY 3BIORETENTIONFACILITY 2FACILITY 1BIORETENTION TURFPLANTINGBIORETENTIONTURFPLANTING4" SOLIDPVC(TYP.)4" SOLIDPVC(TYP.)BIORETENTIONFACILITY 4BIORETENTIONTURF PLANTING4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATECLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAP0.5' AVG DIA RIPRAPWIDTH 1 = 3.75'WIDTH 2 = 10.25'LENGTH = 9'DEPTH = 1.0'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'INV:457.9INV:458.1INV:453.25INV:458.7INV:462.28INV:460.47INV:446.15INV:445.65INV:443.90INV:444.70INV:445.50INV:450.86INV:451.26INV:448.87INV:451.90INV:453.69INV:440.88INV:452.58INV:451.50INV:449.90INV:445.63INV:443.74INV:442.72INV:454.77INV:454.98INV:461.1INV:460.75INV:460.64INV:460.00INV:453.65INV:453.45INV:453.59INV:453.51INV:453.46INV:454.78INV:451.83INV:450.00INV:444.80INV:445.26INV:450.95INV:453.70INV:447.84INV:445.09CONTRACTOR SHALLCLEAN OUT CULVERTENDS TO ENSUREPROPER DRAIANGE0.5' AVG DIA RIPRAPCLASS A1DEPTH = 1.0'343344INV:442.63INV:454.40INV:453.55INV:454.15(4) 4" DIA.SURFACE DRAINP41''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.0 - GRADING.dwg | Plotted on 4/29/2019 4:44 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.02GRADING AND DRAINAGE PLAN C5.01C5.00C5.03C5.04C5.020SCALE 1"=20'40'20'NAD 83 NOTES:1.ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITHA FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDSUNDERDRAINS.2.ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINSTO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES(8") AND A MINIMUM SLOPE OF TWO PERCENT (2%).3.FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATERSTRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED INSTORMWATER PIPES. CONTRACTOR SHALL TO REFER TOARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVILENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATIONHAS BEEN PROVIDED.4.CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUTCONNECTION INFORMATION. ROOF LEADERS SHALL BURIED ANDINSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHERWISE.11111111 CLUB DRIVESHRUB/SMALLTREE AREA FLOWER BEDSHRUB AREASHRUB/FLOWER BEDFLOWER BED ETACACAC ACACACUGPUGPUGP WWWWWWWWWWWWWWWWWUGT UGT UGT UGT WWW W W UGPWWWWWWWUGPUGPUGPUGPUTLUTLUTL UGTUGTUGPUTLU T L U G PUGPUGTUGT UGT UGTUGTUGP UGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPWWUGTUGTUTLUTLUGPUGTUTLWUGTUGPUCATVUGPUG P UGTUGT UGTUGTUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP WWWWWWW W W WUTLUTLUGTUGT UGTGGGG UGTUGTUGTUGPUGPUGPUGPUTLUTLUTLUTLU G T UGTUGTUGTU G T UGPUGPUGPUGPUGPUGP UGP UGPUTLUTLUTLUGTUGTUGTUGTWWW UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOWW W W UGPUGPUGP UGP UGPUGPUGPUGPUGPUGPUGPUFO UGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPSTORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.6815" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.0210" PVC PIPE(END NOT OBSERVED)SAN15" CONC PIPEXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGG4 4 5 450442443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 245 3 4 5 4 44 9 455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454 455456 457458 459 4604614624 4 0 4 4 1 442443 44 4 435 436437438439445443444446 4554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA6"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)445446 447 4 4 8 4 49 45 1 452453435 436440445438439441442443444 446447448 449436437438438 438437438UGP2" SVCWWWUTLUTLUTLSAN8'' SANS25' SETBACK445CRITICALSLOPES (TYP.)CRITICALSLOPES (TYP.)G G G WWW W W W W DD110106210108208508434338320334332118116114112209207433337107109105129335333331117115113D339340450319152151DD7087077067057047037027014" PERFORATED PVCUNDERDRAIN (TYP.)4" C.O.(TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATE24" NYLOPLASTYARD DRAIN WITHDOME GRATE4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)SWM 2 - 160 LF 48"CMP DETENTIONPIPE36" CMP ACCESSRISER WITH MH-1FRAME & COVER(TYP.)APPROX. LOCATION OFEXIST. 15" RCP LINE.INSTALL MANHOLE TOREDIRECT STORMWATER.4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONFACILITY 3BIORETENTIONFACILITY 2BIORETENTION TURFPLANTINGBIORETENTIONTURFPLANTING4" SOLIDPVC(TYP.)4" SOLIDPVC(TYP.)CLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAP0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'INV:457.9INV:458.1INV:453.25INV:458.7INV:462.28INV:460.47INV:450.86INV:451.26INV:448.87INV:451.90INV:453.69INV:452.58INV:454.77INV:454.98INV:461.1INV:460.75INV:460.64INV:460.00INV:453.65INV:453.45INV:453.59INV:453.51INV:453.46INV:454.78INV:451.83INV:450.00INV:445.26INV:450.95INV:453.70INV:447.84INV:445.09 4'' PVC STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.ROOF LEADER CONNECTION.SEE ARCH/MEP PLANS FOR DETAILS.ROOF LEADERCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.PROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTUREPROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTURE(4) 4" DIA.SURFACEDRAININV:442.63INV:454.40INV:453.55INV:454.15435A434A463449 12" NYLOPLAST BASINSOLID COVERINV OUT = 444.00 12" NYLOPLAST BASINSOLID COVERINV OUT = 449.00 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN. 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN.(4) 4" DIA.SURFACE DRAINPROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE6" HDPE1% SLOPE208AGGGGGG4''W4''W8''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8''F8''F8''F8''F 8''F8''F8''FG G G GGGG HWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSANSANSANSANSANSANSSANSAN8''F SAN6" GRAVITY(PVC)6" HDPE IPS DR-13.5FORCE MAINCLUB DRIVEX X X XSSANSANSA N SA N G G G G GGGGGGG G G GGGGGGG G8'' F 8'' F 2''W2''W2' 'W6''W6''W6''W8''F8''F8''F 8''F 8''F HWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 6''W 6''W 6''W 6''W 4+004+505+00 5+50 6+00 6+43.31 6''W 6'' W 6'' W 6''WGABION WALL 3TW 450.00BW 449.00GABION WALL 2BTW 457.00BW 456.00GABIONWALL 2ATW 457.00BW 456.00DECK SEE ARCH.PLANS FOR DETAILSFOUNDATION DRAINAGE(SEE NOTE #3 THIS SHEET)FOUNDATION DRAINAGE(SEE NOTE #3 THIS SHEET)FOUNDATION DRAINAGE(SEE NOTE #3 THISSHEET)4'' HDPE INV. 462.35SEE ARCH PLANSFOR TIE-IN.4" FOUNDATION DRAININV. AT FOUNDATION ±461.83(1% SLOPE MIN TO STORMSTRUCTURE)4" FOUNDATION DRAININV. AT FOUNDATION ±461.83(1% SLOPE MIN TO STORMSTRUCTURE)44444644744844 3 4 4 2 44 1 451452449448456 457 458 459 461457 464451452454453452451 449449448447457462 448 449 451 452 453 454 456458459461 463 4 5 4 466 455454453452 463462461465453454455455454454455456457458459460458459465464 4 4 8 447446445444443442456457458RAIN CHAIN(SEE DETAILSHEET C1.01)466DOWNSPOUT(TYP.)LEADER TO PROVIDE0.5% SLOPE MINIMUM(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE 0.5%SLOPE MINIMUM(TYP.)DOWNSPOUT(TYP.)±30' OF ACO K50TRENCH DRAIN±82' OF ACO K50TRENCH DRAIN±82' OF ACO K50TRENCH DRAIN±32' OF ACO K50TRENCH DRAIN44544 0 450460 4654 5 0 4554 5 0 450 450 455 465465460465460458 45946 0 461 46 2 6" SCH-80 PVC ROOFLEADER TO PROVIDE 1.0%SLOPE MINIMUM(TYP.)DOWNSPOUT(TYP.)DOWNSPOUT(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE 1.0%SLOPE MINIMUM(TYP.)6" SCH-80 PVC ROOFLEADER TO PROVIDE 1.0%SLOPE MINIMUM(TYP.)DD110106210108208508434338320334332118116114112209207433337107109105129335333331117115113D339340450319152151DD7087077067057047037027014" PERFORATED PVCUNDERDRAIN (TYP.)4" C.O.(TYP.)24" NYLOPLASTYARD DRAIN WITHDOME GRATE24" NYLOPLASTYARD DRAIN WITHDOME GRATE4" C.O.(TYP.)4" PERFORATED PVCUNDERDRAIN (TYP.)SWM 2 - 160 LF 48"CMP DETENTIONPIPE36" CMP ACCESSRISER WITH MH-1FRAME & COVER(TYP.)APPROX. LOCATION OFEXIST. 15" RCP LINE.INSTALL MANHOLE TOREDIRECT STORMWATER.4" PERFORATED PVCUNDERDRAIN (TYP.)4" PERFORATEDPVCUNDERDRAIN(TYP.)BIORETENTIONFACILITY 3BIORETENTIONFACILITY 2BIORETENTION TURFPLANTINGBIORETENTIONTURFPLANTING4" SOLIDPVC(TYP.)4" SOLIDPVC(TYP.)CLASS A1RIPRAPCLASS A1RIPRAPCLASS A1RIPRAP0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 1.0'WIDTH 2 = 5.3'LENGTH = 5.0'DEPTH = 0.75'0.5' AVG DIA RIPRAPWIDTH 1 = 3.0'WIDTH 2 = 10.5'LENGTH = 9.5'DEPTH = 0.75'INV:457.9INV:458.1INV:453.25INV:458.7INV:462.28INV:460.47INV:450.86INV:451.26INV:448.87INV:451.90INV:453.69INV:452.58INV:454.77INV:454.98INV:461.1INV:460.75INV:460.64INV:460.00INV:453.65INV:453.45INV:453.59INV:453.51INV:453.46INV:454.78INV:451.83INV:450.00INV:445.26INV:450.95INV:453.70INV:447.84INV:445.09 4'' PVC STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS. 4'' STORM DRAINCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.ROOF LEADER CONNECTION.SEE ARCH/MEP PLANS FOR DETAILS.ROOF LEADERCONNECTION.SEE ARCH/MEP PLANSFOR DETAILS.PROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTUREPROPOSED FRENCH DRAINAGESYSTEM (BY OTHERS). SYSTEM SHALLTIE TO THE NEAREST PROPOSEDSTORMWATER STRUCTURE(4) 4" DIA.SURFACEDRAININV:442.63INV:454.40INV:453.55INV:454.15435A434A463449 12" NYLOPLAST BASINSOLID COVERINV OUT = 444.00 12" NYLOPLAST BASINSOLID COVERINV OUT = 449.00 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN. 6" PVC ELECTRICALCONDUIT WITH PULL BOXESLOCATED BENEATH PAVERS0.5% SLOPE MIN.(4) 4" DIA.SURFACE DRAINPROPOSED FRENCH DRAINAGE SYSTEM(BY OTHERS). SYSTEM SHALL TIE TO THENEAREST PROPOSED STORMWATERSTRUCTURE6" HDPE1% SLOPE208A1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.0 - GRADING.dwg | Plotted on 4/29/2019 4:44 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.03GRADING AND DRAINAGE PLANC5.01C5.00C5.03C5.04C5.020SCALE 1"=20'40'20'NAD 83 NOTES:1.ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TOSLOPE TOWARDS UNDERDRAINS.2.ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUMDIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%).3.FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BEMAINTAINED IN STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO ARCH/STRUCTURAL DRAWINGS FOR FURTHERDETAILS. CONTACT CIVIL ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED.4.CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERSSHALL BURIED AND INSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHERWISE.1111111 RPARPASH R U B / S M A L L TR E E A R E A SHRUB AREASH R U B / F L O W E R B E D FLOWER BEDFL O W E R B E D SHRUB/FLOWER BEDWXXXAC AC AC AC UG P UGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGTUGT UGTUGT WWWWWWWUGTUGTUGTU G P U G P UG P UGP UGP UGP UGP UG P UGP UGPUGPUGPUGP UGP UG T UG T U G T UG T WWW W W UG P W W WWW W W UTL UTL UTL UGTWWGGGUTLUTLUTLUGTUGTUGTUGTWWWW W WW W W UGPSANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.77SANXXOHU OHU OHU OHU OHU OHU OHU OHU O H U OH U XXXXXXXXXXXXX XX XXX X X X XXX X X XXXX XX XXX X XX XXXX XXXXXX X XX X 445 441 442 44 3 444 4464476"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)440445438439441442443444 4354364374 3 8438 4384354334344364374384304314324254224234244264274284294304 2 6 427 428 429431 UGPUGPWWWSAN8'' SAN8'' SANSSSANITARY SEPTIC LIDTOP=423.77100' PONDBUFFERCRITICALSLOPES (TYP.)75' SETBACK4204254304214224234244264274284294314324334344 2 0 4 2 1 WPO BUFFERROD/FKESWICK CLUB, LLCDB. 4723, PG. 596PARCEL ID: 08000-00-00-011B0THOMAS M. TAYLORDB. 5074, PG. 214PARCEL ID: 08000-00-00-011A0XG G G810809A8088068058048038008018020.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 4.5'WIDTH 2 = 9.5'LENGTH = 8.0'DEPTH = 1.0'VEGETATED LEVEL SPREADERDESIGN FLOW = 3.5 CFSDEPTH = 0.5 FTWIDTH = 6 FTLENGTH = 10 FT0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 7.25'LENGTH = 6.0'DEPTH = 1.0'D809808A812811GGGGGGGGGGG G G GGGGGGGGGGGGGG 4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W 4''W 4''W4''W4''W4''W4''W 8'' F 8''F 8''F 8''F 8''F8''F8''F8''F8''F8''FG G G G8''F8''F8''F8''F 8''F 8''F8''F8''F8''F8''F8''F8''FSAN SANSANSANSANSANS AN SAN SAN SANSANSANSANSANSANSANSANSANSSANSAN6" HDPE IPS DR-13.5FORCE MAIN6" GRAVITY(PVC)6" HDPE IPS DR-13.5FORCE MAINX6" SCH-80 PVC ROOFLEADER TO CONNECT TODOWNSPOUT (1%MINIMUM SLOPE)INV.426.52DOWNSPOUT (TYP.)INV. 426.48INV. 426.34INV. 426.05INV. 425.75INV. 426.52INV. 425.65INV. 426.50FOUNDATION DRAINAGE(SEE NOTE #3 THIS SHEET)426427429430431431432433434435430429428426425428 429 430 428427428436427430431432427428431429428±24' OF ACO S200K TRENCH DRAIN.TRENCH DRAIN CHANNEL TO TIE TO 6" SCH-80PVC LINE FOR ROOF LEADER CONVEYANCE.SEE INSTALLATION DETAIL SHEET C1.036" SCH-80 PVC ROOFLEADER TO CONNECT TODOWNSPOUT (0.8%MINIMUM SLOPE)DRAIN BASIN TO JOINROOF LEADERS.SOLID COVER428 810809A8088068058048038008018020.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 4.5'WIDTH 2 = 9.5'LENGTH = 8.0'DEPTH = 1.0'VEGETATED LEVEL SPREADERDESIGN FLOW = 3.5 CFSDEPTH = 0.5 FTWIDTH = 6 FTLENGTH = 10 FT0.5' AVG DIA RIPRAPCLASS A1WIDTH 1 = 3.75'WIDTH 2 = 7.25'LENGTH = 6.0'DEPTH = 1.0'D809808A8128111''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.0 - GRADING.dwg | Plotted on 4/29/2019 4:44 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.04GRADING AND DRAINAGE PLANC5.01C5.00C5.03C5.04C5.020SCALE 1"=20'40'20'NAD 83 NOTES:1.ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TOSLOPE TOWARDS UNDERDRAINS.2.ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUMDIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%).3.FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BEMAINTAINED IN STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO ARCH/STRUCTURAL DRAWINGS FOR FURTHERDETAILS. CONTACT CIVIL ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED.4.CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERSSHALL BURIED AND INSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHERWISE.11111 FFE =442.00FFE = 442.00FFE = 442.00FFE =442.00DD446445444443442D442.80441.50438439440441441.84TC 441.53441.75437439438439438440437 440TC 441.10441440441TS 441.90BS 441.57TS 441.90BS 441.57SEWOODSIGNBLOCK WALLTOP=451.8FF (TILE)=452.421 STORY STUCCOPOWER PLANTAREA 1 STORY STUCCOBUILDINGW/ BASEMENTPOOLFF=466.52CONC PAVERSPAVERSCONCRETEROCK WALLCONC PAVERSFF(WOOD)=466.09STUCCO WALLEL@DOOR=446.33UGP UGP UGPUGPUGPUGPUGPWWWWWWWWGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUGP UGPUGPUGPUGPUGPUGPUGPWWWWGGGG455460452453454456457458459461462 451452453454 448449 450455 447448449451452453454 440438439441442443444446444445 444 455 45 2 45 3 454 456 457 458 45045544744844945145245345445645745845946146146146146246246346346445546045245345445645745845946146 0 456457458459 46 1 462463 464447 445443444446UTLLIMITS OFSURVEY8'' SAN 8'' SAN 8'' SAN SANITARY MHTOP=451.90INV IN=446.73INV OUT=432.66KESWICK ROAD - ROUTE 731 44044144244344443543 5 436 440448 446 25' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACK SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSSANSANSAN8''FHWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSAN SSANSANG G GGGGGGG GGGGGGGGSSANSANSANXXXXXXXX2' 'W2' 'W2''W2''W6''W6''W6''W6''W6''WFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPUGPUGPHWRCHWRCHWS6''W6''W4''W4''WHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W W6''F8''F 6''W 4''W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSDDDDDDDDDDD448 449 449450 TC452.12'PVMT461.45'PVMT460.58'PVMT460.50'PVMT455.59'PVMT457.61'PVMT460.61'PVMT446.44'PVMT450.16'PVMT451.49'PVMT447.75'PVMT453.75'PVMT459.65'PVMT446.09'PVMT456.06'PVMT455.26'PVMT464.47'450.18'450.33'PVMT450.52'PVMT457.48'PVMT448.60'PVMT451.31'PVMT453.35'FFE466.00'FFE466.00'465.29'FFE466.00'LOWER LEVELACCESS 452.50'(MECHANICAL ROOM)BS 453.25'TS 455.25'TS 452.25'BS 449.75'450.08450.23452.30'BS 463.50'TS 465.50'TC462.50'BS 455.30'TS 457.30'BS 457.35'TS 459.35'BS 459.40'TS 461.40'BS 461.45'TS 463.45'PVMT457.25'PVMT454.33'PVMT453.15'PVMT452.38'PVMT452.10'SWK451.31'PVMT451.22'PVMT449.36'PVMT454.03'PVMT454.66'PVMT455.12'PVMT455.13'PVMT454.47'PVMT454.95'PVMT455.48'PVMT455.36'PVMT456.20'GND456.84'PVMT455.78'PVMT454.89'PVMT454.87'PVMT453.44'PVMT452.95'451.45'PVMT452.48'PVMT451.65'PVMT451.02'PVMT451.98'PVMT453.01'PVMT453.07'PVMT455.06'PVMT455.75'PVMT456.55'PVMT444.06'PVMT443.78'PVMT444.97'PVMT446.45'PVMT447.25'PVMT447.80'PVMT447.43'PVMT447.38'PVMT447.18'PVMT447.62'PVMT447.59'PVMT447.12'PVMT446.96'PVMT447.00'PVMT447.51'PVMT447.87'PVMT448.95'PVMT449.05'PVMT448.52'SWK449.61'SWK449.30'PVMT452.18'PVMT451.51'PVMT450.18'PVMT450.44'SWK450.64'PVMT450.72'TC465.00'PVMT464.25'TC465.07'PVMT463.36'PVMT461.10'PVMT459.34'PVMT464.04'PVMT464.15'464.25'PVMT460.12'464.38'PVMT461.75'PVMT462.58'PVMT460.98'PVMT461.02'PVMT460.15'PVMT463.81'PVMT463.13'PVMT464.09'SWK448.61'464.17'SWK464.66'FFE466.00'FFE466.00'BS 452.00'PVMT445.35'PVMT448.15'FFE466.00'FFE466.00'465.83'DECK SEE ARCH.PLANS FOR DETAILSSCREEN WALL SEELANDSCAPE PLANSFOR DETAILSPVMT444.38'GRATE444.29'TW 452.00'BW 448.85'456457458459 461449447446444448447448447 441442443444446447448449451454456457 464 444 452451452453454454 453 454 443 442 446 447 448 449 451 441 439 438437453452 446454 452 TS 452.00'4564544534524514364494484474464454442.5%PVMT456.78'PVMT460.25'PVMT458.47'PVMT459.25'PVMT458.19'PVMT459.08'PVMT458.85'PVMT463.50'464.38'464.40'PVMT463.88'TW 450.76'BW 450.00'465.50'465.76'FFE466.00'465.62'465.83'465.62'465.62'TW 456.50'BW 454.50'FFE454.00'TS 463.84'BS454.00'464462466.00'TS 449.63'BS 447.13'452453454LP465.25'BS 440.38'BS 448.00'BS 443.94448446444442TW 452.00'BW 448.85'TW 452.00'BW 446.00'TW 451.75'BW 446.15'TW 451.00'BW 450.50'TW 456.50'BW 454.50'465.76'TS437.79'BS435.46'463461459458457456455TW 456.50'BW 454.50'451.75'451.75'451.83'464.00'466.00'466.00'TW 463.84'BW 460.50'465.64'TS 466.00'466BW 463.78'TW 466.50'BW 463.72'TW 466.50'TW 468.00'TW 466.50'BW 463.78'BW 463.72'TW 466.50'TW 465.72'BW 463.78'BW 463.94'BW 463.97'TW 466.50'TW 466.50'BW 463.94'BW 463.78'TW 466.50'BW 463.80'BW 463.72'BW 465.72'WL 464.00'WL 464.00'WL 467.50'WL 464.00'WL 464.00'BW 463.72'TW 466.50'BW 463.80'460 445445455465440 4504404 6 0 455455 445 435465450 455450465465460TC 453.63'TC 452.75'TW 466.50'BW 464.904584 59 4 6 0 46 1 462 TS 447.94TS 443.88'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.2 - GRADING SPOT SHOTS PLAN.dwg | Plotted on 4/29/2019 4:50 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.05GRADING SPOT SHOTS PLAN C5.06C5.05C5.08C5.09C5.070SCALE 1"=20'40'20'NAD 83 REFER TO PLAN TITLED"KESWICK HALL CENTRALENERGY PLANT DEMOLITIONAND RENOVATION" SDP-2018-017& WPO201800023 FORSTORMWATER AND GRADINGDESIGN INFORMATION.11111 CLUB DRIVEFAIRWAY DR IVE ASPHALTCTTDDCOBBLESTONEBAND1 STORYCONCRETE BUILDINGRAISED 6" WOODPLANTERS W/ FLOWERS 3 STORY STUCCOBUILDINGW/ BASEMENTACFF=435.59(4) BRICKSTEPSHAND RAILBRICK SIDEWALK2' PAVERSWOOD GAZEBOCONCRETE PADW/ WOODEN STATUEROCK WALLTOP=443±ROCK WALLTOP=443±GRAVEL 4' WOOD FENCE4' WOOD FENCERUBBER SURFACE GOLF CART PATHFF=466.58FF=466.52BRICKWALLFF (TILE)=452.62WWUGPUTLUTLUGTUGTUGTUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGPUGPUGPUGPUGTUGTUGTUGPUTLUTLUGPUGPUGTUGT UGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPU G P UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUTLUTLUTLUGT UGTUGTUGTUGT UGPUGPUGPUGPUGPUGPUGPUGPUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUTLUTLUTLUTLUTLUGP UGPUGPUGPUGPBRICKCOLUMN3'X3' CONC. PADW/ RAIN BARRELX XX XXGGGGGGGGGGGGG461462463455460453454456457458459461462453454455456457458459460461462 425 4304 3 5 4 40 42 2 42342442642742842943143 243343443643743 8 43 9 441 415 420 425 430 435440 416 417 418 419 421 422423424 426 427 428 429431 432 433 434 4364 3 7 438439 441 442443 444435434436437438439 4 4 5 4 5 0 4 4 2 44 3 4 4 4 4 4 6 4 4 7448 44945 1 445 450 444 446 447 448 449 451 455 45 2 45 3 454 456 457 458 450 450 449 449 451445443444446 4634644304354294314324334344364374304294314324334454464474484494512" SVCUTLUTLUTL8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN25' SETBACKWWWWWW442 440435 435425 415 440440 435 43025' SETBACK445442443444W WWW W W W W 8''F8''F8''FCHWS4''F4''F HWRHWR HWSHWSCHWSCHWSCHWR HWSHWR8''F SAN X X X X X XSSSSSSSSSSANSANSANSA N SANSAN SANSANSANSANSANSANSANUGPUGTUGPUGPUGPUGP G G G G GG G G G8''F 8''F X8''F8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 5+506+006+43.316''W 6''W 6''W 6''WDDDDDDDDPVMT461.45'PVMT460.58'PVMT460.61'PVMT464.47'5%FFE 444.63'FFE 444.63'FFE 433.63'FFE 433.63'FFE 433.63'FFE 444.63'FFE 433.63' FFE 433.63'FFE 433.63'FFE 444.63'FFE 444.63'TS 451.08'BS444.50'452.30'452.30'452.30'451.30'PVMT461.10'PVMT459.34'PVMT464.04'PVMT464.15'464.25'PVMT460.12'464.38'PVMT461.75'PVMT462.58'PVMT460.98'PVMT461.02'PVMT460.15'459.91'PVMT461.34'PVMT462.04'PVMT463.81'PVMT461.95'PVMT464.09'SWK464.58'464.17'SWK464.66'TS 442.55'BS 441.55'TS 441.30'BS 440.30'444.63'TW 451.50'BW 450.57'TW 453.06'BW 448.08'FFE 455.63'TW 433.63'BW 432.75'TW 433.00'BW 431.00'TW 455.50'BW 449.50'TW 449.25'BW 444.80'TW 433.63'BW 432.00'423 422 421 436 4 3 7 43 8 439 44 1 44 4 446444446447448443442 44 1 451452449448459464 444 43443 4 436451424 42 5 42 6 4 2 7 4 2 8 429 431 432 433 43 1 434 43 6 43 8 43 7 43 9 462 461463 453 454 451 443 442 446 447448 449 451 441 453452 43 2 433 44 1 44 2 4 4 3444 466 455454454452.30'452.30'452.30'452.30'452.30'453453.50'452 452 452TS448.00'BS 448.08'TW 448.08'BW 444.70'TW 451.50'BW 448.00'TW 448.00'BW 444.50'44 2 44 3 44444 6 44 744644744 8 TS 451.00'BS 448.00'447.58'448449TW 451.50'BW 445.95'433 433444.63'444.43'444.28'439.86'442.00'442.05'TS 438.86'BS 437.19'437BS 438.95'TS 440.62'BS 440.76'TS 442.43'BS 442.61'TS 444.28'TW 444.00'BW 441.00'TW 444.00'BW 441.00'TW 438.80'BW 434.00'TW 433.00'BW 431.00'TW 450.76'BW 447.00'4.5 %2%2%2.5%2.5%2%PVMT460.25'464.38'464.40'463462461465TW 450.76'BW 450.00'433432431FFE 455.63'FFE 433.63'BS 433.55'TS 444.63'TS 440.06'BS 439.06'2%2%TS 438.82'433.44'BS 433.82'TW 439.34'BW 436.32'TW 436.32'BW 435.00'454455TW 456.50'BW 454.50'456457458459460458459465464 TW 444.00'BW 440.10'TW 438.00'BW 434.20'TW 438.00'BW 434.50'TW 444.63'TW 444.63'BW 433.63'BS 457.50'BS 457.50'BS 457.50'TS 459.50'TS 461.55'BS 459.55'TS 463.60'BS 461.60'TS 459.50'TS463.50'BS 459.55'TS 461.55'BS 461.60'TS 463.60'TW 456.50'BW 454.50'458BW 463.78'TW 466.50'BW 463.72'TW 466.50'TW 466.50'BW 463.94'BW 463.78'TW 466.50'BW 463.80'BW 463.72'BW 465.72'WL 464.00'42 0 43544044544 0 450460 465440 430 450 430 440 445465 450 435 44 5 445445450435460460434TW 466.50'BW 464.90TW 435.00'BW 433.33'1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.2 - GRADING SPOT SHOTS PLAN.dwg | Plotted on 4/29/2019 4:50 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.06GRADING SPOT SHOTS PLAN C5.06C5.05C5.08C5.09C5.070SCALE 1"=20'40'20'NAD 83 1111 FFE =442.00FFE = 442.00FFE = 442.00FFE =442.00DD446445444443442D442.80441.50438439440441441.84TC 441.53441.75437440TC 441.10441440441TS 441.90BS 441.57TS 441.90BS 441.57SHRUB/FLOWER BEDSHRUBBEDHRUB/SMALLREE AREA FLOWER BEDEWOODSIGNTENNIS COURTSTENNIS COURTSBLOCK WALLTOP=451.8FF (TILE)=452.421 STORY S TUCCO POWER PLANTAREA1 STORY STUCCOBUILDINGW/ BASEMENT6' IRON FENCEW/ COLUMNS2' WIDE ROCK WALLTOP=442±1' WIDE ROCK WALLTOP=442±GRAVEL6" WIDE WOOD WALLTOP=442±CHAIN LINK FENCEGGREGATE CONC. SIDEWALK PLANTER6.5' IRON FENCEW/ CONC. COLUMNSPAVERSPLAN TER ROCK WALLCONC PAVERSFF(WOOD)=466.09STUCCO WALLEL@DOOR= 4 4 6 .33 KE S W I C K R O A D - R O U T E 7 3 1 UGP UGPUGP UGP UGPUGPUGPUGPUGPUTL UG P WWWWWW W W WUTLUTLUGT UGTUGTUGTUTLUGTUGTUGTGUGPUGPUGPUGPUGPU G P U G P UG P UGPUGP UGPUGPUGP UGPUGPUGPUGPUGPWWWWWWWWUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGUGP UGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP SVCUFO UFO UFO UFO UGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPU G P UGPUGPUGPUGPUGPUGPUGPUGPCONC. COLUMNS(TYP)OHU XWWWWXXXX XX XXXXXXX X X X X XXXXXXGG GGGGGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2 4434444464 4 7 44 8 44 9 4 5 1 452 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 4484 4 9 445 442 4 4 3 4 4 4 446 4 4 7 450455 44744 8 4494514524534544404384394414424434444464444624554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA44 7440 4454 3 8 439441442443444435434 436437445446447448 449THBUTLUTLLIMITS OFSURVEYK E S W I C K R O A D - R O 440441442443444448 446 2 5 ' P A R K I N G S E T B A C K 25 ' P A R K I N G S E T B A C K (T I E L I N E )SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWS8''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8'' F G G G HWSHWRCHWRCHWS4''W 4''F HWR HWS CHWS SAN CLUB DRIVEGGGGGGG G G GGGGGGG GGGGGGGG2' 'W6''WFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS8''F8''F8''F6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W W6''F8''F 6''W 4'' W CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSDDDDDDDDDDDDDD448 449 449 4 5 0 TC452.12'PVMT461.45'PVMT460.58'PVMT460.50'PVMT455.59'PVMT457.61'PVMT460.61'PVMT446.44'PVMT450.16'PVMT451.49'PVMT447.75'PVMT453.75'PVMT459.65'PVMT446.09'PVMT456.06'PVMT455.26'PVMT464.47'450.18'450.33'PVMT450.52'PVMT457.48'PVMT448.60'PVMT451.31'PVMT453.35'465.29'BS 453.25'TS 455.25'TS 452.25'BS 449.75'450.08450.23BS 463.50'TS 465.50'TC462.50'BS 455.30'TS 457.30'BS 457.35'TS 459.35'BS 459.40'TS 461.40'BS 461.45'TS 463.45'PVMT457.25'PVMT454.33'PVMT453.15'PVMT452.38'PVMT452.10'SWK451.31'PVMT451.22'PVMT449.36'PVMT454.03'PVMT454.66'PVMT455.12'PVMT455.13'PVMT454.47'PVMT454.95'PVMT455.48'PVMT455.36'PVMT456.20'GND456.84'PVMT455.78'PVMT454.89'PVMT454.87'PVMT453.44'PVMT452.95'451.45'PVMT452.48'PVMT450.70'PVMT451.65'PVMT451.02'PVMT451.98'PVMT453.01'PVMT453.07'PVMT455.06'PVMT455.75'PVMT456.55'PVMT444.06'PVMT443.78'PVMT444.97'PVMT446.45'PVMT447.25'PVMT447.80'PVMT447.43'PVMT447.38'PVMT445.80'PVMT445.85'PVMT444.81'PVMT447.18'PVMT447.62'PVMT447.59'PVMT447.12'PVMT446.08'PVMT446.96'PVMT447.00'PVMT447.51'PVMT447.87'PVMT447.15'PVMT447.53'PVMT448.95'PVMT449.05'PVMT448.52'PVMT448.48'TC446.02'TC445.50'SWK449.61'SWK449.30'PVMT452.18'PVMT451.51'PVMT450.18'PVMT450.44'SWK450.64'PVMT450.72'TC465.00'PVMT464.25'TC465.07'PVMT463.36'PVMT461.10'PVMT459.34'PVMT464.04'PVMT464.15'464.25'PVMT460.12'464.38'PVMT461.75'PVMT462.58'PVMT460.98'PVMT461.02'PVMT460.15'PVMT459.91'PVMT461.34'PVMT462.04'PVMT463.81'PVMT461.95'PVMT463.13'PVMT464.09'SWK448.61'TC450.85'SWK464.58'464.17'SWK464.66'MATCH EXIST.±446.13'MATCH EXIST.±446.06'FFE466.00'TC444.15'PVMT445.35'TC444.50'PVMT448.15'SCREEN WALL SEELANDSCAPE PLANSFOR DETAILSPVMT444.38'GRATE444.29'TC447.50'PVMT446.10'TC447.63'TC444.83'456 457 458 459 461449447446444448 4474 48447 4414424434444464474484494 5 1454 45645 7 464454453452451 4494494484474 5 2457 462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 4 3 9 4 3 8 446443 PVMT456.78'PVMT460.25'PVMT458.47'PVMT459.25'PVMT458.19'PVMT459.08'PVMT458.85'PVMT463.50'464.38'464.40'PVMT463.88'PVMT455.30'PVMT453.40'465.50'465.62'TS 449.63'BS 447.13'465 4 4 8 447446445444443442441440LP465.25'TS437.79'BS435.46'451.83'465.64'TS 466.00'460 4454454554654554 5 0 4504404 6 0 455450 450 44 5 455 465465460TC 453.63'TC 452.75'TW 466.50'BW 464.90458 45946 0 461 46 2 1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.2 - GRADING SPOT SHOTS PLAN.dwg | Plotted on 4/29/2019 4:51 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.07GRADING SPOT SHOTS PLAN C5.06C5.05C5.08C5.09C5.070SCALE 1"=20'40'20'NAD 831 1111111 CLUB DRIVEASPHALTSHRUB/SMALLTREE AREA FLOWER BEDSHRUB AREASHRUB/FLOWER BEDPOOLFLOWER BEDSTAMPED CONCRETESTAMPED CONCRETE4' GRAVEL PATHEWOODSIGNAGGREGATE CONC. SIDEWALK TENNIS COURTSTENNIS COURTS1 STORY STUCCOBUILDING1 STORYFRAMESHED 1 STORYBLOCK/STUCCOBUILDINGVINEYARDAREA3 STORY STUCCOBUILDINGW/ BASEMENTTAGGREGATE CONC. SIDEWALK6' IRON FENCEW/ COLUMNS2' WIDE ROCK WALLTOP=442±1' WIDE ROCK WALLTOP=442±GRAVEL6" WIDE WOOD WALLTOP=442±CHAIN LINK FENCECHAIN LINK FENCEGRAVEL PATHAGGREGATE CONC. SIDEWALK 6.5' IRON FENCEW/ CONC. COLUMNSACACAC ACACAC(2) GRANITESTEPS(7) WOODSTEPSWOOD DECK(4) BRICKSTEPSHAND RAILB R I C K S ID EW A L K ROCK WALLTOP=443±ROCK WALLTOP=443±FF=466.58FF=466.52FF (TILE)=452.62EL@DOOR=438.08FF(STAMPED CONC)=438.131 STORY STUCCOBUILDINGUGPUGPUGP WWWWWWWWWWWWWWWWWUGT UGT UGT UGT WWW W W UGPWWWWWWWUGPUGPUGPUGPUTLUTLUTL UGTUGTUGPUTLU T L U G PUGPUGTUGT UGT UGTUGTUGP UGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPWWUGTUGTUTLUTLUGPUGTUTLWUGTUGPUCATVUGPUG P UGTUGT UGTUGTUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP WWWWWWW W W WUTLUTLUGTUGT UGTGGGG UGTUGTUGTUGPUGPUGPUGPUTLUTLUTLUTLU G T UGTUGTUGTU G T UGPUGPUGPUGPUGPUGP UGP UGPUTLUTLUTLUGTUGTUGTUGTWWW UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOWW W W UGPUGPUGP UGP UGPUGPUGPUGPUGPUGPUGPUFO UGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGP EL@DOOR=451.998" BLOCK WALLSFLAGSTONE PATIOGRAVEL PARKINGWOOD FENCEVOLLEYBALLCONC. COLUMNS(TYP)10" PVC PIPE(END NOT OBSERVED)SAN3'X3' CONC. PADW/ RAIN BARRELSTAMPED CONCRETEBRICK WALLEL@DOOR=449.2115" CONC PIPEXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGG4 4 5 450442443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 456 457458 459 461 462 4634 5 1 4 5 245 3 4 5 4 44 9 455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454 455456 457458 459 4604614624 4 0 4 4 1 442443 44 4 435 436437438439445443444446 4554604524534544564574584594614 6 0 4 5 6 457 4 5 8 45 9 46 1 462463 464SHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA445446 447 4 4 8 4 49 45 1 452453435 436440445438439441442443444 446447448 449436437438438 438437438UGP2" SVCWWWUTLUTLUTLSAN8'' SANS25' SETBACK445G G G WWW W W W W GGGGGG4''W4''W8''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8''F8''F8''F8''F 8''F8''F8''FG G G GGGG HWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSANSANSANSANSANSANSSANSAN8''F SAN CLUB DRIVEX X X XSSANSANSA N SA N G G G G GGGGGGG G G GGGGGGG G8'' F 8'' F 2''W2''W2' 'W6''W6''W6''W8''F8''F8''F 8''F 8''F HWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6'' W 6'' W 6''WDDDDDPVMT461.45'PVMT460.58'PVMT460.50'PVMT455.59'PVMT457.61'PVMT460.61'PVMT450.16'PVMT451.49'PVMT453.75'PVMT459.65'PVMT456.06'PVMT455.26'PVMT464.47'PVMT457.48'5%FFE 444.63'FFE466.00'FFE466.00'465.29'FFE 444.63'FFE 444.63'452.30'PVMT457.25'PVMT454.03'PVMT455.12'PVMT455.13'PVMT454.47'PVMT454.95'PVMT455.48'PVMT455.36'PVMT456.20'GND456.84'PVMT455.78'PVMT454.89'PVMT454.87'PVMT453.44'PVMT452.95'451.45'PVMT452.48'PVMT450.70'PVMT451.65'PVMT451.02'PVMT451.98'PVMT453.01'PVMT453.07'PVMT455.06'PVMT455.75'PVMT456.55'449.05'PVMT450.18'TC465.00'PVMT464.25'TC465.07'PVMT463.36'PVMT461.10'PVMT459.34'PVMT464.04'PVMT464.15'464.25'PVMT460.12'464.38'PVMT461.75'PVMT462.58'PVMT460.98'PVMT461.02'PVMT460.15'PVMT459.91'PVMT461.34'PVMT462.04'PVMT463.81'PVMT461.95'PVMT463.13'PVMT464.09'TC450.85'SWK464.58'464.17'SWK464.66'TS 442.55'BS 441.55'TS 441.30'MATCH EXIST.±446.13'MATCH EXIST.±446.06'MATCH EXIST.±453.73'MATCH EXIST.±453.70'444.63'TW 453.06'BW 448.08'FFE466.00'FFE466.00'FFE 455.63'TW 455.50'BW 449.50'TW 449.25'BW 444.80'FFE466.00'PLANS FOR DETAILSLANDSCAPE PLANSFOR DETAILSTC447.50'TC447.63'44444644744844 3 4 4 2 44 1 451452449448456 457 458 459 461457 464451452454453452451 449449448447457462 448 449 451 452 453 454 456458459461 463 4 5 4 466 455454452.30'452.30'453453.50'452 TW 448.08'BW 444.70'TW 451.50'BW 448.00'TW 448.00'BW 444.50'444.63'439.86'4.5 %PVMT456.78'PVMT460.25'PVMT458.47'PVMT459.25'PVMT458.19'PVMT459.08'PVMT458.85'PVMT463.50'464.38'464.40'PVMT463.88'463462461465PVMT455.30'PVMT453.75'PVMT453.40'465.76'FFE466.00'465.62'465.83'FFE 455.63'453454455455454454455465.62'465.62'466.00'456457458459460458459465464 4 4 8 447446445444443442LP465.25'465.76'TS437.79'BS435.46'BS 457.50'BS 457.50'BS 457.50'TS 459.50'TS 461.55'BS 459.55'TS 463.60'BS 461.60'TS 459.50'TS463.50'BS 459.55'TS 461.55'BS 461.60'TS 463.60'466.00'456457458465.64'466LP 455.85'BW 463.78'TW 466.50'BW 463.72'TW 466.50'TW 468.00'TW 466.50'BW 463.78'BW 463.72'TW 466.50'BW 463.72'BW 465.72'WL 467.50'44544 0 450460 4654 5 0 4554 5 0 450 450 455 465465460465460TW 466.50'BW 464.90458 45946 0 461 46 2 1''=20'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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.2 - GRADING SPOT SHOTS PLAN.dwg | Plotted on 4/29/2019 4:51 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 2C5.08GRADING SPOT SHOTS PLANC5.06C5.05C5.08C5.09C5.070SCALE 1"=20'40'20'NAD 83 11111111 RPARPAASPHALTSH R U B / S M A L L TR E E A R E A SHRUB AREASH R U B / F L O W E R B E DPOOL FLOWER BEDFL O W E R B E D STAMPED CONCRETESTAMPED CONCRETEPOOLSTAMPED CONCRETESHRUB/FLOWER BEDBUMPER BLOCK(TYP)STAMPED CONCRETEWAG G R E G A T E C O N C . S I D E W A L K TENNIS COURTSTENNIS COURTSPOND1 STORY STUCCOBUILDING1 ST O R Y FRA M E SHE D COVERED BRICK AREA2 STORY BRICK#3733CONCRETEPAD PLAYGROUND EQUIPMENTVINEYARDAREAAGGREGATE CONC. SIDEWALKSIDEWALKCHAIN LINK FENCECHAIN LINK FENCEGRAVEL PATHAG G R E G A T E C O N C . S I D E W 5' ALUM & IRON FENCEXXXAC AC AC AC EL@DOOR=438.08FF(STAMPED CONC)=438.13UG P UGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGTUGT UGTUGT WWWWWWWUGTUGTUGTU G P U G P UG P UGP UGP UGP UGP UG P UGP UGPUGPUGPUGP UGP UG T UG T U G T UG T WWW W W UG P W W WWW W W UTL UTL UTL UGTWWGGGUTLUTLUTLUGTUGTUGTUGTWWWW W WW W W UGPSANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.778" BLOCK WALLSWOOD FENCEVOLLEYBALLNET POSTSSANSTAMPED CONCRETEBRICK WALLTOP=438.3XXOHU OHU OHU OHU OHU OHU OHU OHU O H U OH U XXXXXXXXXXXXX XX XXX X X X XXX X X XXXX XX XXX X XX XXXX XXXXXX X XX X 445 441 442 44 3 444 4464476"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)440445438439441442443444 4354364374 3 8438 4384354334344364374384304314324254224234244264274284294304 2 6 427 428 429431 UGPUGPWWWEOIEOIEOI SAN8'' SAN8'' SANSSSANITARY SEPTIC LIDTOP=423.77100' PONDBUFFER75' SETBACK4204254304214224234244264274284294314324334344 2 0 4 2 1 WPO BUFFERROD/FKESWICK CLUB, LLCDB. 4723, PG. 596PARCEL ID: 08000-00-00-011B0THOMAS M. TAYLORDB. 5074, PG. 214PARCEL ID: 08000-00-00-011A0XG G G GGGGGGGGGGG G G GGGGGGGGGGGGGG 4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W 4''W 4''W4''W4''W4''W4''W 8'' F 8''F 8''F 8''F 8''F8''F8''F8''F8''F8''FG G G G8''F8''F8''F8''F 8''F 8''F8''F8''F8''F8''F8''F8''FSAN SANSANSANSANSANS AN SAN SAN SANSANSANSANSANSANSANSANSANSSANSANXDFFE=429.50'TW 429.18'BW 427.18'TW 429.50'BW 427.20'HP 429.40'428.73'427.24'EXIST. ±428.69'±446.13'426.90'MATCH EXIST.±426.79'MATCH EXIST.±427.65'428.05'TOP429.50'TOP429.50'429.18'426427429430431431432433434435430429428426425428 429 430 428427428436427430431432427428431429.00'429429.50'2%TW 429.18'BW 427.18'428.52'427.84'428428.04'6%427.15'428 RETAIN.WALLJOB 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\40241-Keswick_Hall\DWG\Sheet\CD - Phase 2\C5.2 - GRADING SPOT SHOTS PLAN.dwg | Plotted on 4/29/2019 4:51 PM | by Jeremy Sanders J. SANDERSA. ALLISONC. SHIFFLETT03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 03-29-2019 REVISION #1 1 04-29-2019 MINOR SITE PLAN AMENDMENT / REVISION #2 21''=20'C5.09GRADING SPOT SHOTS PLANC5.06C5.05C5.08C5.09C5.070SCALE 1"=20'40'20'NAD 83 111111