The URL can be used to link to this page

Home My WebLink AboutSDP201900024 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 PLANC6.07STORMWATER 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.dwg | Plotted on 4/30/2019 11:32 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 NOTESTAX 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 AREASPECIAL 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, 2018COUNTY OF ALBEMARLEKESWICK HALL ADDITIONS AND SITE IMPROVEMENTSVICINITY 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) 327-16884/29/2019MINOR SITE PLAN AMENDMENT SDP-2018-016SITELOCATIONL1.00KEY 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 DETAILSTOTAL SHEETS = 44L5.05DRAIN DETAILSL5.10PAVING PATTERN ENLARGEMENTSL5.11PAVING PATTERN ENLARGEMENTSL6.00PLANTING KEY PLANL6.01PLANTING DETAILSPS-3PS-2PUMP STATION DETAILSPS-1PUMP STATION PLAN, SECTION, AND SITE LAYOUTL6.10ENTRY 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 ENLARGEMENTSSIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENTPLANNING & ZONINGENGINEERINGINSPECTIONSARCHITECTURAL REVIEW BOARDDEPARTMENT OF FIRE AND RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENTPUMP STATION DETAILSSheet 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 STRUCTURELC_01SITE PHOTOMETRYLC_02SITE PHOTOMETRYTOTAL SHEETS = 59VIRGINIA2LC_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 3:04 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 3:04 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 2C1.01NOTES AND DETAILS SUBBASESURFACEBASE18"4"TOP OF CURBR=2"CONTINUE 21B STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBVDOT A-3 CONCRETEVDOT STANDARD CG-2 CURBNo ScaleANCHOR WITH 58" REBARIMBEDDED 24" IN GROUND;2 PER WHEEL STOP7-1/2"5"6' LENGTH 0.5' FROM EPNo ScalePRECAST CONCRETE WHEEL STOP3" CONCRETE COLLARCRUSHED STONE BEDDING(NEENAH R-1975 OR EQUIVALENT)METAL INSPECTION FRAME W/ SOLID LID6" DI CLEANOUTOF LINEPLUG AT ENDEXIST GRADECLEANOUT DETAILNo ScaleACCOMMODATEWIDEN TRENCH TO9045SECTION 1-1PIPESIZEDEGREEBENDOF0.243.012.502.502.002.252.600.15BEND DIMENSIONSLH(FEET)TVOL.CU.YD.FOR ALL BENDS45°45°HMINTmin REQUIREDBEDDING ASANCHOR IFREQUIRED.45°Tmax'L1111CU.YD.SECTION 2-2TEE AND PLUGSLH(FEET)TVOL.FOR TEE OR WYE FITTINGS45°PLUG45°MINTMINH2PLUG2maxLLmax45°45°2500 P.S.I.CONCRETETHRUST BLOCKNOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.M.J. GATE VALVELINE2'x 2' BEARING AREAWATER36" MIN PLACE 5' GALVANIZED " WITNESS " POST WITHCAPPED ENDS PAINTED BLUE IN REMOTE AREASAS DIRECTED. MARKER LOCATION MAY BE SUBJECTTO HIGHWAY DEPARTMENT APPROVAL.ADJUSTABLE VALVE BOX W/ LID24" MIN 1'-0"4'-0"FINISHED GRADECONCRETE THRUST BLOCKSNo ScaleGATE VALVE (TYP)No ScaleTYPICAL FIRE HYDRANT ASSEMBLY DETAILNo Scale IT IS NOT ALLOWED IN THE DITCH.4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ( INCLUDING DITCHES )2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.SHALL BE USED AS ADDITIONAL SUPPORTCONCRETE. IF NECESSARY, A STEEL PILETHREADED RODS IN ADDITION TO POURINGTHE VALVE TO THE HYDRANT WITH 2-3/4"A HYDRANT IS LOCATED IN A FILL, ANCHORWHEN THE SOIL IS DISTURBED OR WHEN2500 P.S.I. CONCRETE VALVE BOX.NOTE : STEEL PILEUNDISTURBED STABLEBLOCK AGAINSTBASE AND THRUSTSOIL.OR ASPHALT COATEDRODS SHALL BE GALVANIZEDMAIN IN ALL INSTALLATIONS.3/4" THREADED RODS TO GRAVEL7 CU. FT.OR APPROVED EQUALMUELLER CENTURION (A-423)KENNEDY GUARDIAN (K-81A)36"MINLENGTH OF BRANCH VARIES6' MIN(270°)6" GATEVALVEVALVE BOX18"2' TO 10'NOTE: HYDRANT MUST BEEQUIPPED WITH CHARLOTTES-VILLE THREADS WHICH ISTHE LOCAL STANDARD.5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEPHOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IFREQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BEPLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.6"5'No ScaleCURB TRANSITION DETAILEPNo ScalePERMEABLE PAVERS SECTION - LEVEL 1 DESIGNNo ScaleREINFORCED TURFSUBBASESURFACEBASE12"6"TOP OF CURBCONTINUE 21B STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBVDOT A-3 CONCRETEFLUSH CURBNo ScaleSIGNAGE NOTES:1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHTHE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANYREVISION THERE TO:A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORMTRAFFICCONTROL DEVICES.C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGESPECIFICATIONS.D. THE 2000 INTERNATIONAL FIRE CODE.2.SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THEFIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHERCONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED INNOTE 1 ABOVE.3.ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED ANDINSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.STD.R1-124"(TYP.)STOP BAR DETAILNO SCALESOLID WHITE LINE12'(VARIES)NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETINGNo ScaleSTRIPING AND SIGNAGE DETAIL2'(TYP.)2'(TYP.)SOLID WHITE LINE6'1":1'7"CONC CURB AND GUTTER CLASS 3A,(f'c=3,000 PSI) CONCRETE4" MIN.COMPACTEDSUBGRADE13"4"6"2" R6"6"2'-0"No ScaleVDOT STANDARD CG-6 CURB & GUTTER CONTINUE 21B STONEBASE FROM ADJACENTPAVEMENT SECTIONUNDER CURBCOPPER RAIN CHAINAREA DRAIN TO BE LOCATEDDIRECTLY UNDER RAIN CHAINAND FIXED TO AREA DRAIN CAPSET AREA DRAINGRATE BELOW STONE4" DEPTH 1-2" DIA. BLACKGRADE A POLISHED PEBBLESFILTER FABRICFINISHEDGRADE6" DRAIN BASIN6" PVCNo ScaleRAIN CHAIN TERMINATION DETAIL30" MIN.3"2' DIA.1SURFACE WATER FLOW8"8"18' PARKING (REFER TO SHEETS C4.00-C4.04 FOR LOCATION)PERMEABLE JOINTOPENING AGGREGATEPERMALOC PERMEABLEPAVER ORAPPROVED EQUALPVCUNDERDRAINPIPEGEOTEXTILE FABRICTENAX MS220B OREQUIVALENTCOMPACTEDSUBGRADE SLOPETO UNDERDRAIN8" #57 STONE1-1/2" PERMEABLESETTING BEDAGGREGATEPERMALOC EDGERESTRAINTCAPTURE PLATE3" X 10"12" X 1" HEXWASHER SELFTAPPING SCREWNOTES:1.CONTRACTOR TO REFER TO ALL PERMALOC PERMEABLE SYSTEM DETAILS ANDINSTALLATION INSTRUCTIONS12"1 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 ST O R Y FRA M E SHE D 1 STORYCONCRETE BUILDINGTXBR IC K S ID EW A L KUGPUGPUGPUGTW WWWWWUGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGP UG T WW UGP UGPW W UGPUTL UGPUGTUGPUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUGPUGPUGPWWW GUGTUGTUGPUGPU G P UGPUGPUGPUTLU G T UGTUGPUGPUGPWWUTLUGTWUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLW W UGPUGPUGPUGPUGPUFO U FO UGPUGP UGPUGPUGPUGP UGPUGPXOHU OHU OHU OHU OHU OHU XX XXXXXX X XX X XGGGGGGGGGGGGGGGGG4 4 0 4 4 5 450438 43 9 4 4 1 4 4 2443444 4464 4 7 4 4 8 4 4 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 448449445 44 2 4 4 3 4 4 4 44 64 4 7 4504554474 4 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 4 4 3 444 446447 448 449451 452453453 454455456457458459 4604614624254304 3 5 44042 242342442642742842943143243343 443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 4394 4 1442 44 3 44 4435434436437438439 4 4 5 4 5 0 4 4 2 4434 4 4 4 4 6 4 4 7448449 45 1 445 450 444 446 447 448 449 451 45545 2 4 5 3 454 456 457 458 450 450 449 449 451445443444446 450455447448449451452453454456457458459461461461461462462463463464455460452453454456457458459461460 4 5 6457 4 5 8 45 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 4454464474 4 8 4 4 9 45145245343543 5 4 3 4 4344 4 7440 4454 3 8 439441442443444446446435 432 433 434436437440445438439441442443444 446447448 449435435 4354364374 3 8438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429430426427428429 431 UGPW8'' SA N 8'' SA N 8'' SA N8'' 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''F8'' 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 3:07 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 BEDSHRU B / F L O W E R B E D COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COBBLESTONECURB (TYP)COB B L E S T O N E CUR B ( 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=446.33WWWWW WWW WUGPUGPUGPUGP UGPUGPUGPWWWWWWW UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUFOUGTUGPUGPUG 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 IO NICVIRRHHWIRRHH IRR IGAT IONIRRHHIRRHHICVIRR HHIRR HHICVDUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPIRRIGATIONICVIRRHHIRRHHIRRHHIRRHHIRRHHICVIRRHHICVIRRIGATIONIRRIGATION IRRIGATIONS/LS/LIRRIGATIONIRR HHIRR HHICVICVIRRIGATIONIRR IGAT 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 448449450455447448449451452453454 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'' SA N 8'' SA N 8'' SA N 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 AC 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 3:09 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 3:09 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 3:10 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 3:11 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 3:12 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 3:13 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 3:14 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 3:14 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 3:15 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 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 3:15 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 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. PROPOSE HARDSCAPE(SEE LANDSCAPE PLAN)CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTPERMEABLE PAVERSREINFORCED TURFGRAVELLEGEND:DDDDDDDDDDDFMUGPUGP8''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 CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSASSHRUBBEDFLOWER BEDEPLANTERPLANTERUGP UGP UGPUGPUGPUGPUGPWWWWWWWWGGGGG(QLD)DUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPPVT SVCUGP UGPUGPUGPUGPUGPUGPUGPQLDPVTPVTPVTW WWWGGGGBOXBOXBOXTFMREMHEOIEOITOBUILDINGTO PLANTGMGMSIZE CHANGESAPLOCTO BUILDINGTO BUILDINGTO BUILDINGEOIEOIUTLEOIEOILIMITS OFSURVEY8'' SAN 8'' SAN 8'' SAN SANITARY MHTOP=451.90INV IN=446.73INV OUT=432.66KESWICK ROAD - ROUTE 73125' PARKING SETBACK 7 5 ' B U I L D I NG S E T B A C K 25' PARKING SETBACK SANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWSSANSANSAN38794115552366513432103848''FHWSHWRCHWRCHWS4''WCHWS4''F4''F HWRHWR HWSHWS CHWSCHWS CHWRHWSHWRSAN RIGHT-INRIGHT-OUTENTRANCE24'24'PERMEABLEPAVERS(TYP)PERMEABLEPAVERS (TYP)6'FLUSH CURB(TYP)FLUSH CURB(TYP)18'(TYP.)9' (TYP.)18'(TYP.)9'(TYP.)18'(TYP.)9' (TYP.)18'(TYP.)9' (TYP.)18'(TYP.)9'(TYP.)18'(TYP.)8'18'(TYP.)9'(TYP.)18'(TYP.)9'(TYP.)5'18'(TYP)9'(TYP.)8'5'8'24'24'24'18'59'26'24'R103'R280'R127'R145'R90'R150'R150'R10'R10'R50'R220'R30'R30'R132'R128'R150'R90'R37'R262'R5'R10'R5'R10'R10'R10'R5'R5'R5'R5'R5'R10'R5'R42'R152'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R85'R150'R110'R180'R222'R5'12'RESTAURANTHORIZON POOLREFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAILREFER TO LANDSCAPE/ARCH. PLAN FORFURTHER DETAILCENTRAL ENERGYPLANTPOOLBARSTAIRS WITHHANDRAILS. (4) 6''RISERS SEE DETAIL.CURBTRANSITIONSTAIRS WITHHANDRAILS. (5)6'' RISERS SEEDETAIL.CG-2PROPOSEDGREASE TRAP 2(SEE ARCH.PLANS FORDETAILS)PROPOSEDSANITARY SEWERWHEELSTOP (TYP.)WHEEL STOP(TYP.)BIORETENTIONAREA #4R3'R3'FLUSHCURB (TYP)PERMEABLEPAVERS(TYP)PERMEABLEPAVERS(TYP)6'6'R5'R145'R5'R10'24'R5'BIORETENTIONAREA #2R5'R5'STOP BARCROSSWALKCROSSWALKCROSSWALKSTOP BARSTOP BARSTOP BARSTOP BARSTOP BAREPEPEPEPEPEPEPEPEPEPEP EPEPEPEPEP EPEPEPCURBTRANSITIONR5'R150'EPR5'R5'R38'R5'R140'R62'R200'8'8'R5'R25'R2.5'PEDESTRIANBRIDGE. SEELANDSCAPESHEET.CROSSWALKCROSSWALKR5'R5'R5'R5'8'8'8'5'18'CG-128'6'CURB TRANSITIONCURBTRANSITIONEPEPEPSTAIRS WITH HANDRAIL (24) 6"RISERS SEE DETAILSEE LANDSCAPEPLAN FOR FINALIMPROVEMENTSSTAIRS WITH HANDRAIL RISERS SEE ARCH.PLANS FOR DETAILLOWER TERRACEREFER TO LANDSCAPE PLANSFOR FURTHER DETAILDECK WITH RAILINGSEE ARCH./LANDSCAPEPLANS FOR DETAILSENTRANCE TOPOOL PUMP ROOM6'10'FDCSEE LANDSCAPEPLANS FORFURTHER DETAILSEE LANDSCAPEPLANS FORFURTHER DETAIL(TYP.)(3) 6" RISERSSEE ARCH. /LANDSCAPE PLANSSEE LANDSCAPEPLANS FORFURTHERDETAILSCANOPYSEE ARCH./LANDSCAPEPLANS11'NEW CONNECTIONS INTORESTAURANT. REFER TO ARCH. PLANSEXTENDREINFORCEDTURF TO EDGE OFPAVEMENTR42'EPREFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAIL24'18'(TYP.)9' (TYP.)EPEPEP EPEPEPEPEXIST. BUILDINGWALL.11'TRANSITIONSWM FACILITYEASEMENT (SEESHEET C6.10)SWM FACILITYEASEMENT(TYP)6" FIRELINE11.25° BEND4" FIRE LINE. REFER TOARCH. PLAN FOR DETAILSR3'R10'R212'R13'R10'R10'R10'TANGENTPOINT OFCURVE (TYP.)TANGENTPOINT OFCURVE (TYP.)R10'20'R124'R250'R5'R5'24'R10'R5'R10'9'(TYP.)R10'4" PVC SANITARYSEWER (2% SLOPE MIN.)4" PVC SANITARYSEWER CONNECTION.REFER TO MEP PLANSFOR DETAILS.TANGENTPOINT OFCURVE (TYP.)R112'7'SWM FACILITYEASEMENT (SEESHEET C6.10)STR. 324(DI-1)SANITARYCONNECTION.REFER TO MEPPLANS FOR DETAILSACCESS TOMECHANICAL ROOM(LOWER LEVEL)R88'OVERHANGSTOP SIGNGAS METER3,480 MBTU/H5PSI IN/0.5 PSI OUTGAS METER2,500 MBTU/H5PSI IN/0.5 PSI OUT(2) 4" SCH. 40PVC CONDUITS(2) 4" SCH. 40 PVCCONDUITS2'x2' COMMUNICATIONSMANHOLE (TYP)2'x2'COMMUNICATIONSMANHOLE (TYP)R101'R5'R205'R205'9'(TYP.)R110'R110'R90'R123'R5'R5'6'6'R5'R5'9' (TYP.)R5'EPSSANSAN42414646A46B8(2) 4" CONDUITSSTUBBED FORFUTURECONNECTIONEP R5'9'(TYP.)FULL CRY LANEFULL C R Y L A N E FULL CRY LANEG G GGGGGGG G2" PVC GAS LINE2" PVC GAS LINE8'8'R36'R30'R124'R118'18'16'POOL BAR UTILITIES.SEE MEP PLANS FORFURTHER DETAILS.GGGGGGGSTAIRS WITHHANDRAILS. (10) 6''RISERS SEE DETAIL.3'STAIRS WITHHANDRAILS.STAIRS WITHHANDRAILS.STAIRS WITHHANDRAILS.SSANSANSANSTAIRS WITHHANDRAILS. (4) 7''RISERS SEE DETAIL.2(4) RAISED PLANTERS(SEE LANDSCAPE PLANS)8" PVC PUMP ROOMSANITARY CONNECTIONGRANITECURBGRANITECURBGRANITECURBGRANITECURB12'9404510RETAININGWALL1112RETAININGWALLSAFETYRAILINGXXXXXXXRETAININGWALLSAFETYRAILINGX35RETAININGWALL2' 'W2' 'W2''W2''W6''W6''W6''W6''W6''W6" DI FIRESERVICE2" PVCDOMESTICSERVICEPOOL PUMP ROOMWATERLINE CONNECTIONSRETAININGWALL12'DDDX CHWSCHWSCHWS 4''F4''F4''F4''F HWRHWRHWRHWR HWSHWSHWSHWS CHWSCHWSCHWSCHWS CHWRCHWRCHWR HWSHWSHWRHWRHWR SANSANSAN 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\C4.0 - LAYOUT.dwg | Plotted on 4/29/2019 3:21 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 2C4.00SITE PLAN C4.01C4.00C4.03C4.04C4.020SCALE 1"=20'40'20'NAD 83 REFER TO PLAN TITLED"KESWICK HALL CENTRALENERGY PLANT DEMOLITIONAND RENOVATION" SDP-2018-017& WPO201800023 FOR DESIGNINFORMATION.NOTES:1.KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOTMAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALLCOORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALLREQUIRED KNOX BOXES.POOL PAVILION UTILITY CONNECTION DETAILSCALE: 1"=10'CHWS, CHWR, HHWS, HHWR, HOT WATER,HOT WATER RETURN AND COLD WATERUTILITIES. CONTRACTOR SHALL REFER TOARCH/MEP DRAWINGS FOR FINAL PIPESIZES AND CONNECTION LOCATIONS.111111 DDDDDDDD8''F8''FHWRHWRCHWRCHWRCHWSCHWS6''W6''W4''W4''WHWSHWS6''W6''W6''W6''W 6''W 6''W 6''WCLUB 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 UFOUFOUFOUFOUFOUFOUFOUFOW(QLD)UTLUTLUTLUTLUTLUGPIRRHH UGPTOBUILDINGDUCTUGPUGPUGPPVTEOI1.5" SVCG(QLD)EO I X XX XXGGGGGGGGGGGGGEOIEOIEOI EOIEOISLSLBOXSLHBBOXBOXBOXBOXHBTFMRTFMRBOXEOITO BUILDINGPVTPVTCATV FOHHWMWMEOIEOIEOIEOISIZECHANGESAPLOC2" SVCGMEOIEOIWVWVTO BUILDINGTO BUILDINGEOIEOIUTLUTLUTLEOIEOIEOIEOIEOI8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN25' SETBACKWWWWWW25' SETBACKW WWW W W W W 1138228''F8''F8''FCHWS4''F4''F HWRHWR HWSHWSCHWSCHWSCHWR HWSHWR8''F SAN 24'PERMEABLEPAVERS (TYP)REFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAIL18'(TYP.)9'(TYP.)8'5'24'24'R90'R150'R5'R3'R10'R5'R5'R5'HORIZON POOLNEWGUEST WINGREFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAILREINFORCED TURFFOR EMERGENCYACCESSPROPOSEDGREASE TRAP 1(SEE ARCH. PLANSFOR DETAILS)STAIR WITH HANDRAILS.(4) 5'' RISERSSEE DETAIL.WHEELSTOP (TYP.)R10'STOP BARSTOP BARCROSSWALKCROSSWALKEPEPEPEPCURBTRANSITIONR25'8'8'8'5'18'26'26'STAIRS WITHHANDRAILS. (8) 6''RISERS SEE DETAIL.GRAND STAIR CASE.SEE ARCH. PLANS.GRAND STAIR CASE.SEE ARCH. PLANS.STAIRS WITHHANDRAILS. 6'' RISERSSEE DETAIL.SEE LANDSCAPEPLANS FORFURTHER DETAIL(TYP.)(3) 6" RISERSSEE ARCH. /LANDSCAPE PLANSFURTHERDETAILSRETAININGWALLSRETAININGWALLSREFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAILREFER TO LANDSCAPE/ARCH. PLAN FORFURTHER DETAILEPFDCFDCFDCEPEP R10'R10'26'11'11.25° BEND11.25° BEND8"X8" TEETIE TO WATERSTUB OUT4" FIRE LINE. REFER TOARCH. PLAN FOR DETAILSTANGENTPOINT OFCURVE (TYP.)R106'R80'CAP 8" FIRELINE FORFUTURE SPACONNECTIONEPEPASPHALT PAVEMENT TO BEREPAIRED TO MATCH EXIST.CONDITIONS FOLLOWINGTHE INSTALLATION OFSANITARY SEWER LINE4" PVC SANITARYSEWER (2% SLOPE MIN.)4" PVC SANITARYSEWER CONNECTION.REFER TO MEP PLANSFOR DETAILS.7'SWM FACILITYEASEMENT (SEESHEET C6.10)SWM FACILITYEASEMENT (SEESHEET C6.10)REPAIR ASPHALTPAVEMENT ASNECESSARYGUEST ROOMPATIO SEEARCH. PLANSFOR FURTHERDETAILSEXISTING BRICKWALL TO REMAIN(2) 4" SCH. 40 PVCCONDUITS2'x2' COMMUNICATIONSMANHOLE (TYP)R25'R125'R6'R6'R4'R4'6'R40'10'R80'R80'R77'R389.59'10'6'8'FREE STANDING WALL(SEE LANDSCAPE PLANS)ADA RAMPWITH HANDRAILRETAININGWALLFIRE PITCONTRACTOR TO PROVIDE 1" GASSERVICE TO FIRE PIT. REFER TOARCH PLANS SHEET KH P0.01 FORSTUB LOCATION(SEE LANDSCAPE PLANS FORFURTHER DETAILS)R44'R50'R40'R250'R240'R50'R2'R2'R2'R10'LANDSCAPEMEDIANCURBTRANSITION(4) 4" SCH. 40 PVCCONDUITSR5'R5'R10'R10'5'X6' LANDINGX SAFETYRAILINGSAFETYRAILINGX X X X XR10.5'WATER FEATURE(SEE LANDSCAPE PLANS)CURBTRANSITIONSSSSSSSSSSANSANSANSA N SANSAN SANSANSANSANSANSANSAN515027263276251203410'10.34'10'CMU WALL(SEE ARCH. PLANS)HEAVY DUTY CONCRETEPADS FOR MEPEQUIPMENT (SEE MEPPLANS FOR DETAILS)36'32'GATE(SEE ARCH. PLANS)UGPUGTUGPUGPUGPUGPUNDERGROUNDPOWER LINES &TELEPHONE LINESTO BE RELOCATEDG G G G PROPOSED PUBLIC GAS LINE ANDMETER. 7,790 MBTU/H (5 PSI IN/0.5PSI OUT). PUBLIC UTILITY SHALLINSTALL LINE AND METER. (TYP.)CONDUITS FROM UTILITYCABINET AND TRANSFORMER(SEE MEP PLANS FORINFORMATION)PROVIDE 1 FT OFSEPARATION BETWEENUTILITY CROSSINGS (TYP.)LOCATION OF CENTURY LINK DATAPEDESTALS TO BE VERIFIED PRIOR TOINSTALLATION OF UTILITY CABINETS.ADJUST CONDUITS AS NECESSARY.STAIRS WITHHANDRAILS. (19) 7''RISERS SEE DETAIL.RETAINING WALLR50'R33'PROPOSED SANITARYCONNECTION(SEE MEP PLANS FORDETAILS)PROPOSED SANITARYCONNECTION(SEE MEP PLANS FOR DETAILS)PROPOSED SANITARYCONNECTION(SEE MEP PLANS FOR DETAILS)FULL CRY LANEGGGGGGRAVELMECHANICALYARD8''F 8''F 11.25° +22.5° BEND11.25° +45.5° BEND22.5° BENDR4.5'POOL BAR UTILITIES.SEE MEP PLANS FORFURTHER DETAILS.STAIRS WITHHANDRAILS.R10'R2.5'R130.5'R4'R2'R147'R153'R4'R2'R2'R2'R2'6'6'6'6'6'(9) BIKE RACKS(SEE LANDSCAPEPLANS)303125(12) 6" RISERS(SEE LANDSCAPEPLANS)(12) 6" RISERS(SEE LANDSCAPEPLANS)(12) 6" RISERS(SEE LANDSCAPEPLANS)FREE STANDING WALL(SEE LANDSCAPE PLANS)FREE STANDING WALL(SEE LANDSCAPE PLANS)FREE STANDING WALL(SEE LANDSCAPE PLANS)6'5.6'10'22.5'10'22.5'CURB TRANSITIONGRANITECURBGRANITECURBGRANITECURB12'XSAFETY RAILINGRETAININGWALL(4) LIGHT BOLLARDS(SEE LANDSCAPE PLANS)APPROX. LOCATION OFCENTURYLINK PILLAR. VERIFYPRIOR TO THE START OFCONSTRUCTION.PROPOSE HARDSCAPE(SEE LANDSCAPE PLAN)CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTPERMEABLE PAVERSREINFORCED TURFGRAVELLEGEND: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\C4.0 - LAYOUT.dwg | Plotted on 4/29/2019 3:21 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 2C4.01SITE PLAN C4.01C4.00C4.03C4.04C4.020SCALE 1"=20'40'20'NAD 83 NOTES:1.KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOTMAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALLCOORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALLREQUIRED KNOX BOXES.11121111 DDDDDDDDDDDDDDFMUGPUGP8''F8''F8''F8''F8''F8''F8''F 8''F 8''F UGPUGPUGPHWRHWRCHWRCHWRCHWSCHWS6''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 CHWSCHWSCHWRCHWRHWRHWRHWSHWSHWRHWRHWSSSPSASHRUB/FLOWER BEDSHRUBBEDHRUB/SMALLREE AREA FLOWER BEDEPLANTER PLANTER KESW 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 UGPUGPUGPUGPUGPWWWWWWWWUFOUFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGG(QLD )FIREWATERTOBUILDINGCHILLED WATERSEND/RETURN(DOM)IRRHHIRRHHIRR HHIRRIGATIONIRRIGATIONIRRI G A T I O N ICVIRRHHIRR HHIRR HHUGPUGPUGP DUCTDUCTDUCTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPPVT SVC 1. 2 5 "UFO UFO UFO S/LEOIIRRIGATION UGPUGPUGPUGP UGPUGP UGPUGPUGPUGPUGPUGP UGP UGPU G P UGPUGPUGPUGPUGPUGPUGPQLDUGPPVT PVTPVTX WWWWXXXX XX XXXXXXXXX X X XXXXXXGG GGGG GGGGGGGGGGGGGGGGGSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREABOXBOXBOXTFMRBOXBOXUPSLSLBOXBOXBOXSLSLSLSLSLEMHEOIEOI EOITHBEOITOBUILDINGTO PLANTGMGMSIZE CHANGESAPLOCGVGVTO BUILDINGTO BUILDINGEOIUTLUTLUTLEOIEOIEOI EOIEOIEOI EOI LIMITS OFSURVEYEOIEOI K E S W I C K R O A D - R O 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 )FDCSANSANHWSHWSHWSHWRHWRHWRHWRHWRHWRHWSHWSHWSCHWRCHWRCHWRCHWSCHWSCHWSCHWS243387941155523665134321038428''F8''F8''F8''F8''F8''F8''F8''F8''F8'' F 8'' F G G G HWSHWRCHWRCHWS4''WCHWS4''F HWR HWSHWS CHWSCHWS CHWRHWRSAN 1RIGHT-INRIGHT-OUTENTRANCE24'24'PERMEABLEPAVERS(TYP)PERMEABLEPAVERS (TYP)6'FLUSH CURB(TYP)FLUSH CURB(TYP)18'(TYP.)9' (TYP.)20'(TYP.)18'(TYP.)9'(TYP.)18'(TYP.)9' (TYP.)18'(TYP.)9' (TYP.)18'(TYP.)9'(TYP.)18'(TYP.)8'18'(TYP.)9'(TYP.)18'(TYP.)9'(TYP.)5'18'(TYP)9'(TYP.)8'5'8'24'24'24'24'18'59'26'24'R103'R280'R127'R145'R90'R150'R150'R10'R10'R5'R3'R50'R220'R30'R30'R132'R128'R150'R90'R37'R238'R262'R10'R5'R10'R20'R5'R10'R10'R10'R5'R5'R5'R5'R5'R5'R5'R5'R10'R5'R42'R152'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R85'R150'R110'R180'R222'R5'12'REFER TO LANDSCAPE/ARCH. PLAN FORFURTHER DETAILCENTRAL ENERGYPLANTPOOLBARSTAIRS WITHHANDRAILS. (4) 6''RISERS SEE DETAIL.CURBTRANSITIONSTAIRS WITHHANDRAILS. (5)6'' RISERS SEEDETAIL.CG-2BIORETENTIONAREA #3WHEELSTOP (TYP.)WHEEL STOP(TYP.)BIORETENTIONAREA #4R3'R3'FLUSHCURB (TYP)PERMEABLEPAVERS(TYP)PERMEABLEPAVERS(TYP)PERMEABLEPAVERS(TYP)6'6'R5'R145'R5'R10'24'R5'BIORETENTIONAREA #2R5'R5'STOP BARCROSSWALKSTOP BARCROSSWALKCROSSWALKSTOP BARSTOP BARSTOP BARSTOP BARSTOP BARSTOP BARCROSSWALKEPEPEPEPEPEPEP EPEPEPE P EPEPEPEPEPEPEPEPEPEP EPEPEPCG - 6CG-6CG-2CG-2CG-6EPEPCURBTRANSITIONR5'R150'EPR5'R5'R38'R5'R140'R62'R200'8'8'R5'R25'R2.5'PEDESTRIANBRIDGE. SEELANDSCAPESHEET.CROSSWALKCROSSWALKR5'R5'R5'R5'R25'8'8'8'5'18'CG-12MONUMENT SIGN &LANDSCAPE FEATURES(SEE LANSCAPE/ARCH PLANS)8'6'CURBTRANSITIONEPEP EPSTAIRS WITH HANDRAIL RISERS SEE ARCH.PLANS FOR DETAIL6'10'FDC11'NEW CONNECTIONS INTORESTAURANT. REFER TO ARCH. PLANSEXTENDREINFORCEDTURF TO EDGE OFPAVEMENTR42'EP24'R50'18'(TYP.)9' (TYP.)EPEPEP EPEP EPEPEPEPEXIST. BUILDINGWALL.11'CURBTRANSITIONCURBTRANSITIONSWM FACILITYEASEMENT (SEESHEET C6.10)SWM FACILITYEASEMENT (SEESHEET C6.10)SWM FACILITYEASEMENT(TYP)6" FIRELINE45° BEND45° BEND22.5° BEND22.5° BEND11.25° BEND11.25° BEND8"X8" TEETIE TO WATERSTUB OUTR3'TANGENTPOINT OFCURVE (TYP.)R10'R212'R13'R10'R10'R10'TANGENTPOINT OFCURVE (TYP.)TANGENTPOINT OFCURVE (TYP.)TANGENTPOINT OFCURVE (TYP.)R10'20'R124'STR. 142(DI-3B)STR. 152(DI-3B)R5'R250'R5'R5'R280'24'R10'R5'R10'18'(TYP.)9'(TYP.)R10'R5'4" PVC SANITARYSEWER (2% SLOPE MIN.)4" PVC SANITARYSEWER CONNECTION.REFER TO MEP PLANSFOR DETAILS.TANGENTPOINT OFCURVE (TYP.)TANGENTPOINT OFCURVE (TYP.)R112'7'SWM FACILITYEASEMENT (SEESHEET C6.10)STR. 324(DI-1)PLANS FOR DETAILSR88'STOP SIGNGAS METER3,480 MBTU/H5PSI IN/0.5 PSI OUTGAS METER2,500 MBTU/H5PSI IN/0.5 PSI OUT(2) 4" SCH. 40PVC CONDUITSTRAFFIC RATEDPULL BOX2'x2'COMMUNICATIONSMANHOLE (TYP)R30'R25'R125'R101'R50'R205'R5'R5'R250'R5'R205'R205'18'9'(TYP.)R110'R20'R20'R172'R260'R25'R275'R148'R110'R172'R90'R123'R5'R5'CLUB DRIVER15'21.11'8" PVCSTOPSIGN(4) 4" SCH. 40 PVCCONDUITSR5'R5'9' (TYP.)R5'R10'R10'EPR256'9'R5'20'(TYP.)9'R256'(4) PARALLELPARKINGSPACES(3) PARALLELPARKINGSPACES(2) 4" CONDUITSSTUBBED FORFUTURECONNECTION2E P R5'9'(TYP.)FULL CRY LANEFULL C R Y L A N E FULL CRY LANEGGGGGGG G G GGGGGGG GFULL CRY LANE2" PVC GAS LINE2" PVC GAS LINE8'8'11.25° +22.5° BENDR4.5'R36'R30'R124'R118'18'16'POOL BAR UTILITIES.SEE MEP PLANS FORFURTHER DETAILS.GGGGGGGSTAIRS WITHHANDRAILS. (4) 7''RISERS SEE DETAIL.2(4) RAISED PLANTERS(SEE LANDSCAPE PLANS)5.6'10'22.5'GRANITECURBGRANITECURBGRANITECURBGRANITECURBGRANITECURBGRANITECURB12'12RETAININGSAFETYRAILING2' 'W6''WRETAININGWALL12'DDDPROPOSE HARDSCAPE(SEE LANDSCAPE PLAN)CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTPERMEABLE PAVERSREINFORCED TURFGRAVELLEGEND: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\C4.0 - LAYOUT.dwg | Plotted on 4/29/2019 3:22 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 2C4.02SITE PLAN C4.01C4.00C4.03C4.04C4.020SCALE 1"=20'40'20'NAD 83NOTES:1.KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOTMAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALLCOORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALLREQUIRED KNOX BOXES.111111111 DDDDD8''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''WCLUB 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 UGPUTLUTLUTLUGTUGTUGTUGTWWWW(SVC) (QLD)W(QLD)UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG SVC(QLC)W(QLD)IRR HHIRRIGATIONIRR HHIRR HHIRR HHWW W WPVT (QLD)PVT (QLD)IRRHHIRRIGATION IRRIGATIONIRRIGATIONICVICVIRR HHIRRIGATION IRRHHIRRHHIRR HHIRRIGATIONIRRIGATIONIRRIGATION ICVIRRHHIRR HHIRR HHUGPUGPUGP UGP TOBUILDINGIRRHHPVT(QLD)PVT(QLD)PVT (QLD)TOBUILDINGDUCTDUCTUGPUGPUGPUGPUGPUGPUGPPVTUNKSIZE/TYPESVCUFO S/LEOIIRRIGATION UGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPP V T 1.5" SVCG(QLD)UGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)IRRPEDIRRPEDSANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANXXXXXX X X XXX X X X XXXX XXX X XXXXXXXXXXXXXX X XXXGGGGGGGGGGGGGGGGGGGGGGGGGSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREA6"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)EOIEOIE O I EOIEOITFMRTFMRBOXBOXBOXSLSLBOXBOXSLSLSLSLSLSLSLBOXBOXEMHE O I EOIEOITO BUILDINGPVTCATV FOHHWMWMEOIEOIWVWMWMWVWVEOIEOIEOIEOIEOITO POOL LIGHTSTO WALL LIGHTSTO BUILDINGTO BUILDINGTO LIGHTIN TREETO BUILDINGUGPSIZECHANGESAPLOC2" SVCGMEOI GVGMEOIEOIWVWVICVWWWTO BUILDINGTO BUILDINGEOIEOIUTLUTLUTLEOIEOIEOIEOIEOIEOITO BUILDINGTO BUILDINGTO BUILDINGEOIEOIEOIEOIEOI EOI EOIEOISAN8'' SANSEBOX INSIDE OLDTV PED. CATV CUTS.25' SETBACKG G G WWW W W W W 338794115366134238422GGGGGG4''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 24'24'PERMEABLEPAVERS(TYP)PERMEABLEPAVERS (TYP)REFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAILFLUSH CURB(TYP)18'(TYP.)9' (TYP.)20'(TYP.)18'(TYP.)9' (TYP.)18'(TYP.)9' (TYP.)18'(TYP.)9'(TYP.)18'(TYP.)8'5'18'(TYP)9'(TYP.)24'24'24'R127'R145'R90'R150'R150'R5'R3'R50'R150'R238'R262'R10'R5'R10'R20'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R5'R85'R150'R110'R180'R222'R5'NEWGUEST WINGREFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAILR50'POOLBARBIORETENTIONAREA #3PROPOSEDGREASE TRAP 1(SEE ARCH. PLANSFOR DETAILS)WHEELSTOP (TYP.)PERMEABLEPAVERS(TYP)PERMEABLEPAVERS(TYP)PERMEABLEPAVERS(TYP)R145'R5'R10'24'R5'BIORETENTIONAREA #2CROSSWALKSTOP BARSTOP BARSTOP BARSTOP BARCROSSWALKCROSSWALKEPE P EPEPEPEPEPEPEPEPEP EPCG-2CG-6EPEPEPEPCURBTRANSITIONR5'R150'EPR5'R5'R38'R5'R140'R62'R200'8'8'R5'R25'R2.5'PEDESTRIANBRIDGE. SEELANDSCAPESHEET.CROSSWALKCROSSWALKR5'R5'R5'R5'R25'8'8'8'5'18'STAIRS WITHHANDRAILS. (8) 6''RISERS SEE DETAIL.GRAND STAIR CASE.SEE ARCH. PLANS.GRAND STAIR CASE.SEE ARCH. PLANS.LAUNDRY MAINTENANCEBUILDING GAS CONNECTION4X8"TAPPINGSLEEVE &VALVE6" GRAVITY(PVC)STAIRS WITHHANDRAILS. 6'' RISERSSEE DETAIL.8'6'CURB TRANSITIONCURBTRANSITIONSEE LANDSCAPEPLANS FORFURTHER DETAIL(3) 6" RISERSSEE ARCH. /LANDSCAPE PLANSCANOPYSEE ARCH./LANDSCAPEPLANS11'NEW CONNECTIONS INTORESTAURANT. REFER TO ARCH. PLANSRETAININGWALLSREFER TO LANDSCAPEARCH. PLAN FORFURTHER DETAILREFER TO LANDSCAPE/ARCH. PLAN FORFURTHER DETAIL24'18'(TYP.)9' (TYP.)20'8'FDCEPEPEP EPEPEPEPEPEP6160 11'(4) 45° BENDSCURBTRANSITIONSWM FACILITYEASEMENT (SEESHEET C6.10)6" FIRELINE22.5°BEND90° BEND11.25° BEND45° BEND45° BEND22.5° BEND22.5° BEND11.25° BEND11.25° BEND8"X8" TEETIE TO WATERSTUB OUT4" FIRE LINE. REFER TOARCH. PLAN FOR DETAILSTANGENTPOINT OFCURVE (TYP.)TANGENTPOINT OFCURVE (TYP.)TANGENTPOINT OFCURVE (TYP.)R124'STR. 152(DI-3B)CAP 8" FIRELINE FORFUTURE SPACONNECTIONEPASPHALT PAVEMENT TO BEREPAIRED TO MATCH EXIST.CONDITIONS FOLLOWINGTHE INSTALLATION OFSANITARY SEWER LINE4" PVC SANITARYSEWER (2% SLOPE MIN.)4" PVC SANITARYSEWER CONNECTION.REFER TO MEP PLANSFOR DETAILS.7'SWM FACILITYEASEMENT (SEESHEET C6.10)REPAIR ASPHALTPAVEMENT ASNECESSARYREPAIR CONCRETESIDEWALK ASNECESSARYREPAIR CONCRETESIDEWALK ASNECESSARYREPAIR ASPHALTPAVEMENT ASNECESSARYREPAIR ASPHALTPAVEMENT ASNECESSARY6" HDPE IPS DR-13.5FORCE MAINGUEST ROOMPATIO SEEARCH. PLANSFOR FURTHERDETAILSR88'OVERHANG2" PVC GAS LINE(2) 4" SCH. 40PVC CONDUITS(2) 4" SCH. 40 PVCCONDUITSTRAFFIC RATEDPULL BOXTRAFFIC RATEDPULL BOX2'x2' COMMUNICATIONSMANHOLE (TYP)(4) 4" SCH. 40PVC CONDUITSR30'R25'R250'R5'R205'R205'18'9'(TYP.)R110'R20'R20'R172'R275'R148'R6'R110'R70'R172'R90'R77'R123'R5'R5'6'8'FREE STANDING WALL(SEE LANDSCAPE PLANS)R10'CLUB DRIVER15'21.11'8" PVCEXISTING GASSERVICE TO REMAINPROPOSED GAS SERVICE.EXIST. SERVICE TO BEREMOVED/ABANDONED INPLACE.(4) 4" SCH. 40 PVCCONDUITSR5'R5'9' (TYP.)R5'R10'R10'SAFETYRAILINGX X X X WATER FEATURE(SEE LANDSCAPE PLANS)SSANSANSA N SA N51 42412726R256'9'(3) PARALLELPARKINGSPACESG G G G PROPOSED PUBLIC GAS LINE ANDMETER. 7,790 MBTU/H (5 PSI IN/0.5PSI OUT). PUBLIC UTILITY SHALLINSTALL LINE AND METER. (TYP.)CONDUITS FROM UTILITYCABINET AND TRANSFORMER(SEE MEP PLANS FORINFORMATION)PROVIDE 1 FT OFSEPARATION BETWEENUTILITY CROSSINGS (TYP.)LOCATION OF CENTURY LINK DATAPEDESTALS TO BE VERIFIED PRIOR TOINSTALLATION OF UTILITY CABINETS.PROPOSED SANITARYCONNECTION(SEE MEP PLANS FORDETAILS)PROPOSED SANITARYCONNECTION(SEE MEP PLANS FOR DETAILS)E P R5'9'(TYP.)FULL C R Y L A N EGGGGGGG G G GGGGGGG GFULL CRY LANE2" PVC GAS LINE2" PVC GAS LINE8'8'8'' F 8'' F 11.25° +22.5° BEND11.25° +45.5° BEND22.5° BENDR4.5'18'POOL BAR UTILITIES.SEE MEP PLANS FORFURTHER DETAILS.(2) 4" SCH. 40 PVCCONDUITSSTAIRS WITHHANDRAILS.STAIRS WITHHANDRAILS.R10'R2.5'R2'R2'6'6'STAIRS WITHHANDRAILS. (4) 7''RISERS SEE DETAIL.2(12) 6" RISERS(SEE LANDSCAPEPLANS)(12) 6" RISERS(SEE LANDSCAPEPLANS)(12) 6" RISERS(SEE LANDSCAPEPLANS)FREE STANDING WALL(SEE LANDSCAPE PLANS)FREE STANDING WALL(SEE LANDSCAPE PLANS)FREE STANDING WALL(SEE LANDSCAPE PLANS)6'5.6'6'5.6'5.6'10'22.5'10'22.5'CURB TRANSITIONGRANITECURBGRANITECURBGRANITECURBGRANITECURBGRANITECURB12'2''W2''W2' 'W6''W6''W6''W6" DI FIRESERVICE2" PVCDOMESTICSERVICE12'(4) LIGHT BOLLARDS(SEE LANDSCAPE PLANS)PROPOSE HARDSCAPE(SEE LANDSCAPE PLAN)CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTPERMEABLE PAVERSREINFORCED TURFGRAVELLEGEND: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\C4.0 - LAYOUT.dwg | Plotted on 4/29/2019 3:22 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 2C4.03SITE PLANC4.01C4.00C4.03C4.04C4.020SCALE 1"=20'40'20'NAD 83 NOTES:1.KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOTMAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALLCOORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALLREQUIRED KNOX BOXES.11111111 PROPOSE HARDSCAPE(SEE LANDSCAPE PLAN)CONCRETE SIDEWALKHEAVY DUTY CONCRETEHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTPERMEABLE PAVERSREINFORCED TURFGRAVELLEGEND:DRPARPASH 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( 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 PV T ( 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 IO N IRRIGATIONICVICVIRR HHIRRI G A T I O N IRRIGATIONPVT (QL D ) PVT (QL D ) PVT ( Q L D )UNKSIZE/TYPESVCPVTUGPBACKFLOWPREVENTERWMVAULTWMVAULTBACKFLOWPREVENTERW(QLD)ICVSANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.77SANXXOHU 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 6"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)SLSLSLSLSLSLSLSLSLSLBOXSLBOXBOXBOXBOXBOXPOSTSLBOXWVWMWMWVE O 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' SETBACKWPO 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 A N SAN SAN SANSANSANSANSANSANSANSANSANSSANSANLAUNDRYMAINTENANCEBUILDINGTURN AROUND AREAFOR EMERGENCYVEHICLES8" FIRE LINECONNECTION4" DOMESTIC WATERLINE CONNECTION8" PVC(2) 90° BENDSLAUNDRY MAINTENANCEBUILDING GAS CONNECTION4X8"TAPPINGSLEEVE &VALVE(2) 45° BEND10'8'5'GAS CONNECTION(SEE ARCH/MEPPLANS)6" CLEANOUTINV: 426.506" PVC @ 2%SLOPE(SANITARYGRAVITY)20'X20' SANITARYPUMP STATION.TOP OF STRUCTURE6" ABOVE GRADE.(SEE SHEETSPS-1-PS-3)(4) 45°BENDS(4) 45°BENDS6" HDPE IPS DR-13.5FORCE MAIN4" PVC6" GRAVITY(PVC)8'FDC6160(4) 45° BENDS(4) 45° BENDS45° BEND90° BEND22.5°BEND90° BEND11.25° BEND8" PVC4" PVC8" PVC90° BENDCONC. PAD FOR MEPEQUIPMENT(SEE ARCH/MEP PLANS)UTILITY CABINET & CONC.PAD FOR TRANSFORMER(SEE ARCH/MEP PLANSFOR SIZE, LOCATION &SPECIFICATIONS)R20'R20'R10'R10'20'20'R5'R2.5'R2.63'R5'TANGENTPOINT OFCURVE (TYP.)REPAIR ASPHALTPAVEMENT ASNECESSARYREPAIR CONCRETESIDEWALK ASNECESSARYREPAIR CONCRETESIDEWALK ASNECESSARYREPAIR ASPHALTPAVEMENT ASNECESSARYPROVIDE 18" OFVERTICAL SEPARATIONBETWEEN WATER &SEWER LINES (MIN.)EXIST. 15" RCPCULVERT TO REMAIN6" HDPE IPS DR-13.5FORCE MAIN25'2" PVC GAS LINE45° BENDTRAFFIC RATEDPULL BOXTRAFFIC RATEDPULL BOXTRAFFIC RATEDPULL BOX(4) 4" SCH. 40PVC CONDUITS2'x2' COMMUNICATIONSMANHOLE (TYP)(2) 4" SCH. 40 PVCCONDUITS(2) 4" SCH. 40 PVCCONDUITS21.11'EXISTING GASSERVICE TO REMAINPROPOSED GAS SERVICE.EXIST. SERVICE TO BEREMOVED/ABANDONED INPLACE.PROPOSED 2" PVC PUBLIC GASLINE. CONTRACTOR SHALLINSTALL LINE. COORDINATE WITHCHARLOTTESVILLE GASDEPARTMENT.PROPOSED PUBLIC GAS LINE AND METER.4,322 MBTU/H (5PSI IN/0.5 PSI OUT)PUBLIC UTILITY SHALL INSTALL LINE ANDMETER. (TYP.)RETAINING WALL WITH SAFETY RAIL.REFER TO VDOT STD HR-1 TYPE IIPEDESTRIAN RAILING.R10'X5.5'3'5'3'(2) 4" SCH. 40 PVCCONDUITS1''=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\C4.0 - LAYOUT.dwg | Plotted on 4/29/2019 3:23 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 2C4.04SITE PLANC4.01C4.00C4.03C4.04C4.020SCALE 1"=20'40'20'NAD 83 NOTES:1.KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOTMAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALLCOORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALLREQUIRED KNOX BOXES.111 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 3:28 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 3:29 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 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 3:29 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 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 3:29 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 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 3:30 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 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 3:35 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 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 3:35 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 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 3:36 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 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 3:36 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 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 3:36 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 21''=20'C5.09GRADING SPOT SHOTS PLANC5.06C5.05C5.08C5.09C5.070SCALE 1"=20'40'20'NAD 83 111111 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 '305.77'SRPARPARPARPACTTW4' GRAVEL PATHEDD1 STOR Y FRAME SHED 1 STORYCONCRETE BUILDINGTXBRI C K S I D E W A L KUGPUGPUGPUGTW WWWWWUGPUGPUGTUGPUTLUGTUGPUGTUGPUGPUGP U G T WW UGP UGPW W UGPUTL UGPUGTUGPUGTUGTUGTUGPUGPWUTLUGTUGPUGPUGPUGPUGPUGPUGPWWW GUGTUGTUGPUGPU G P UGPUGPUGPUTLU G T U G T UGPUGPUGPWWUTLUGTWU F O UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLW W UGPUGPUGPUGPUGPUFO UFO UGPUGP UGPUGPUGPU G P UGPUGPXOHUOHU OHU OHU OHU OHUXX XXXXXX X XX X XGGGGGGGGGGGGGGGGG44 0 4 4 5 450438 43 9 44 1 4 4 2443444 4464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2 45 3 4 5 4 44844 9 445 442 4 4 3 4 4 4 4464 4 7 4504554474 4 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441 442 44 3 444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 44 0 42 2 4 2 342442642742842943143 2 43 343443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 4 3 9 4 4 1442 443 44 4 435434436437438439 4 4 5 4 5 0 4 4 2 4 4 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 6 457 4 5 8 45 9 46 1 4 62 463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446447 4 4 8 4 4 9 45 1 45245343543 5 4 3 4 43444 7440 4454 3 8 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 4354364374 3 8438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429430426427428429431UGP W8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SANSSSS440441442443444WW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425430435421422423424426427428429431432433434436420421 8'' SAN8'' SAN 420425421422423 424426427428429431432429427425424423422421420415412413414416417418419431430428426424422420 (T I E L I N E ) G SANWW HWSHWRHWRHWSCHWRCHWSDDDDDDDDDDDDDDDDDD423 422 421 4 3 6 43 7 438 439 441 444 44644444644744844 3 44 2 441 451452449448456 457 458 459 4 6 1 449447446444448 4474 4 8447 44144244344444644744844945 1454 456457464 444 43443 4 4364514524544534524514494494484474 5 2 424 42 5 426 4 2 7 42 8 429 431 432 433 431 434 436 438 437 439 457462 444446 447448 449 451 452 453 454 456458459461 463 45 4 453 454426427429430431431432433434435430429428426425428429430 4 3 9 43 8428427 451 443 442 446447448449 451 441 439 438437453452 432 433 441 442 4 4 3444 466 455454428436427430431432427428431 446443 454453452 452 452 442 443 44444 6 447446447448448 449433 433437 456454453452451436449448447446445444463462461465433432431429 428428 453454455455454454455464462456457458459460458459465464 452 4534544 4 8 4 4 7 446445444443442441 4 4 0 448446444 4 42 463461459458457456455456457458466420 435440445440450 460 445445455465440 430 4 5 0 45545 0 450440430 440 4 6 0 455450 450 445 455 445 435465450 435 445 4454454504554504354654604654604604344 5 8 459 46 0 461 462 UGP8''F8''F8''F UGPUGPHWRCHWRCHWS6''W4''WHWS8''F6''W6''W6''W6''W 6''W 0+000+501+001+502+002+503+003+504+004+505+00 5+50 6+00 6+43.3 1 6'' W SSPSAGGGGGGGGGG4''W4''W4''W4''W4''W8''F8''F8''F8''F8'' F 8''F 8''F8''FG G8''F8''F8''FSANSANSAN SANSANSANS6160X XSSSSSSSSSSSANSA N SAN515042412726324646A46B8762512034UGPG GGG GGG8'' F GGS30312594045101112XX352''W6''W6''WDDD0.05AC0.453260.06AC0.513300.14AC0.733380.18AC0.904230.21AC0.903240.37AC0.676060.02AC0.593200.05AC0.573320.44AC0.90449/4510.32AC0.90507/503/4070.26AC0.402100.06AC0.543340.03AC0.683350.18AC0.672080.09AC0.70208A0.04AC0.804330.05AC0.35428A0.17AC0.704280.07AC0.504260.80AC0.651100.20AC0.691081.17AC0.673100.07AC0.358020.21AC0.358040.11AC0.358060.57AC0.358100.08AC0.90801REFER TO PLANS TITLED "KESWICK HALLCENTRAL ENERGY PLANT DEMOLITION ANDRENOVATION" FOR CENTRAL ENERGY PLANTSTORMWATER PIPE DESIGN ANDCALCULATIONS0.16AC0.827080.30AC0.841520.54AC0.801420.01AC0.753400.20AC0.55413A0.23AC0.841320.06AC0.804480.02AC0.353220.03AC0.604200.33AC0.504020.11AC0.553440.03AC0.354320.03AC0.827060.04AC0.90P2, P4,P6 & P80.01AC0.904240.01AC0.90424B0.01AC0.90424A0.03AC0.805060.01AC0.355080.02AC0.505040.01AC0.50504A0.26AC0.904180.20AC0.358120.14AC0.55415JOB 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\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 3:42 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 2 SCALE 1"=50'100'50'0NAD 83 1''=50'C6.06STORMWATER SUMMARY PLANPOST-DEVELOPED DRAINAGE MAPDRAINAGE DIVIDESTRUCTURENUMBERRUNOFFCOEFF.AREA(SF)LEGEND 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\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 3:42 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''=50'C6.07STORMWATER DESIGN TABLES AND CALCULATIONS CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 1CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 2CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 3CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 4CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 51 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\C6.0 - STORMWATER MANAGEMENT SUMMARY.dwg | Plotted on 4/29/2019 3:42 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''=50'C6.08STORMWATER DESIGN TABLES AND CALCULATIONS 22 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\C6.09 - Permeable Paver Maintenance.dwg | Plotted on 4/29/2019 3:49 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''=50'C6.09PERMEABLE PAVER INSTALLATION AND MAINTENANCEVA DEQ STORMWATER DESIGN SPECIFICATION NO. 79.3. Maintenance InspectionsIt is highly recommended that a spring maintenance inspection and cleanup be conducted at eachpermeable pavement site, particularly at large-scale applications.Maintenance of permeable pavement is driven by annual inspections that evaluate the conditionand performance of the practice. The following are suggested annual maintenance inspectionpoints for permeable pavements:·The drawdown rate should be measured at the observation well for three (3) days following a storm event inexcess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign thatclogging is a problem.·Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining orponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (nobrooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallonbucket to ensure they work.·Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such asslumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary.·Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage.Note if any sediment needs to be removed.·Inspect the condition of the observation well and make sure it is still capped.·Generally inspect any contributing drainage area for any controllable sources of sediment or erosion.An example maintenance inspection checklist for Permeable Pavement can be accessed inAppendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based oninspection results, specific maintenance tasks will be triggered and scheduled to keep the facilityin operating condition.SURFACE WATER FLOW8"8"18' PARKING (REFER TO SHEETS C4.00-C4.04 FOR LOCATION)PERMEABLE JOINTOPENING AGGREGATEPERMALOC PERMEABLEPAVER ORAPPROVED EQUALPVCUNDERDRAINPIPEGEOTEXTILE FABRICTENAX MS220B OREQUIVALENTCOMPACTEDSUBGRADE SLOPETO UNDERDRAINNo ScalePERMEABLE PAVERS SECTION - LEVEL 1 DESIGN8" #57 STONE1-1/2" PERMEABLESETTING BEDAGGREGATENo ScaleREINFORCED TURFPERMALOC EDGERESTRAINTCAPTURE PLATE3" X 10"12" X 1" HEXWASHER SELFTAPPING SCREWNOTES:1.CONTRACTOR TO REFER TO ALL PERMALOC PERMEABLE SYSTEM DETAILS ANDINSTALLATION INSTRUCTIONS12"1 S7381452.00SANITARY MANHOLERPACTT2290436.69VW2303439.17VWW2463424.90WELL 3DIA4' GRAVEL PATHE724461.63ELECTRIC MANHOLEDD1 STORYFRAMESHED 1 STORYCONCRETE BUILDINGT2743433.40PP DM12 OHU2744434.02PP DM35 OHU2745434.73PP DM35 OHUXBRI C K S I D EW A L K UGPUGPUGPUGP UGPUGT UGT WWWWWWWWWUTLUGTUGPUGTUGP UGP UGPUGPUGPUGPUGTUGTW W UGP UGPUGPWWWUGPUGPUTL UGPUGTUGTUGPUGPUGTUGTUGTUGTUGTUGPUGPUGPWUGTUTLUGPUGT UGTUGP UGPUGPUGPUGPUGPUGP UGPUGPWWW UTLGGUGTUGTUGPUGPUGP UG P UGP UGPUGPUGPUTLUTLUGTUGTUGPUGP UGPUGP UGPWWUTLUGTUGTWUFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGG G UTLUTLUTLW W W UGP UGPUGPUGPUGPUGPUGPUFO UFO UFO UGPUGPUGPUGP UGPUGPUGPUGP UGPUGPUGPUGPOHU OHU OHUXXXXXX WX XXX X XX X X XXXXX XXGGGGGGGGGGGGGGGGGGGGG440445 4504384394414424434444464 4 7 44 8 44 9 4 5 1 452 4 5 3 455 460 451 452 453454 45 6 457458 459 461 462 4634 5 1 4 5 2453 4 5 4 448449 445 442 4 4 3 4 4 4 446 4 4 7 450455 4474 4 8 449451452453454440438439441442443444446444455460453454456457458459461462445 450441442443444 446447 448 449451 452453453 454455456457458459 460461462425 4304 3 5 4 4 0 42 2 4 2 342442642742842943143243 343443643743 8 43 9 441 415 420 425 430 4354 4 0 416 417 418 419 421 422423424 426 427 428429431 432 433 43 4 4364 3 7438 43 9 4 4 1 442443 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 6 457 4 5 8 45 9 46 1 462463 464430435429 431 432 4334344364374 3 0 4294314324 3 3434 445446 447 4 4 844 9 451 45245344 7440 445438 439441442443444446446435432433434 436437440445438439441442443444 446447448 449435435 435436437438438 4384304294314 3 2 433434435433434436437438430431432425422423424426427428429UGPW8'' SAN 8'' SAN 8'' SAN8'' SAN8'' SAN8'' SAN8'' SAN8'' SANS2129435.65SANITARY MANHOLES2644423.77SANITARY MANHOLE440441442443444WWW442 440435 43543 5 436 440448 446 435425 415 440440 435 430445442443444420425421422423424420421 (TIE LINE)OLD WIRE FENCE REMAINSALONG R/W LINEG SANWW W HWSHWRHWRHWSCHWRCHWSCHWSUGPUGPSSPSAGGGGGGG4''W4''W4''W G GG HWRHWSCHWSSANSAN SANSANSANSANX XUGPUGPG G GGGG GGGG GGGXXX2''W2''W6''W6''W 423 422 421 43 6 43743 8 439 441 44 4 44644444644744844 3 44 2 44 1 451452449448456 457 458 459 4 61 449447446444448 4474 4 8447 4414424434444464474484494 5 1454 45645 7 464 444 43443 4 4364514524544534524514494494484474 5 2 424 42 5 42 6 4 2 7 42 8 429 431 432 433 431 434 436 43 8 437 439 457462 444446 447448 449 451 452 453 454 456458459461 463 4 5 4 453 454 439 438 451 443 442 446447448449 451 441 439 438437453452 432 433 441 442 4 4 3444 466 455454446443 454453452 452 452 442 443 44444 6 44 7446447448448 449433 433437 456454453452451436449448447446445444463462461465433432431453454455455454454455464462456457458459460458459465464 452 4534544 4 8 447 446445444443442441440 448446444442 463461459458457456455456457458466420 435440445440450 460 445445455465440 430 4 5 0 4554 5 0 450440430 440 4 6 0 455450 450 445 455 445 435465450 435 44 5 44544545045545043546546046546046043445 8 459 46 0 461 462 DDDDDDDDDDDDDDDDD1''=40'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\C6.10 - STORMWATER FACILITY EASEMENTS.dwg | Plotted on 4/29/2019 3:53 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 2C6.10STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN0SCALE 1"=40'80'40'NAD 83 STORMWATER MANAGEMENT FACILITIES EASEMENT AREA GREASEINTERCEPTOR #1.SEE MEP PLANHORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR HALL - 14154204254304354404454504554604154204254304354404454504554609+5010+0011+0012+0013+0013+50HALL-GT.16.62' OF4" PVC@ 2.00%GT.1-51124.68' OF4" PVC@ 5.00%51MANHOLESTA 11+43.29TOP 443.50INV IN 438.69 (GT.1-51)INV OUT 438.69 (51-50)51-50131.21' OF4" PVC@ 5.00%50MANHOLESTA 12+74.51TOP 438.28INV IN 432.13 (51-50)INV OUT 430.14 (50-1)1MANHOLESTA 12+93.57TOP 437.26INV IN 427.66 (50-1)INV IN 424.89 (2-1)INV OUT 424.70 (EX.8'')50-119.06' OF4" PVC@ 13.00%STORMPIPE (209)3' MIN1.5'EXIST.GRADEPROP.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR PUMP STATION - 604104154204254304354404454104154204254304354404459+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00EXISTINGPOWEREXISTINGUTILITYEXISTINGUTILITYEXISTINGPOWEREXISTINGUTILITY61-60104.50' OF6" PVC@ 4.65%61MANHOLESTA 18+27.87TOP 438.40INV IN 432.07 (6'' FORCE MAIN)INV OUT 432.07 (61-60)60MANHOLESTA 19+32.37TOP 435.65INV IN 427.22 (61-60)INV IN 427.76 (EX 8'')INV OUT 427.02 (EX-8'')6'' HDPEIPS DR-13.5EXIST.GRADEPROP.GRADEPROPOSED4'' WATERLINEEXISTINGWATERLINEEXISTINGUTILITYEXISTINGGAS LINEEXISTINGWATERLINEEXISTINGWATERLINESTORMPIPE (809)1.5' MIN.3' MIN.1.5' MIN.1.5' MIN.1.5' MIN.2.5' MIN.PROPOSED8'' WATERLINECONTRACTOR SHALLMAINTAIN ASCENDINGSLOPE TO FORCE MAINDISCHARGEUTILITY CABINETCONDUITS(SEE MEP PLANS)CONTRACTORSHALL CONFIRMFINAL INVERTELEVATIONS WITHMEP PLANS PRIORTO INSTALLATIONJOB 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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:00 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''=50'C7.00PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.11 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 21 - 4415420425430435440445415420425430435440445HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 6 - 14104154204254304354404454504554104154204254304354404454504559+5010+0011+0011+5020CLEANOUTSTA 10+00.00TOP 433.50INV OUT 428.97 (20-4)4MANHOLESTA 10+61.49TOP 428.70INV IN 426.09 (5-4)INV IN 426.29 (20-4)INV OUT 426.09 (4-3)20-461.49' OF6" PVC@ 4.36%EXIST.GRADEPROP.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 27 - 6425430435440445450455460425430435440445450455460452.29+5010+0011+0011+509+5010+0011+0012+0013+0014+0015+0015+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 32 - 74254304354404454504554604254304354404454504554609+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 35 - 84254304354404454504554604254304354404454504554609+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 12 - 84254304354404454504554604254304354404454504554609+5010+0011+0012+0013+0013+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 42 - 9430435440445450455460465470430435440445450455460465470HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 46A - 94254304354404454504554604254304354404454504554609+5010+0011+0012+009+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR 46B - 464354404454504554354404454504559+5010+0011+0011+5025-653.52' OF6" PVC@ 3.00%26-2510.94' OF4" PVC@ 3.50%25CLEANOUTSTA 10+31.50TOP 452.00INV IN 447.06 (26-25)INV OUT 447.06 (25-6)26CLEANOUTSTA 10+20.56TOP 452.90INV IN 447.44 (27-26)INV OUT 447.44 (26-25)27-2620.56' OF4" PVC@ 4.25%27CLEANOUTSTA 10+00.00TOP 453.36INV IN 448.32 (HALL-13)INV OUT 448.32 (27-26)6MANHOLESTA 10+85.02TOP 451.15INV IN 445.45 (25-6)INV IN 429.78 (EX-8'')INV OUT 429.67 (6-5)1MANHOLESTA 14+44.25TOP 437.26INV IN 427.66 (50-1)INV IN 424.89 (2-1)INV OUT 424.70 (EX.8'')6MANHOLESTA 10+00.00TOP 451.15INV IN 445.45 (25-6)INV IN 429.78 (EX-8'')INV OUT 429.67 (6-5)2-185.30' OF8" PVC@ 0.50%2MANHOLESTA 13+58.95TOP 439.75INV IN 425.32 (3-2)INV OUT 425.32 (2-1)3-279.41' OF8" PVC@ 0.50%3MANHOLESTA 12+79.53TOP 430.00INV IN 425.73 (4-3)INV OUT 425.72 (3-2)4-372.17' OF8" PVC@ 0.50%5-460.19' OF8" PVC@ 2.00%5MANHOLESTA 11+47.18TOP 432.75INV IN 427.46 (6-5)INV OUT 427.29 (5-4)6-5147.18' OF6" PVC@ 1.50%4MANHOLESTA 12+07.37TOP 428.70INV IN 426.09 (5-4)INV IN 426.29 (20-4)INV OUT 426.09 (4-3)7MANHOLESTA 10+63.32TOP 451.30INV IN 444.41 (30-7)INV IN 431.44 (EX 8'')INV OUT 431.44 (EX 8'')30-77.15' OF6" PVC@ 2.00%30CLEANOUTSTA 10+56.16TOP 451.40INV IN 444.55 (31-30)INV OUT 444.55 (30-7)31-3021.73' OF6" PVC@ 2.00%31CLEANOUTSTA 10+34.43TOP 451.50INV IN 444.99 (32-31)INV OUT 444.99 (31-30)32-3129.33' OF6" PVC@ 6.00%32CLEANOUTSTA 10+05.09TOP 452.20INV IN 446.75 (HALL-32)INV OUT 446.75 (32-31)HALL-325.09' OF6" PVC@ 5.00%8MANHOLESTA 10+43.67TOP 453.35INV IN 432.70 (9-8)INV IN 449.67 (35-8)INV OUT 432.66 (EX-8'')35-843.67' OF8" PVC@ 1.50%35CLEANOUTSTA 10+00.00TOP 454.40INV OUT 450.33 (35-8)8MANHOLESTA 12+95.92TOP 453.35INV IN 432.70 (9-8)INV IN 449.67 (35-8)INV OUT 432.66 (EX-8'')9-894.12' OF8" PVC@ 1.40%9MANHOLESTA 12+01.80TOP 447.50INV IN 434.22 (10-9)INV IN 443.87 (40-9)INV IN 443.57 (45-9)INV OUT 434.02 (9-8)10-951.75' OF6" PVC@ 1.50%10CLEANOUTSTA 11+50.05TOP 448.40INV IN 435.00 (11-10)INV OUT 435.00 (10-9)11-1090.00' OF6" PVC@ 1.50%11CLEANOUTSTA 10+60.05TOP 444.85INV IN 436.35 (12-11)INV OUT 436.35 (11-10)12-1160.05' OF6" PVC@ 1.50%12CLEANOUTSTA 10+00.00TOP 451.90INV IN 437.25 (EX 6'')INV OUT 437.25 (12-11)40-923.85' OF4" PVC@ 6.00%40CLEANOUTSTA 10+88.75TOP 453.10INV IN 447.90 (41-40)INV OUT 445.30 (40-9)41-4048.31' OF4" PVC@ 8.00%41CLEANOUTSTA 10+40.43TOP 464.75INV IN 458.80 (42-41)INV OUT 451.76 (41-40)42-4140.43' OF4" PVC@ 10.00%42CLEANOUTSTA 10+00.00TOP 466.15INV OUT 462.84 (42-41)9MANHOLESTA 11+12.60TOP 447.50INV IN 434.22 (10-9)INV IN 443.87 (40-9)INV IN 443.57 (45-9)INV OUT 434.02 (9-8)9MANHOLESTA 10+95.43TOP 447.50INV IN 434.22 (10-9)INV IN 443.87 (40-9)INV IN 443.57 (45-9)INV OUT 434.02 (9-8)45-919.50' OF4" PVC@ 7.50%45CLEANOUTSTA 10+75.93TOP 451.50INV IN 444.91 (46-45)INV OUT 445.04 (45-9)46-4554.69' OF4" PVC@ 2.00%46CLEANOUTSTA 10+21.24TOP 451.85INV IN 447.89 (GT.2-19-46)INV IN 447.94 (46A-46)INV OUT 446.00 (46-45)46A-4621.24' OF4" PVC@ 5.00%46ACLEANOUTSTA 10+00.00TOP 452.50INV IN 449.00 (REST.-46A)INV OUT 449.00 (46A-46)GT.2-19-4619.07' OF4" PVC@ 7.00%46B-GT.28.54' OF4" PVC@ 3.00%46BCLEANOUTSTA 10+00.00TOP 450.90INV IN 449.48 (REST.-46B)INV OUT 449.48 (46B-GT.2)46CLEANOUTSTA 10+40.27TOP 451.85INV IN 447.89 (GT.2-19-46)INV IN 447.94 (46A-46)INV OUT 446.00 (46-45)EXIST.GRADESTORMPIPE (449)PROP.GRADERETAININGWALLRETAININGWALLSTORMPIPE (413)EXIST.GRADEPROP.GRADESTORMPIPE (427A)STORMPIPE (405)STORMPIPE (509)STORMPIPE (505)STORMPIPE(EX18'')1'STORMPIPE (451)EXIST.GRADEPROP.GRADEEXIST.GRADEPROP.GRADESTORMPIPE (415A)RETAININGWALLEXIST.GRADEPROP.GRADESTORMPIPE (P1)PROP.GRADEEXIST.GRADEPROP.GRADE1'STORMPIPE (423)EXIST.GRADEPROP.GRADE1'STORMPIPE (423)EXIST.GRADEPROP.GRADEGREASEINTERCEPTOR #2.SEE MEP PLANINTERNAL DROPCONNECTIONINTERNAL DROPCONNECTIONINTERNAL DROPCONNECTIONINTERNAL DROPCONNECTIONINTERNAL DROPCONNECTIONJOB 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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:00 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''=50'C7.01PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.122222 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5LAUNDRY FIRELINE PROFILE4104154204254304354404454504554604654104154204254304354404454504554604659+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+501.5' MIN1.5' MIN1.5' MINEXIST.GRADEPROP.GRADESTORMPIPE (809)STORMCULVERTSTORMPIPE (705)PROP.GRADETIE TOLAUNDRYBUILDING8'' PVCFIRE LINETIE TO 8''STUB OUT90° BENDSTA 10+19.3011.25° BENDSTA 11+11.5211.25° BENDSTA 11+45.6622.5° BENDSTA 12+15.6422.5° BENDSTA 12+63.5645° BENDSTA 13+16.5045° BENDSTA 13+66.6911.25° BENDSTA 14+66.7090° BENDSTA 15+62.7422.5° BENDSTA 16+06.4145° BENDSTA 16+42.9245° BENDSTA 16+55.0045° BENDSTA 18+29.7545° BENDSTA 18+60.8645° BENDSTA 19+85.9245° BENDSTA 21+86.0045° BENDSTA 21+97.0090° BENDSTA 23+17.3145° BENDSTA 23+29.2990° BENDSTA 24+58.6545° BENDSTA 25+12.006'' SEWER LINE1.5' MIN45° BENDSTA 23+35.9445° BENDSTA 23+56.6645° BENDSTA 23+77.1345° BENDSTA 23+38.70STORMPIPE (811)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5LAUNDRY DOMESTIC WATERLINE PROFILE4154204254304354404454154204254304354404459+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+508'' TS&VSTA 10+00.00(2) 45°BENDSSTA 10+29.10STA 10+41.00(2) 45°BENDSSTA 12+16.00STA 12+45.3045° BENDSTA 13+68.10(2) 45°BENDSSTA 15+70.00STA 15+80.001.5' MINSTORMPIPE (809)EXIST.GRADE3' MIN4'' PVCWATERLINE90° BENDSTA 17+00.00(2) 45°BENDSSTA 17+14.00STA 17+18.0090° BENDSTA 10+59.75PROP.GRADETIE TO LAUNDRYBUILDING6'' SEWERLINE1.5' MINSTORMPIPE (811)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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:00 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''=50'C7.02PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.11 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR118-STR1124454504554604654704754454504554604654704759+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR110-STR1064354404454504554604654354404454504554604659+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR108-SWM 24304354404454504554604304354404454504554609+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR132-SWM 24354404454504554604654354404454504554604659+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM 2-STR1004254304354404454504554254304354404454504559+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR210 - STR2064204254304354404454504554204254304354404454504559+5010+0011+0012+0013+0011312.87' OF12" HDPE@ 1.57%114: 15" NYLOPLAST BASIN - SOLID COVER STA 10+99.95 TOP 459.83 INV IN 456.30 (115) INV OUT 456.20 (113)11548.01' OF12" HDPE@ 1.00%116: 15" NYLOPLAST BASIN - SOLID COVER STA 10+51.94 TOP 460.47 INV IN 456.88 (117) INV OUT 456.78 (115)11751.94' OF12" HDPE@ 1.00%118: 12" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+00.00 TOP 462.50 INV OUT 457.40 (117) 106: MH-1 STA 10+62.52 TOP 454.23 INV IN 443.34 (107) INV IN 448.12 (109) INV IN 448.07 (701) INV OUT 443.06 (105)10962.52' OF15" HDPE@ 3.00%110: 24" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 456.50 INV OUT 450.00 (109) 106: MH-1 STA 10+66.27 TOP 454.23 INV IN 443.34 (107) INV IN 448.12 (109) INV IN 448.07 (701) INV OUT 443.06 (105)10530.64' OF15" HDPE@ 3.46%10766.27' OF15" HDPE@ 2.50%108: 24" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 449.50 INV OUT 445.00 (107)12933.82' OF12" HDPE@ 7.00%130: 12" NYLOPLAST BASIN - SOLID COVER STA 10+33.34 TOP 448.78 INV IN 444.47 (131) INV OUT 444.37 (129)13133.34' OF12" HDPE@ 2.00%132: DI-1 STA 10+00.00 TOP 449.39 INV OUT 445.14 (131)10116.06' OF24" HDPE@ 1.50%102: MH-1 STA 11+62.72 TOP 443.06 INV IN 439.09 (103) INV OUT 438.99 (101)103A124.22' OF18" HDPE@ 0.50%206: EXISTING MANHOLE STA 12+50.38 TOP 437.16 INV IN 431.41 (207A) INV OUT 429.37 (EX18'' )207100.05' OF12" HDPE@ 1.80%208: 12" NYLOPLAST BASIN DOME GRATE STA 10+96.30 TOP 443.15 INV IN 435.45 (209) INV OUT 434.28 (207)20996.30' OF12" HDPE@ 8.00%210: 12" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 447.50 INV OUT 443.15 (209)PROP.GRADEEXIST.GRADESWM 2160 LF 48" CMPINV. BOTTOM:440.00SWM 2160 LF 48" CMPINV. IN: 442.00INV. BOTTOM: 440.00PROP.GRADEEXIST.GRADESWM 2160 LF 48" CMPINV. IN: 442.00INV. BOTTOM: 440.00PROP.GRADEEXIST.GRADEBIORETENTIONFACILITY 3EXIST.GRADEPROP.GRADEBIORETENTIONFACILITY 2BIORETENTIONFACILITY 2PROP.GRADEEXIST.GRADEEXIST.GRADEPROP.GRADESANITARYLINEGT.1-511.8'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR340 - STR3204504554604654704754504554604654704759+5010+0011+00340: 12" Nyloplast BasinDome GrateSTA 10+00.00TOP 465.25INV IN 461.83 (FOUND. DRAIN)INV IN 461.83 (ROOF DRAIN)INV OUT 459.32 (339)320: 24" Nyloplast Basin - Circular Grate STA 10+40.51 TOP 464.95 INV IN 456.76 (331) INV IN 458.55 (339) INV IN 460.72 (P.P.-D.S. 1) INV OUT 456.56 (319)33940.51' OF10" HDPE@ 1.90%PROP.GRADEEXIST.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR142-STR102A4254304354404454504554254304354404454504559+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR152-SWM 24254304354404454504554254304354404454504559+5010+0011+0010338.51' OF24" HDPE@ 0.50%14125.60' OF12" HDPE@ 1.00%142: DI-3B 6 ft ThroatSTA 10+00.00TOP 444.15INV OUT 440.04 (141)102A: MH-1STA 10+25.60TOP 444.20INV IN 439.38 (103A)INV IN 439.78 (141)INV OUT 439.28 (103)PROP.GRADEEXIST.GRADESWM 2160 LF 48" CMPINV. IN: 442.00INV. BOTTOM: 440.0015116.89' OF12" HDPE@ 7.00%152: DI-3B 6 ft ThroatSTA 10+00.00TOP 447.50INV OUT 443.18 (151)PROP.GRADEEXIST.GRADE112STA 11+12.82TOP 457.15INV OUT 456.00 (113)100STA 11+81.06TOP 440.95INV OUT 438.75 (101)102A: MH-1STA 11+24.22TOP 444.20INV IN 439.38 (103A)INV IN 439.78 (141)INV OUT 439.28 (103)3' MIN2.5'5.0'2.8'3' MIN5'3'PROP.CONDUITSPROP.DUCT BANK208A: 12" NYLOPLAST BASIN DOME GRATE STA 11+96.35 TOP 439.60 INV IN 432.48 (207) INV OUT 432.38 (207A)207A54.03' OF12" HDPE@ 1.80%1' MIN.PROP.DUCT BANK1' MIN.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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:00 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''=50'C7.03PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.1112 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5PIPE 335 - STR 312435440445450455460465470475435440445450455460465470475HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SWM 1-STR400405410415420425430435405410415420425430435HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR330-STR316440445450455460465440445450455460465HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR326-STR3164404454504554604654404454504554604659+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR310-STR6004254304354404454504554254304354404454504559+5010+0011+0012+0013+0013+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR344-STR3064304354404454504554604304354404454504554609+5010+0011+0030331.61' OF18" HDPE@ 11.30%304: 24" NYLOPLAST BASIN - SOLID COVER STA 12+56.42 TOP 441.10 INV IN 432.88 (305) INV OUT 431.57 (303)305147.81' OF18" HDPE@ 4.00%306: 24" NYLOPLAST BASIN - SOLID COVER STA 11+08.61 TOP 446.79 INV IN 440.90 (307) INV IN 440.16 (343) INV OUT 438.79 (305)30746.52' OF18" HDPE@ 2.50%308: MH-1 STA 10+62.09 TOP 448.30 INV IN 442.16 (309) INV OUT 442.06 (307)30962.09' OF18" HDPE@ 0.55%310: 18" NYLOPLAST BASIN - DOME GRATE STA 10+00.00 TOP 448.30 INV OUT 442.50 (309)4017.68' OF18" HDPE@ 1.33%402: 30" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+26.02 TOP 421.62 INV IN 415.89 (403) INV OUT 415.79 (401)40326.02' OF15" HDPE@ 2.34%316: MH-1 STA 13+94.37 TOP 452.38 INV IN 448.24 (317) INV IN 448.24 (329) INV IN 448.24 (321) INV OUT 448.14 (315)32952.52' OF12" HDPE@ 0.88%330: 18" Nyloplast Basin Dome Grate STA 10+00.00 TOP 450.90 INV OUT 448.70 (329)9+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR324-STR3224404454504554604654404454504554604659+5010+0011+0011+50322: 30" Basin - Circular Grate STA 10+94.32 TOP 452.80 INV IN 448.52 (323) INV IN 448.52 (325) INV OUT 448.42 (321)32394.32' OF12" CLASS IV RCP@ 0.67%PROP.GRADEEXIST.GRADE32593.39' OF12" HDPE@ 0.75%32135.58' OF12" HDPE@ 0.50%326: 12" Nyloplast Basin - Dome Grate STA 10+00.00 TOP 453.60 INV OUT 449.22 (325) 322: 30" Basin - Circular Grate STA 10+93.39 TOP 452.80 INV IN 448.52 (323) INV IN 448.52 (325) INV OUT 448.42 (321)316: MH-1STA 13+94.37TOP 452.38INV IN 448.24 (317)INV IN 448.24 (329)INV IN 448.24 (321)INV OUT 448.14 (315)PROP.GRADEEXIST.GRADEPROP.GRADEEXIST.GRADE400: MH-1STA 10+33.71TOP 421.21INV IN 415.58 (EX15'')INV IN 415.69 (401)INV OUT 415.58 (EX15'' )SWM 1200 LF 72" CMPINV. BOTTOM: 416.50EXIST.GRADEPROP.GRADEPROP.GRADEEXIST.GRADE600: MH-1STA 12+88.03TOP 439.00INV IN 428.00 (303)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR338-STR318440445450455460465440445450455460465EXIST.GRADEPROP.GRADEPROP.GRADEEXIST.GRADE9+5010+0011+0011+50338: 18" Nyloplast Basin Dome Grate STA 10+00.00 TOP 455.57 INV OUT 450.44 (337)33740.62' OF12" HDPE@ 0.50%318: MH-1 STA 13+44.15 TOP 454.75 INV IN 450.24 (337) INV IN 450.24 (319) INV OUT 450.14 (317) 324: DI-1 STA 10+00.00 TOP 451.62 INV OUT 449.15 (323)STORMPIPE (611)1.5'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR452 - STR4144304354404454504554604654304354404454504554604659+5010+0011+0011+50452: 6" CLEANOUT STA 10+00.00 TOP 452.00 INV OUT 447.93 (451)45163.30' OF8" HDPE@ 1.00%EXIST.GRADEPROP.GRADE3' MIN3'3'4.5'5'3'PROP.WATERLINES9+5010+0011+0012+0013+0014+0015+0015+50318: MH-1STA 13+44.15TOP 454.75INV IN 450.24 (337)INV IN 450.24 (319)INV OUT 450.14 (317)316: MH-1STA 13+94.37TOP 452.38INV IN 448.24 (317)INV IN 448.24 (329)INV IN 448.24 (321) INV OUT 448.14 (315)314: 24" NYLOPLAST BASIN - CIRCULAR GRATESTA 14+30.45TOP 450.84INV IN 447.96 (315)INV OUT 447.86 (313)320: 24" Nyloplast Basin - Circular GrateSTA 11+52.36TOP 464.95INV IN 456.76 (331)INV IN 458.55 (339)INV IN 460.72 (P.P.-D.S. 1)INV OUT 456.56 (319)332: 12" Nyloplast BasinDome GrateSTA 11+14.04TOP 464.71INV IN 457.83 (333)INV OUT 457.63 (331)334: 12" Nyloplast BasinDome GrateSTA 10+44.48TOP 464.17INV IN 461.18 (335)INV OUT 459.16 (333)33544.48' OF4" HDPE@ 2.21%33364.70' OF8" HDPE@ 2.05%33138.58' OF12" HDPE@ 2.26%319191.79' OF12" HDPE@ 3.29%31750.22' OF12" HDPE@ 3.78%31536.07' OF15" HDPE@ 0.50%31311.40' OF15" HDPE@ 0.50%100STA 14+46.33TOP 450.00INV OUT 447.80 (313)PROP.WATERLINES0.9'APROX. LOCATION OFEXIST. CONC. DUCT BANK(3-6" CONDUITS)9+5010+0011+0011+50344: DI-1 (TRAFFIC RATED-TYPE B GRATE) STA 10+00.00 TOP 444.29 INV OUT 440.50 (343)34368.13' OF12" HDPE@ 0.50%306: 24" NYLOPLAST BASIN - SOLID COVER STA 10+68.13 TOP 446.79 INV IN 440.90 (307) INV IN 440.16 (343) INV OUT 438.79 (305)5.5'PROP.GRADEEXIST.GRADE414 STA 10+63.30 TOP 450.90 INV IN 443.76 (415) INV IN 447.30 (451) INV OUT 443.66 (413A)TIE TO ACO K50TRENCH DRAINSANITARYPIPE (32-31)1.2'EXIST.SANITARYPIPE (8")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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:00 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 2N/AC7.04PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.11122 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR420-SWM 14104154204254304354404454504554604104154204254304354404454504554609+5010+0011+0012+0013+0014+0015+0016+0017+0017+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR428A-STR406415420425430435440445450415420425430435440445450HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR435A-STR410425430435440445450455460425430435440445450455460HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR454-STR420435440445450455460435440445450455460HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR430-STR4084154204254304354404454504154204254304354404454509+5010+0011+0011+509+5010+0010+509+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR464-STR43443544044545045546043544044545045546040535.37' OF15" HDPE@ 5.50%406: MH-1 STA 15+71.20 TOP 431.00 INV IN 426.21 (407) INV IN 426.65 (425) INV IN 428.00 (FOUNDATION DRAIN) INV IN 428.00 (ROOF LEADER) INV OUT 421.95 (405)40742.24' OF15" HDPE@ 3.05%408: 24" Basin - Circular Grate STA 15+28.97 TOP 433.25 INV IN 428.69 (429) INV IN 427.60 (409) INV IN 428.69 (ROOF LEADER) INV OUT 427.50 (407)40969.88' OF15" HDPE@ 9.53%410: MH-1 Drop Structure STA 14+59.09 TOP 440.20 INV IN 435.53 (431) INV IN 434.36 (411) INV OUT 434.26 (409)41166.06' OF12" HDPE@ 7.00%412: 18" NYLOPLAST BASIN- CIRCULAR GRATESTA 13+93.03TOP 446.80INV IN 439.08 (413)INV IN 440.55 (447)INV OUT 438.98 (411)41575.62' OF12" HDPE@ 0.91%414A: 15" NYLOPLAST BASIN SOLID COVER STA 11+53.42 TOP 451.05 INV IN 444.55 (415A) INV IN 443.63 (6" HDPE) INV OUT 444.45 (415)415A102.39' OF12" HDPE@ 1.50%418: 15" NYLOPLAST BASIN PEDESTRIAN GRATE STA 10+51.04 TOP 453.83 INV IN 446.19 (419) INV OUT 446.09 (415A)41951.04' OF12" HDPE@ 0.75%420: 12" NYLOPLAST BASINPEDESTRIAN GRATESTA 10+00.00TOP 452.85INV IN 446.67 (423)INV IN 447.50 (ROOF LEADER)INV OUT 446.57 (419)43141.42' OF12" HDPE@ 6.50%432: 18" NYLOPLAST BASIN- CIRCULAR GRATESTA 10+39.35TOP 443.68INV IN 438.32 (433)INV OUT 438.22 (431)43331.36' OF12" HDPE@ 6.50%434: 12" NYLOPLAST BASIN-DOME GRATESTA 10+07.99TOP 448.40INV IN 444.78 (434A)INV IN 443.93 (463)INV IN 443.93 (ROOF LEADER)INV OUT 440.36 (433)410: MH-1 Drop StructureSTA 10+80.77TOP 440.20INV IN 435.53 (431)INV IN 434.36 (411)INV OUT 434.26 (409)42732.21' OF10" HDPE@ 3.76%428: 15" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+57.64 TOP 432.80 INV IN 430.00 (427A) INV OUT 429.64 (427)42924.09' OF4" HDPE@ 2.00%408: 24" Basin - Circular Grate STA 10+24.09 TOP 433.25 INV IN 428.69 (429) INV IN 427.60 (409) INV OUT 427.50 (407)PROP.GRADEPROP.GRADEEXIST.GRADESWM 1200 LF 72" CMPINV. IN: 420.00INV. BOTTOM: 416.50PROP.GRADEEXIST.GRADEEXIST.GRADEPROP.GRADESANITARYPIPE (5-4)EXIST.GRADEPROP.GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR448-STR41243043544044545045546043043544044545045546041347.33' OF12" HDPE@ 7.00%412A: 18" NYLOPLAST BASIN SOLID COVER STA 13+45.70 TOP 451.25 INV IN 442.49 (413A) INV IN 447.95 (4" HDPE DRAIN) INV OUT 442.39 (413)413A116.66' OF12" HDPE@ 1.00%414: 18" NYLOPLAST BASIN SOLID COVER STA 12+29.04 TOP 450.90 INV IN 443.76 (415) INV IN 447.30 (451) INV OUT 443.66 (413A)427A57.64' OF10" HDPE@ 2.00%428A: 15" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+00.00 TOP 437.50 INV OUT 431.15 (427A)42533.94' OF10" HDPE@ 5.00%3.5'4'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR450-STR435A435440445450455460435440445450455460SANITARYPIPE (6-5)SANITARYPIPE (35-8)1.5'SANITARYPIPE (6-5)406: MH-1STA 11+23.80TOP 431.00INV IN 426.21 (407)INV IN 426.65 (425)INV OUT 421.95 (405)434A7.99' OF12" HDPE@ 2.00%435A: 12" NYLOPLAST BASINDOME GRATESTA 10+00.00TOP 454.32INV IN 445.04 (449)INV IN 450.00 (4" ROOF DRAIN)INV IN 450.00 (ROOF LEADER)INV OUT 444.94 (434A)9+5010+0011+00435A: 12" NYLOPLAST BASIN DOME GRATE STA 10+42.87 TOP 454.32 INV IN 445.04 (449) INV OUT 444.94 (434A)44942.87' OF10" HDPE@ 0.75%450: 6" CLEANOUT STA 10+00.00 TOP 452.40 INV OUT 445.36 (449)RETAININGWALLSANITARYPIPE (HALL-25)1.5'SANITARYPIPE (27-26)EXIST.GRADEPROP.GRADE9+5010+0011+00434: 12" NYLOPLAST BASIN-DOME GRATESTA 10+32.85TOP 448.40INV IN 444.78 (434A)INV IN 443.93 (463)INV IN 443.93 (ROOF LEADER)INV OUT 440.36 (433)46332.85' OF8" HDPE@ 1.00%464: 12" NYLOPLAST BASIN -DOME GRATE STA 10+00.00 TOP 447.98 INV OUT 444.26 (463)EXIST.GRADEPROP.GRADE3'9+5010+0011+00412: 18" NYLOPLAST BASIN- CIRCULAR GRATESTA 10+22.36TOP 446.80INV IN 439.08 (413)INV IN 440.55 (447)INV OUT 438.98 (411)44722.36' OF8" HDPE@ 11.60%448: 12" NYLOPLAST BASINDOME GRATESTA 10+00.00TOP 451.10INV IN 448.62 (6" HDPE)INV OUT 443.14 (447)EXIST.GRADEPROP.GRADERETAININGWALL9+5010+0011+0012+0045310.38' OF4" HDPE@ 1.00%424A: 12" Nyloplast Basin - Pedestrian GrateSTA 10+10.38TOP 451.75INV IN 449.40 (453)INV IN 447.95 (P1)INV OUT 447.85 (423B)423B14.02' OF10" HDPE@ 0.75%424: 12" Nyloplast Basin - Pedestrian Grate STA 10+53.93 TOP 451.75 INV IN 447.42 (423A) INV IN 448.25 (ROOF LEADER) INV OUT 447.32 (423)EXIST.GRADECONTRACTOR SHALLVERIFY LOCATION &DEPTH OF ROOFLEADER STUB PRIORTO INSTALLATION.(SEE MEP PLANS FORADDITIONALINFORMATION)6" HDPEINV = 448.62426: DI-1STA 10+89.85TOP 432.90INV IN 428.43 (427)INV OUT 428.35 (425)EXIST.SANITARYPIPE (8")420: 12" NYLOPLAST BASIN PEDESTRIAN GRATE STA 11+41.01 TOP 452.85 INV IN 446.67 (423) INV IN 447.50 (ROOF DRAIN) INV OUT 446.57 (419)42387.07' OF10" HDPE@ 0.75%424B: 12" Nyloplast Basin - Pedestrian GrateSTA 10+24.40TOP 451.75INV IN 447.74 (423B)INV IN 448.57 (ROOF DRAIN)INV OUT 447.64 (423A)423A29.54' OF10" HDPE@ 0.75%SANITARYPIPE (46-45)1.2'PROP.GRADESANITARYPIPE (40-9)1.2'REFER TO MEPDRAWINGS FORFINAL BUILDINGCONNECTIONLOCATION ANDELEVATIONJOB 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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:01 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 2N/AC7.05PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.11222222 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR708-STR106435440445450455460465435440445450455460465HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR508-SWM 14104154204254304354404454104154204254304354404459+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR512-STR50642543043544044545042543043544044545050345.40' OF12" HDPE@ 14.00%504: 24" NYLOPLAST BASINDOME GRATESTA 11+43.48TOP 430.88INV IN 426.10 (503A)INV IN 428.50 (FOUNDATION DRAIN)INV OUT 426.00 (503)50544.06' OF12" HDPE@ 0.80%506: 18" Nyloplast BasinDome GrateSTA 10+68.55TOP 437.50INV IN 433.21 (507)INV IN 430.06 (511)INV IN 430.50 (FOUNDATION DRAIN)INV OUT 429.66 (505)SWM 1200 LF 72" CMPINV. IN: 419.65INV. BOTTOM: 416.50PROP.GRADEEXIST.GRADESANITARYPIPE (2-1)3'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR810-STR8084104154204254304354104154204254304359+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR806-STR8004154204254304354404154204254304354409+5010+0011+0012+00806: 15" Nyloplast Basin Dome Grate STA 10+00.00 TOP 429.00 INV IN 426.41 (RD-806) INV OUT 426.31 (805)80559.62' OF12" HDPE@ 0.50%804: 15" Nyloplast Basin Dome Grate STA 10+59.62 TOP 428.85 INV IN 426.01 (805) INV IN 426.45 (RD-804) INV OUT 425.91 (803)80352.75' OF12" HDPE@ 0.50%802: 15" Nyloplast BasinDome GrateSTA 11+12.37TOP 427.75INV IN 425.65 (803)INV IN 425.65 (RD-802)INV OUT 425.55 (801)80112.80' OF12" HDPE@ 0.50%810: DI-1 STA 10+00.00 TOP 426.90 INV OUT 423.15 (809A)809A55.89' OF15" HDPE@ 0.55%808: ES-1 for 15 inch PipeSTA 10+89.44TOP 423.93INV IN 422.56 (809)PROP.GRADEEXIST.GRADEPROP.GRADEEXIST.GRADE4'' HDPEFORCE MAIN1.5' MIN50768.55' OF12" HDPE@ 3.34%508: 18" Nyloplast BasinDome GrateSTA 10+00.00TOP 439.80INV IN 436.50 (ROOF LEADER)INV OUT 435.50 (507)9+5010+0011+0012+0012+50PROP.GRADEEXIST.GRADE708: 18" Nyloplast BasinDome GrateSTA 10+00.00TOP 456.50INV OUT 452.45 (707)706: 18" NYLOPLAST BASIN - DOME GRATE STA 10+45.32 TOP 456.25 INV IN 451.77 (707) INV OUT 449.86 (705) 704: MH-1 STA 10+98.94 TOP 456.00 INV IN 449.32 (705) INV OUT 449.22 (703) 702: MH-1 STA 11+57.67 TOP 455.85 INV IN 448.63 (703) INV OUT 448.53 (701) 106: MH-1 STA 12+03.34 TOP 454.23 INV IN 443.34 (107) INV IN 448.12 (109) INV IN 448.07 (701) INV OUT 443.06 (105)70745.32' OF12" HDPE@ 1.50%70553.62' OF12" HDPE@ 1.00%70358.73' OF12" HDPE@ 1.00%70145.66' OF12" HDPE@ 1.00%504A: 24" Basin - Circular Grate STA 11+12.61 TOP 438.00 INV IN 429.31 (505) INV IN 429.00 (FOUNDATION DRAIN) INV IN 427.74 (ROOF LEADER) INV OUT 427.64 (503A)503A30.87' OF12" HDPE@ 5.00%RETAININGWALLHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRP8-STR424A435440445450455435440445450455HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 812-STR 808A415420425430435440415420425430435440808A: MH-1 STA 10+55.89 TOP 427.75 INV IN 422.84 (809A) INV IN 422.84 (811) INV OUT 422.74 (809)80933.55' OF15" HDPE@ 0.55%9+5010+0011+00808A: MH-1 STA 10+55.89 TOP 427.75 INV IN 422.84 (809A) INV IN 422.84 (811) INV OUT 422.74 (809) 812: 24" NYLOPLAST BASIN DOME GRATE STA 10+00.00 TOP 427.84 INV OUT 423.19 (811)EXIST.GRADEPROP.GRADE81170.10' OF12" HDPE@ 0.50%4''DOMESTICWATERLINE8'' FIRELINE1'MIN4''DOMESTICWATERLINE8'' FIRELINE1' MIN6" PVCSANITARY1.5'MIN9+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STRP4-STRP24404454504554604404454504554609+5010+0010+50P4: 6" Drain Basin - Pedestrian GrateSTA 10+00.00TOP 451.90INV OUT 448.49 (P3)P2: 12" Nyloplast Basin - Pedestrian Grate STA 10+16.97 TOP 451.90 INV IN 448.32 (P3) INV IN 448.32 (P5) INV OUT 448.32 (P1)PROP.GRADE424A: 12" Nyloplast Basin - Pedestrian GrateSTA 10+81.07TOP 451.75INV IN 449.40 (453)INV IN 447.95 (P1)INV IN 447.95 (ROOF LEADER)INV OUT 447.85 (423B)P2: 12" Nyloplast Basin - Pedestrian Grate STA 10+33.94 TOP 451.90 INV IN 448.32 (P3) INV IN 448.32 (P5) INV OUT 448.32 (P1)P6: 6" Drain BasinPedestrian GrateSTA 10+16.97TOP 451.90INV IN 448.49 (P7)INV OUT 448.49 (P5)P8: 6" Drain BasinPedestrian GrateSTA 10+00.00TOP 451.90INV OUT 448.66 (P7)P316.97' OF6" HDPE@ 1.00%PROP.GRADEP716.97' OF6" HDPE@ 1.00%P516.97' OF6" HDPE@ 1.00%P147.13' OF6" HDPE@ 0.79%9+5010+0011+00512: 6" Drain BasinPedestrian GrateSTA 10+00.00TOP 433.55INV OUT 430.55 (511)506: 18" Nyloplast BasinDome GrateSTA 10+68.55TOP 437.50INV IN 433.21 (507)INV IN 430.06 (511)INV OUT 429.66 (505)51149.02' OF6" HDPE@ 1.00%PROP.GRADERETAININGWALL1'8"WATERLINEDUCTBANKROOFLEADERCONNECTIONROOFLEADERCONNECTIONJOB 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\C7.0 - PROFILES.dwg | Plotted on 4/29/2019 4:01 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 2N/AC7.06PROFILES PROFILE SCALE00550NOTE:CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTINGUTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS.111 CALLOUTDESCRIPTION4" 90° BEND4" MJ SLEEVE4" SWING CHECK VALVE4" RESILIENT SEAT GATE VALVECALLOUTDESCRIPTION4" TEE3" SCH 80 PVC3" TF-2 CHECK VALVE4" FLGxPE SPOOL PIECE12345678PIPING AND VALVE LEGENDAPS-1PS-1SCALE:PUMP STATION PLAN3/4"=1'-0"SCALE:PUMP STATION SECTION3/4"=1'-0"APS-1PS-12'-0"MIN2'-0"MINTOPELEV = 429.50INV INELEV = 425.00WET WELL FLOORELEV = 417.00PUMPS OFFELEV = 420.50LEAD PUMP ON ELEV = 423.50LAG PUMP ON ELEV = 424.00HIGH LEVEL ALARMELEV = 424.503'-0"MIN1'-0"1'-0"NOTE: ALL EXPOSED PIPE SHALL BE FLANGED CLASS 53 DUCTILE IRON AND ALL BELOW GRADEPIPE SHALL BE MECHANICAL JOINT CLASS 52 DUCTILE IRON UNLESS OTHERWISE STATED. ALLDUCTILE IRON PIPING SHALL INCLUDE PROTECTO 401 LINING. RESTRAIN ALL JOINTS.FINISHED GRADEELEV = 429.00±PUMP STATION NOTES1.THE WET WELL AND VALVE VAULT SHALL BE CONSTRUCTED OF PRECASTCONCRETE. THE PRECAST SUPPLIER SHALL SIZE THE STRUCTUREWALLS, TOP AND BASE TO ACCOUNT FOR THE ANTICIPATED LOADS,DEPTH AND FLOATATION AND PROVIDE CALCULATIONS SIGNED BY AVIRGINIA LICENSED PROFESSIONAL ENGINEER WITH THE SUBMITTALS.2.ALL MISCELLANEOUS METAL IN THE WET WELL SHALL BE STAINLESSSTEEL ALLOY DESIGNED FOR USE IN SEWAGE STRUCTURES. ALL BOLTS,NUTS AND OTHER FASTENERS IN WET WELLS SHALL BE 316 OR 304STAINLESS STEEL.3.CONTRACTOR SHALL SUPPLY ALL EQUIPMENT REQUIRED TO PROVIDE ACOMPLETE OPERATING SYSTEM.4.PUMPS SHALL BE EXPLOSION PROOF.5.FLOATS SHALL BE INTRINSICALLY SAFE.6.CONTRACTOR SHALL CONFIRM PENETRATION SIZES AND LOCATIONSPRIOR TO ORDERING PRECAST STRUCTURES.7.ALL PACKAGED PUMP STATION COMPONENTS SHALL BE SUPPLIED BY AUNITARY SOURCE INCLUDING PUMPS, MOTORS, CONTROLS, CONTROLPANEL, AND BREAKAWAY FITTINGS.8.FLOATS SHALL BE POSITIONED TO PREVENT INFLUENT FLOW FROMAFFECTING PROPER OPERATION OF THE PUMP STATION.9.CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS (INCLUDINGADEQUATE WATER SUPPLIES FOR SEVERAL PUMPING CYCLES)NECESSARY TO CONDUCT MANUFACTURER'S STARTUP PROCEDURE,TRAINING, AND PUMP PERFORMANCE TESTING. CONTRACTOR SHALLSUBMIT MANUFACTURER'S CERTIFIED STARTUP DOCUMENTATION TOTHE ENGINEER FOR REVIEW.10.PRECAST STRUCTURES SHALL HAVE A MONOLITHIC BASE SECTION. THEJOINTS BETWEEN PRECAST SECTIONS SHALL BE TONGUE AND GROOVEWITH AN O-RING RUBBER GASKET. A FLEXIBLE JOINT SEALANT ISREQUIRED BETWEEN PRECAST STRUCTURE SECTIONS.11.THE ENTIRE EXTERIOR SURFACE OF ALL PRECAST CONCRETESTRUCTURES SHALL BE COATED WITH A COAL-TAR EPOXY TYPEBITUMINOUS COATING TO A MINIMUM 23 MIL THICKNESS. AN EXTERNALWRAP SHALL BE USED AT ALL JOINTS WHERE PRECAST CONCRETESECTIONS JOIN TOGETHER. THE WRAP SHALL MEET OR EXCEED THEREQUIREMENTS OF ASTM C877 TYPE III AND C990.12.ALL BURIED DUCTILE IRON PIPE SHALL HAVE POLYETHYLENEENCASEMENT IN ACCORDANCE WITH AWWA C105.13.ALL DUCTILE IRON PIPE SUBMERGED IN RAW WASTEWATER SHALL HAVEA COAL TAR EPOXY COATING TO A MINIMUM 16 MIL THICKNESS.72"Ø PRECAST CONCRETE(3,000 PSI MIN) WETWELLALUMINUM ACCESS HATCH (ABOVE)(HALLIDAY MODEL R1R72)60"Ø PRECAST CONCRETE(3,000 PSI MIN) WETWELLALUMINUM ACCESS HATCH (ABOVE)(HALLIDAY MODEL R1R60)SUBMERSIBLECHOPPER PUMPSSS HOIST SOCKET(HALLIDAY MODEL D2V)6" Ø PVC(REFER TO SITE DESIGN)RUBBER BOOT(TYP)3" SCH 80 PVC DRAIN PIPEWITH P-TRAP AND TIDEFLEXTF-2 CHECK VALVE6" Ø PVC(REFER TO SITE DESIGN)(ROTATED FOR CLARITY)RUBBER BOOT (TYP)(SEE DETAIL SHEET PS-2)REMOVABLE ADJUSTABLE HOIST1,000 lb CAPACITY(HALLIDAY MODEL D2B36D)GROUT FILLETLINK SEAL (TYP)(SEE DETAIL SHEET PS-2)SS FLOAT BRACKET WITHFLOAT SWITCHES(SEE DETAIL SHEET PS-2)3" SCH 80 PVC DRAIN PIPE WITHP-TRAP AND TIDEFLEX TF-2 CHECKVALVE AT 14" PER FOOT SLOPE34"x18" STEEL ROD@ 24" OC(6" MIN EMBEDMENT)#4 REBAR(CONTINUOUS)@ 8" OCMIN 4.5 CY 3,000psi CONCRETEANTI-FLOTATION COLLAR3" MUSHROOMVENT8" #57 STONE8" #57 STONE72"Ø PRECAST CONCRETE(3,000 PSI MIN) WETWELLALUMINUM ACCESS HATCH(HALLIDAY MODEL R1R72)60"Ø PRECAST CONCRETE(3,000 PSI MIN) WETWELLALUMINUM ACCESS HATCH(HALLIDAY MODEL R1R60)FLOAT SWITCH (TYP)GROUT FLOOR TODRAIN @ 14" PER FOOTCOMBINATION AIR VALVE ASSEMBLY(1" APCO MODEL 443 SCAV)SUBMERSIBLECHOPPERPUMPGROUTFILLETMANHOLE STEP(SEE DETAIL SHEET PS-2)SS PUMP GUIDE RAILS(DIAMETER PER PUMPMANUFACTURER'SREQUIREMENTS. ATTACHTO WET WELL TOP WITHSTANDOFF AS REQUIRED)PRESSURE GAUGE ASSEMBLY(SEE DETAIL SHEET PS-2)1234153412346776PIPESUPPORT(TYP)SS LIFTINGCHAIN88FASTEN BASE PER PUMPMANUFACTURER'S REQUIREMENTSUNDISTURBED SUBGRADE (GEOTECHNICALENGINEER SHALL CONFIRM SOIL BEARINGCAPACITY IS ADEQUATE PRIOR TOSTRUCTURE PLACEMENT)SUBGRADE COMPACTED TO 95%ASTM MAX DENSITYCOMBINATION AIR VALVE ASSEMBLY(SEE DETAIL SHEET PS-2)14" SS PLATE ATTACHED TOWALL WITH SS ANCHORSSS STRAPS14" SS PLATE12" SS BRACE8429430431432XXXXXXXXXXXXXXXXSANSANSAN20'x20' PUMPSTATION SITEELECTRICAL RACK(SEE DETAIL SHEET PS-2)4'Ø MANHOLETOP = 429.00±(FLUSH WITH FINISHED GRADE)INV IN = 425.75INV 0UT = 425.656'Ø WET WELLTOP = 429.50INV IN = 425.005'Ø VALVE VAULTEMERGENCY PUMPCONNECTION(SEE DETAIL SHEET PS-2)6"x4" REDUCER(CONNECT TO HDPEMECHANICAL JOINT ADAPTER)CLEANOUT6" PVC3.5' 6" PVC@ 4.28%ADJUSTED PROPERTY LINEEXISTINGPROPERTY LINE4" RESILIENT SEATGATE VALVE (TYP)PROPOSED GRADING(REFER TO SITE DESIGN)6' HDPE IPS DR-13.5FORCE MAIN(REFER TO SITE DESIGN)GGGGGGGGGGGGGG4''W4''W4''W4''W4''W4''W4''W4''W4''W8''F8''F8''F8''F8''F8''F8''F8''F8''F8''FSANSANNAD 83448449 449450GABION WALL 3TW 450.00BW 449.00GABION WALL 2BTW 457.00BW 456.00GABION WALL 4TW 449.00BW 448.00445450460460 44544545546546544 0450 45545045044046045545 0 45 0 445 45 5 460GABIONWALL 2ATW 457.00BW 456.0046545544 5 45 0 435446447448451452449448457458459461456457 458 459 46144944744644344844744844744144244344444644744844945145445645746 4 444 45145245345445645445345245144944844944844745245746 2 44444644 7 44 8 44 9 45 1 45 2 453 45 4456458459 46 1 46 3 447454456452 453 45 4 426427429430431431432433434435430429 42842642542 8 42 9 430 44644544444344244144043943 8428427 451 44 3 442 44 6 44 7 44 8 449 45 1 441 43943843743645 4 45 3 452 46546 6 428436427430 431 432 427 428 456458454CLUB DRIVESHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB BEDSHRUB/SMALLTREE AREASHRUB/SMALLTREE AREASHRUB/SMALLTREE AREAS H R U B / S M A L L T R E E A R E A SHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/FLOWER BEDSHRUB/SMALLTREE AREAFLOWER BEDSHRUB AREAS H R U B / F L OW E R B E D SH R U B / F L O W E R B E D FLOWER BEDF L O W E R B E D SHRUB/FLOWER BEDSWXXDESSTORM INLETTOP=451.88INV IN=442.75INV OUT=436.40FLOWER BEDTSOHUOHUOHUXACS H R U B / SM A L L T R E E A R E A S H R U B / S M A L L T R E E A R E A PLANTERAC ACAC ACACACACACPLANTERKESWICK ROAD - ROUTE 731STORM GRATETOP=447.88INV OUT=444.68STORM GRATETOP=436.66INV OUT=434.70STORM GRATETOP=429.78INV OUT=427.68STORM GRATETOP=438.68INV IN=432.54INV OUT=432.53STORM GRATETOP=437.27INV IN=427.0INV OUT=426.9RIP RAP15" RCP STORMW/ FLARED ENDINV=426.83SANITARY MHTOP=435.65INV IN=427.76INV OUT=427.02SANITARY SEPTIC LIDTOP=423.77SANITARY MHTOP=451.90INV IN=546.73INV OUT=432.6615 " C O N C P I P E 10" PVC PIPE(END NOT OBSERVED)6"-8" SAN PIPE(APPEARS TO BEFROM BUILDING)STORM GRATETOP=451.25C/L INV=448.1(CANNOT OBSERVEPIPE INVERTS)15" CONC PIPE15 " C O N C P I P E 15" CONC PIPE15" CONC PIPE(END NOT OBSERVED)15" CONC PIPEAPPROX. LOCATION15' VEPCO EASEMENTDB. 884, PG. 607APPROX. LOCATION 15'VEPCO EASEMENTDB. 1228, PG. 54220' 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.430JOINT PARKING& ACCESS EASEMENTDB. 1282, PG.430APPROX. LOCATION 30'VEPCO EASEMENT(LOCATION SCALED)DB. 884, PG. 568HISTORIC HOTELS OF ALBERMARLE, LLCDB. 4123, PG. 736PARCEL ID: 0800-00-00-009006.919 ACRES(PER PLAT IN DB 5063,PG. 655)KESWICK CLUB, LLCDB. 4123, PG. 741PARCEL ID: 08000-00-00-008Z0S8' ' S AN8'' SANINV 4" CPP=460.31INV 4" CPP=461.49INV 4" CPP=461.46INV 4" CPP=461.46INV 4" CPP=461.49KESWICK CLUB, LLCDB. 4123, PG. 741PARCEL ID: 08000-00-00-008Z0(TIE LINE ) CLUB DRIVE KESWICK ROAD8993912941356523665134534321114106224''W4''W 4' 'WSANSANSANNAD 83 N A D 8 3 PS-1PUMP STATION PLAN, SECTION, AND SITE LAYOUT J. MARSHALLB. STRICKLANDB. STRICKLANDAS SHOWNREVISED PER COUNTY COMMENTS7-27-2018JOB 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 L:\201\40241 - Keswick Water and Sewer\DWG_WWPS\Sheet\CD\40609-M1.0-PUMP.dwg | Plotted on 9/20/2018 2:43 PM | by Justin Marshall 03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 9/20/180'1'2'1'SCALE: 3/4" = 1'-0"4'010'SCALE 1"=5'5'SITE0SCALE 1"=100'200'100'LOCATION MAPSITE PLAN GAS SEALON CONDUITNOTE: ALL METAL HARDWARE SHALL BE 316 STAINLESS STEEL.GALVANIZED STEEL SLEEVE-DIAMETER AS RECOMMENDEDBY SEAL MFR.MECHANICAL SEAL(LINK SEAL OR APPROVED EQUAL)PIPE DIAMETER AND MATERIALAS SHOWN ON PLANSCONCRETE WALLANCHOR COLLAR W/ 2" WATERSTOP CONTINUOUSLY WELDEDON BOTH SIDESPAINT SAME AS PIPINGKORBAND S.S. ASSEMBLYSTD PIPE FLANGE.ATTACH TO CONC. WITH4 SS STUD TYPE WEDGEANCHORS.GRINNELL FIG. 259OR B-LINE FIG.B3090 CI PIPESTANCHION SADDLE4" THRU 36" PIPE1-1/2" GROUTINTERIOR WETWELL WALLS.S. PIPE CLAMPRUBBER BOOT3'-0"3'-6"(MIN. CO VER )RESILIENT SEAT GATE VALVE90° MJ ELBOWFLANGED x PEPIPE4x4-W4.0xW4.0 WWRVALVE BOX & COVER4x4-W4.0xW4.0 WWR90° FLANGEDELBOWMJ TEENOTES:1.ALL PIPING SHALL BE DUCTILE IRON.2.ALL JOINTS SHALL BE RESTRAINED.3.SEE SITE PLAN FOR PIPE SIZES AND LAYOUT.4.WHEN EMERGENCY PUMP CONNECTION IS USED THE ABOVEGRADE PIPING MUST BE DRAINED TO PREVENT FREEZING.THIS CAN BE ACCOMPLISHED BY CLOSING THE DOWNSTREAMGATE VALVE AND LIFTING THE ARM ON ONE OF THE SWINGCHECK VALVES TO ALLOW WATER TO DRAIN BACK INTO THEWETWELL.2'x2'x4"CONC. PAD(TYP.)CAMLOK COUPLING BYPT COUPLING CO. ORAPPROVED EQUAL.5'-0"3'-0"1'-0"1'-0"POWER FROMLAUNDRY FACILITYTO PUMPSTATIONCONDUITS AS REQUIRED BYMANUFACTURER ANDAPPLICABLE CODESCONCRETE(3000 PSI MIN)FOUNDATIONSCALE:WALL PENETRATIONNOT TO SCALESCALE:RUBBER BOOTNOT TO SCALESCALE:PIPE SUPPORTNOT TO SCALESCALE:PUMP STATIONCONTROL STRUCTURENOT TO SCALESCALE:4" EMERGENCY PUMP CONNECTIONNOT TO SCALEELECTRICAL NOTES:1.CONTRACTOR SHALL BE RESPONSILE FOR THE EXTENSION OF POWER FROM THE LAUNDRY FACILITY. REFER TOELECTRICAL DESIGN FOR DETAILS AND MATERIAL SPECIFICATIONS.2.ALL ABOVE GRADE ENCLOSURES SHALL BE PAD LOCKABLE.3.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES ANDREGULATIONS; AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE EQUIPMENT MANUFACTURERS.4.NO ELECTRICAL SPLICES ALLOWED IN THE WETWELL.5.ALL EXTERIOR CONDUITS SHALL BE UNDERGROUND AND SHALL BE INSTALLED PER 1996 NEC TABLE 300-5 ANDTABLE 300-50 AND ARTICLE 300-6 (PROTECTION AGAINST CORROSION).6.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE ALARM COMMUNICATION ANTENNA IN ACCORDANCEWITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.7.CONTRACTOR SHALL PROVIDE AN EARTH DRIVEN GROUND CONNECTION TO THE PUMP STATION AT THE MAINGROUNDING LUG IN ACCORDANCE WITH NEC.CONTROL PANEL NOTES:1.THE DUPLEX PUMP CONTROL PANEL SHALL INCLUDE ALL HARDWARE AND/OR SOFTWARE REQUIRED FOR ALLOPERATIONAL FUNCTIONS.2.THE CONTROL PANEL SHALL BE UL LISTED AND TESTED AS AN INTEGRAL UNIT BY THE PUMP STATIONMANUFACTURER.3.ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A COMMON NEMA 4X STAINLESS STEEL, DEADFRONT TYPE ENCLOSURE AND CLEARLY LABELED TO INDICATE FUNCTION.4.PROPERLY SIZED HEAVY-DUTY CIRCUIT BREAKERS SHALL BE FURNISHED FOR EACH PUMP MOTOR.5.NEMA RATED MAGNETIC STARTERS WITH UNDER VOLTAGE RELEASE AND OVERLOAD PROTECTION ON ALLTHREE PHASES SHALL BE FURNISHED FOR EACH PUMP MOTOR.6.CONTROL PANEL SHALL COME EQUIPPED WITH THERMAL MAGNETIC CIRCUIT BREAKER FOR ALL CONTROLCIRCUITS, PUMP MODE SELECTOR SWITCHES (H-O-A), SIX-DIGIT ELAPSED TIME METER, HIGH PUMPTEMPERATURE PROTECTION CIRCUIT, 115V SINGLE PHASE DUPLEX GROUND FAULT RECEPTACLE PROTECTED BYA THERMAL MAGNETIC CIRCUIT BREAKER AND MOUNTED ON THE SIDE OF THE PANEL, APPROPRIATELY SIZEDSTEPDOWN TRANSFORMER TO SUPPLY 115V AC SINGLE PHASE POWER FOR CONTROL AND AUXILIARYEQUIPMENT (IF REQUIRED), TRANSIENT VOLTAGE SURGE SUPRESSOR, PHASE MONITOR, AND PANEL HEATER.7.THE PUMP STATION, AS FURNISHED BY THE MANUFACTURER, SHALL BE COMPLETELY WIRED, EXCEPT FORPOWER FEED LINES TO THE BRANCH CIRCUIT BREAKERS AND FINAL CONNECTIONS TO REMOTE ALARM DEVICES.8.CONTROL CIRCUIT WIRING INSIDE THE PANEL, WITH EXCEPTION OF INTERNAL WIRING OF INDIVIDUALCOMPONENTS, SHALL BE 16 GAUGE MINIMUM, TYPE MTH OR THW, 600 VOLTS. POWER WIRING TO BE 14 GAUGEMINIMUM. MOTOR BRANCH WIRING SHALL BE 10 GAUGE MINIMUM.LIQUID LEVEL CONTROL NOTES:1.THE LEVEL CONTROL SYSTEM SHALL START AND STOP THE PUMPS IN ACCORDANCE TO THE WET WELL LEVEL.UPON OPERATOR SELECTION OF AUTOMATIC OPERATION, A FLOAT SWITCH SHALL START ONE PUMP MOTORWHEN WATER RISES TO THE "LEAD PUMP ON LEVEL". WHEN THE WATER IS LOWERED TO THE "PUMP OFF LEVEL",THE SYSTEM SHALL STOP THIS PUMP. THESE ACTIONS SHALL CONSTITUTE ONE PUMPING CYCLE. SHOULD THEWATER LEVEL CONTINUE TO RISE, AN ADDITIONAL FLOAT SWITCH SHALL START THE SECOND PUMP AFTERREACHING THE "LAG PUMP ON LEVEL" SO THAT BOTH PUMPS OPERATE TOGETHER. BOTH PUMPS SHALL STOP ATTHE SAME "PUMPS OFF LEVEL". CIRCUIT DESIGN IN WHICH APPLICATION OF POWER TO THE LAG PUMP MOTORSTARTER IS CONTINGENT UPON COMPLETION OF THE LEAD PUMP CIRCUIT SHALL NOT BE ACCEPTABLE.2.THE LEVEL CONTROL SYSTEM SHALL WORK IN CONJUNCTION WITH THE ALTERNATOR RELAY TO SELECT FIRSTONE PUMP, THEN THE SECOND PUMP, TO RUN AS "LEAD" PUMP. ALTERNATION WILL OCCUR AT THE END OF EACHPUMPING CYCLE.3.A SEPARATE FLOAT SWITCH, AND INTRINSICALLY SAFE RELAY SHALL BE USED TO ALERT MAINTENANCEPERSONNEL TO A HIGH WATER LEVEL IN THE WET WELL. SHOULD THE WET WELL LEVEL RISE TO THE "HIGHWATER ALARM" LEVEL, THE FLOAT SWITCH AND INTRINSICALLY SAFE RELAY SHALL ENERGIZE THE ALARMSIGNAL. THE ALARM SIGNAL SHALL COMPLETE A 115 VOLT AC CIRCUIT FOR AN EXTERNAL ALARM DEVICE. ANINDICATOR, VISIBLE FROM FRONT OF CONTROL PANEL, SHALL INDICATE HIGH LEVEL CONDITION EXISTS. THEALARM SIGNAL SHALL BE MAINTAINED UNTIL WET WELL LEVEL IS LOWERED AND ALARM CIRCUIT MANUALLYRESET.PUMP STATION CONTROLPANEL WITH ALARM LIGHTAND HORNGALVANIZEDSTEEL UNISTRUT3"Ø GALVANIZEDSTEEL POSTSWITH CAP (TYP)POWER CONDUITSIGNAL CONDUITWIRELESS ALARM SYSTEM(MISSION COMMUNICATIONS M110 SERIES)208V, 3P NEMA 3R FUSEDDISCONNECT. COORDINATE EXACTFUSE SIZE WITH CONTROL PANELMANUFACTURER.NEMA 3RJUNCTION BOXSCALE:MANHOLE STEP DETAILNOT TO SCALE12"5-3/4"SECTION-A10-3/4"1-1/8"1-1/4"3-3/8"9-1/8"AA1/2" GRADE60 STEELREINFORCEMENTCOPOLYMERPOLYPROPYLENE PLASTIC3/16"PRESSURE GUAGE (MIN. 3 1/2"DIA./ CALIBRATED IN APPLICABLEUNITS) WITH SNUBBER1/2" X 1/4" 3000 LB. M.I. OR3000 LB. F.S. BUSHING1/2" DIAPHRAM SEAL1/2" CAST IRONECCENTRIC PLUG VALVE1/2" SCH 80 STEEL NIPPLESTEEL SHELLPIPE I.D.1/2" X 1 1/4" 300 LB.M.I. OR300 LB.F.S.BUSHING1 1/4" 3000LB.F.S HALFCOUPLING, WELD TO PIPEOR 1 1/4" TAPPEDCONNECTION WHERE CASTIRON OR DUCTILE IRONCOAT WITH EPOXY ORCOAL TAR ENAMELSCALE:PRESSURE GAUGE ASSEMBLYNOT TO SCALE2" SS OR BRASSBALL VALVE1" COMBINATION AIR VALVE(APCO MODEL 443 SCAV)INTEGRAL BOSS ORTAPPING SLEEVE1" SCH 80 PVCGOOSENECKSCALE:AIR COMBINATIONVALVE ASSEMBLYNOT TO SCALE2" SS OR BRASS NIPPLEPUMP OFFLEAD PUMP ONLAG PUMP ONHIGH WATER ALARMCORD GRIPS(TYP OF 4)HOOKSS FLOAT BRACKET(ATTACH TO WET WELLWALL WITH SS ANCHORSPER MANUFACTURER'SINSTRUCTIONS)FLOAT SWITCHFLOAT SWITCHCORD WEIGHTNOTE:REFER TO PUMP STATIONSECTION FOR FLOATSWITCH ELEVATIONSNOTE:ALL PIPE AND FITTINGS SHALL BESTAINLESS STEEL OR BRASS NPTSUITABLE FOR WASTEWATERAPPLICATIONS UNLESSOTHERWISE NOTED.AS REQUIREDSCALE:FLOAT SWITCH ANDWALL BRACKET DETAILNOT TO SCALEPS-2PUMP STATION DETAILS J. MARSHALLB. STRICKLANDB. STRICKLANDNOT TO SCALEREVISED PER COUNTY COMMENTS7-27-2018JOB 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 L:\201\40241 - Keswick Water and Sewer\DWG_WWPS\Sheet\CD\40609-M1.0-PUMP.dwg | Plotted on 9/20/2018 2:43 PM | by Justin Marshall 03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 9/20/18 WIRELESS ALARM SYSTEMNOT REQUIRED(NOT REQUIRED IFMECHANICALJOINT RESTRAINTSARE INSTALLED)PS-3PUMP STATION DETAILS J. MARSHALLB. STRICKLANDB. STRICKLANDNOT TO SCALEREVISED PER COUNTY COMMENTS7-27-2018JOB 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 L:\201\40241 - Keswick Water and Sewer\DWG_WWPS\Sheet\CD\40609-M1.0-PUMP.dwg | Plotted on 9/20/2018 2:43 PM | by Justin Marshall 03-26-2018KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA40241 9/20/18