HomeMy WebLinkAboutSUB201900174 Plan - Submittal (First) Road Plan and Comps. 2019-10-30JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C0.0 - COVER-ROAD.dwg | Plotted on 10/30/2019 3:52 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19COVERC0.0N.A.SITE INFORMATIONTAX MAP PARCEL, ZONING, AND OWNER INFO:090A1-00-00-001E0PARCEL AREA: 22.92 ACRES09000-00-00-001A0PARCEL AREA: 8.83 ACRESSOUTHWOOD CHARLOTTESVILLE LLC919 WEST MAIN STREETCHARLOTTESVILLE, VIRGINIA 22903TOTAL AREA (ALL PARCELS): 31.75 ACRESLIMITS OF DISTURBANCE: 12.88 ACRESZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)OVERLAY DISTRICT: ENTRANCE CORRIDORMAGISTERIAL DISTRICT: SCOTTSVILLESOURCE OF BOUNDARY AND TOPOGRAPHY:TIMMONS GROUP28 IMPERIAL DRIVESTAUNTON, VA 24401TELEPHONE: 540.885.0920CONTACT: PAUL HUBER, L.S.PAUL.HUBER@TIMMONS.COMSURVEY CONDUCTED: MARCH 2019DATUM:HORIZONTAL:NAD83(NA2011) VIRGINIA STATE SOUTH GRIDVERTICAL:NAVD88 VIA GPS RTK OBSERVATIONSUTILITIES:ACSA SANITARY AND WATER SERVICE, WITHIN MS4 BOUNDARYDRAINAGE DISTRICT: MOORES CREEKTHE SOUTHERN PORTION OF THE PARCEL 90A1-1E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PERFEMA MAP NUMBER 51003C0407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER.IMPERVIOUS AREAEXISTING IMPERVIOUS AREA = 0.24 AC.PROPOSED IMPERVIOUS AREA = 6.00 AC.PROPOSED USE:BLOCKS 1-2:GREEN SPACE & BUFFERBLOCKS 3-4:NEIGHBORHOODBLOCK 5:URBAN RESIDENTIAL VILLAGEBLOCK 6-9:NEIGHBORHOOD MIXED USE/NEIGHBORHOOD PLACESBLOCKS 10-12:URBAN MIXED USECOUNTY OF ALBEMARLE, VIRGINIASOUTHWOOD REDEVELOPMENT - VILLAGE 1VICINITY MAP1"=1000'DEVELOPER:SOUTHWOOD CHARLOTTESVILLE LLC919 WEST MAIN STREETCHAROTTESVILLE, VA 22903ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVE. SUITE 200CHARLOTTESVILLE, VA 22903CONTACT: CRAIG KOTARSKI, P.E.TELEPHONE: (434) 327-168810/30/2019ROAD PLANSITELOCATIONNUMBER OF SHEETS= 36Sheet List TableSheet NumberSheet TitleC0.0COVERC1.0NOTES & DETAILSC1.1NOTES & DETAILSC1.2NOTES & DETAILSC2.0EXISTING CONDITIONS & DEMOLITION PLANC3.0EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.1EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.2EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.3EROSION & SEDIMENT CONTROL PLAN PHASE IC3.4EROSION & SEDIMENT CONTROL PLAN PHASE IC3.5EROSION & SEDIMENT CONTROL PLAN PHASE IIC3.6EROSION & SEDIMENT CONTROL PLAN PHASE IIC4.0BLOCKS & OVERALL PLANC4.1LAYOUT & UTILITIES PLANC4.2LAYOUT & UTILITIES PLANC4.3LAYOUT & UTILITIES PLANC4.4GRADING & DRAINAGE PLANC4.5GRADING & DRAINAGE PLANC4.6GRADING & DRAINAGE PLANC5.0ROAD PLANC5.1ROAD PLANC5.2ROAD PLANC5.3SIGHT DISTANCE PROFILESC5.4SIGHT DISTANCE PROFILESC5.5SIGHT DISTANCE PROFILESC5.6SIGHT DISTANCE PROFILESC6.0STORMWATER QUALITY MAPC6.1STORMWATER QUALITY SUMMARYC6.2STORMWATER SUMMARY PLANC6.3STORMWATER SUMMARY PLANC6.4PIPE & INLET CALCULATIONSC6.5PIPE & INLET CALCULATIONSC6.6CULVERT CALCULATIONSC6.7STREAM BUFFER MITIGATION PLANC7.0STORM PROFILESC7.1STORM PROFILESC7.2STORM PROFILESC7.3STORM PROFILESC7.4UTILITY PROFILESC7.5UTILITY PROFILESC7.6UTILITY PROFILESC8.0ROAD PROFILESC8.1ROAD PROFILESC8.2ROAD PROFILESC8.3ROAD PROFILESC8.4ROAD PROFILESL1.0LANDSCAPE PLANL1.1LANDSCAPE PLANL1.2LANDSCAPE PLAN
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\40919-Southwood_Redev\DWG\Sheet\CD\C1.0 - NOTES & DETAILS.dwg | Plotted on 10/30/2019 3:52 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19NOTES & DETAILSC1.0N.A.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 THE BEGINNINGCONSTRUCTION.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 REPRESENTATIVE FORALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD ANDBRIDGE 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.GENERAL CONSTRUCTION NOTES FOR EROSION ANDSEDIMENT CONTROL1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTIONCONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEKPRIOR TO THE FINAL INSPECTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TOMINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOKAND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP INCLEARING.4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE ATALL TIMES.5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMITA SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLANAPPROVING AUTHORITY.6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURESNECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVINGAUTHORITY.7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURINGLAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACHRUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OFTHE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERTMATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCESECTION 5.1.28.13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OFALBEMARLE.14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TOTHE HOURS OF 7:00AM TO 9:00PM.15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERALSUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND ANDSTRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, ORCOLLAPSE.16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENTSTORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIREDBY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THEPROPERTY.17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUALRYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAYTHROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX.PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALLFESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANYDAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALLBE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREASSHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSIONDYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OFFINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THECOUNTY EROSION CONTROL INSPECTOR.21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OFAPPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTERTHE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION17-207B)+ 240.5200200ROADSLEGENDSTORM PIPE & STRUCTURE NO.DROP INLET & STRUCTURE NO.CURBCURB & GUTTERPROPOSED PAVEMENTCENTERLINE OF DITCHBENCH MARKCLEARING LIMITSVDOT STANDARD STOP SIGNEXISTING CONTOURPROPOSED CONTOUREXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING SANITARY SEWERSEWERTRAFFIC STOP BAREXISTING WATER LINEPROPOSED WATER LINEPROPOSED VALVEPROPOSED TAPPING SLEEVEPROPOSED FIRE HYDRANT (COMPLETE)WATERTC = TOP OF CURBBC = BACK OF CURBEP = EDGE OF PAVEMENTTW = TOP OF WALLBW = BOTTOM OF WALLTS = TOP OF STAIRSBS = BOTTOM OF STAIRSN/A = NOT APPLICABLE TO THIS PROJECTGRADINGR-1100100TC 240.5PARKING COUNT1SSPROPOSED SANITARY SEWERSAN1PROPOSED SANITARY SEWER LABELPRESERVED AND MANAGED SLOPES ACSA GENERAL WATER & SEWER CONDITIONSJUNE 27, 20191.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILLBE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.2.THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OFCONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.3.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS ANDWHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUNDLINES AND STRUCTURES, AS NECESSARY.4.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWERCONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.5.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).7.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.8.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.9.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE.10.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVEJANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB-OUT SHALLUNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWERLATERAL STUB-OUTSHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.13.THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OFTHE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCURUNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.14.THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLERMAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THISINSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THECONTRACTOR.15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTILAPPROVAL IS GIVEN BY THE ACSA.
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\40919-Southwood_Redev\DWG\Sheet\CD\C1.0 - NOTES & DETAILS.dwg | Plotted on 10/30/2019 3:52 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19NOTES & DETAILSC1.1N.A.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 21A STONE COVERNo ScaleCONCRETE SIDEWALK PAVEMENT SECTIONDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANSNo ScaleHEAVY DUTY ASPHALT PAVEMENT SECTION5" INTERMEDIATE BASE COURSE - BM25.0A8" TYPE 21-B AGGREGATE SUBBASE COURSE1.5" ASPHALTIC CONCRETE SURFACECOMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)COURSE - SM-9.5ANo ScaleHICKORY STREET CROSS SECTION6' (PLANTING STRIP)2.5'5' SIDEWALK6' (PLANTING STRIP)2.5'61' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK0.5'0.5'HICKORY STREET (25 MPH DESIGN SPEED)5" BM-25.0A1.5" SM-9.5ACOMPACTED SUBGRADECG-6CG-62%2%NOTE: ROAD CROSS SECTION COMPLIES WITHVDOT SSAR DESIGN STANDARDS.AGGREGATE SHALL EXTEND1' BEYOND THE BACK OF CURB (TYP.)No ScaleROAD 1 CROSS SECTION (STATION 10+00 - 20+12)6' (PLANTING STRIP)2.5'10' (TRAVEL LANE)5' SIDEWALK6' (PLANTING STRIP)2.5'13' (TRAVEL LANE)55' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK0.5'0.5'ROAD 1 (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED)5" BM-25.0A1.5" SM-9.5ACOMPACTED SUBGRADECG-6CG-62%2%NOTE: ROAD CROSS SECTION COMPLIES WITHVDOT SSAR DESIGN STANDARDS.11' (TRAVEL LANE)13' ( TRAVEL LANE)8' (PARKING)8' (PARKING)AGGREGATE SHALL EXTEND1' BEYOND THE BACK OF CURB (TYP.)No ScaleROAD 2 CROSS SECTION6' (PLANTING STRIP)2.5'5' SIDEWALK6' (PLANTING STRIP)2.5'53' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK0.5'0.5'ROAD 2 (25 MPH DESIGN SPEED)5" BM-25.0A1.5" SM-9.5ACOMPACTED SUBGRADECG-6CG-62%2%NOTE: ROAD CROSS SECTION COMPLIES WITHVDOT SSAR DESIGN STANDARDS.AGGREGATE SHALL EXTEND1' BEYOND THE BACK OF CURB (TYP.)10' (TRAVEL LANE)10' (TRAVEL LANE)4.5' (PARKING)4.5' (PARKING)No ScaleROAD 1 CROSS SECTION (STATION 20+12 - 28+10)6' (PLANTING STRIP)2.5'12' (TRAVEL LANE)5' SIDEWALK6' (PLANTING STRIP)2.5'10' (TRAVEL LANE)52' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK0.5'0.5'ROAD 1 (STATION 20+12 - 28+10) (25 MPH DESIGN SPEED)5" BM-25.0A1.5" SM-9.5ACOMPACTED SUBGRADECG-6CG-62%2%NOTE: ROAD CROSS SECTION COMPLIES WITHVDOT SSAR DESIGN STANDARDS.AGGREGATE SHALL EXTEND1' BEYOND THE BACK OF CURB (TYP.)5' (BIKE LANE)6' (PARKING)No ScaleROAD 3 CROSS SECTION6' (PLANTING STRIP)2.5'5' SIDEWALK6' (PLANTING STRIP)2.5'52' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK0.5'0.5'ROAD 3 (25 MPH DESIGN SPEED)5" BM-25.0A1.5" SM-9.5ACOMPACTED SUBGRADECG-6CG-62%2%NOTE: ROAD CROSS SECTION COMPLIES WITHVDOT SSAR DESIGN STANDARDS.AGGREGATE SHALL EXTEND1' BEYOND THE BACK OF CURB (TYP.)12' (TRAVEL LANE)10' (TRAVEL LANE)6'' (PARKING)DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANSNo ScaleLIGHT DUTY ASPHALT PAVEMENT SECTION8" TYPE 21B AGGREGATE BASE COURSE2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5ACOMPACTED SUBGRADE(PLACED IN ONE LIFTS)No ScaleGRAVEL ROAD SECTION8" 57 STONECOMPACTED SUBGRADEDENOTES GRAVEL ROAD ON PLANSMUTCD STOP SIGN DETAILNo ScaleNo ScaleREMOVABLE BOLLARD DETAIL6" DIA. STEEL PIPEFILLED WITHCONCRETE ANDPOWDER COATED(COLOR TO BESELECTED BYOWNER)7" DIAMETER3,000 PSI AIR-ENTRAINED2'-0" DIAMETER3.5'3.5'LOCKSTEEL CAPGROUND INSERTCONC. FOOTINGBELOW STEEL PIPE2" MINIMUM CONCRETEPAVEMENT PATCHNOTE: REMOVABLE BOLLARDS SHALL BELOCKED WITH KNOX PAD LOCKS KEYEDFOR ALBEMARLE COUNTY FIRE RESCUE.No ScaleSTONE DUST PATH SECTION2" COMPACTED STONE DUST PATH3/16" THK. STEELEDGING W/ 12"STAKES @ 24" O/CROT-RESISTANTLANDSCAPE FABRIC -TURN UP AT EDGESCOMPACTED SUBGRADE - 95% S.P.D.STEELEDGING4" COMPACTED VDOT #21A STONE BASE
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\40919-Southwood_Redev\DWG\Sheet\CD\C1.0 - NOTES & DETAILS.dwg | Plotted on 10/30/2019 3:52 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19NOTES & DETAILSC1.2N.A.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 AREAWATER42" MIN PLACE 5' GALVANIZED " WITNESS " POST WITHCAPPED ENDS PAINTED BLUE IN REMOTE AREASAS DIRECTED. MARKER LOCATION MAY BE SUBJECTTO HIGHWAY DEPARTMENT APPROVAL.ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID24" MIN 1'-0"4'-0"FINISHED GRADEGATE VALVE (TYP)No ScaleTYPICAL FIRE HYDRANT ASSEMBLY DETAILNo Scale IT IS NOT ALLOWED IN THE DITCH.4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ( INCLUDING DITCHES )2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.SHALL BE USED AS ADDITIONAL SUPPORTCONCRETE. IF NECESSARY, A STEEL PILETHREADED RODS IN ADDITION TO POURINGTHE VALVE TO THE HYDRANT WITH 2-3/4"A HYDRANT IS LOCATED IN A FILL, ANCHORWHEN THE SOIL IS DISTURBED OR WHEN2500 P.S.I. CONCRETE VALVE BOX.NOTE : STEEL PILEUNDISTURBED STABLEBLOCK AGAINSTBASE AND THRUSTSOIL.OR ASPHALT COATEDRODS SHALL BE GALVANIZEDMAIN IN ALL INSTALLATIONS.3/4" THREADED RODS TO GRAVEL7 CU. FT.OR APPROVED EQUALMUELLER CENTURION (A-423)KENNEDY GUARDIAN (K-81A)36"MINLENGTH OF BRANCH VARIES6' MIN(270°)6" GATEVALVEVALVE BOX18"2' TO 10'NOTE: HYDRANT MUST BEEQUIPPED WITH CHARLOTTES-VILLE THREADS WHICH ISTHE LOCAL STANDARD.5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEPHOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IFREQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BEPLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
XXXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSANSANSANSANSANSANSAN403.2401.8401.1401.2399.1398.8398.5409.0408.7406.9409.2411.1414.5425.7419.7417.1415.2397.3397.3397.4440.8396.6462.9463.9408.9467.0461.8454.7456.9453.2451.5414.1414.7416.8417.4419.3418.8416.4415.1424.6419.0432.4426.8424.6423.1423.0425.0422.9450.2465.5463.8463.4452.9446.8463.5439.0436.7395.6395.2408.5472.6472.5478.2477.2468.5473.6469.0468.1462.1455.1463.0465.0466.5469.1469.0463.3473.0478.8481.4462.8462.4475.0475.2488.8492.5481.7481.7485.1477.1476.4474.8473.2462.5W.P.O. BUFFERW.P.O. BUFFER(EX.P
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0 450450440440420420EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3445 435
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110.02'R/WPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063PARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328REMOVEREMOVEASPHALTEXISTINGVEGETATION TO BEREMOVEDEXISTING VEGETATIONTO BE REMOVEDSAWCUTASPHALTREMOVEASPHALTOVERHEAD POWER AND TELEPHONE LINES TOBE RELOCATED VERTICALLY TO MEET VDOTMINIMUM CLEARANCES FROM FINAL GRADE.CONTRACTOR TO COORDINATE WITH UTILITYPROVIDERS ACCORDINGLY.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\40919-Southwood_Redev\DWG\Sheet\CD\C2.0 - EXISTING CONDITIONS.dwg | Plotted on 10/30/2019 3:52 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19EXISTING CONDITIONS & DEMOLITION PLANC2.01"=100'0SCALE 1"=80'160'80'NAD 83LEGENDSTEEP SLOPES - MANAGED STEEP SLOPES - PRESERVEDEXISTING WATERLINEEXISTING TREEEXISTING TREE DRIP LINECENTERLINE15' OAKEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING CURB AND GUTTEREXISTING INTERMEDIATE CONTOUREXISTING EDGE OF PAVEMENTEXISTING INDEX CONTOURSAN3230DAM INUNDATION BREAK ZONEEXISTING FLOODPLAINSTREAM BUFFERWPROPOSED CURB AND GUTTERLEGENDREMOVE EXISTING VEGETATIONSAWCUT ASPHALT
W.P.O. BUFFER
(EX.P
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)OLD LYNCHBURG ROADWHARTON DRIVEPLINY ROADBITTERNUT LANESTREAM BUFFER/FLOOD PLAINCONSERVATION AREAHICK
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110.02'R/WPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063PARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328SEE SHEETS C4.0, C4.3, C5.0SEE SHEETS C4.1, C4.4, AND C5.1SEE SHEETS C4.2, C4.5 AND C5.2BLOCK 11BLOCK 9BLOCK 10BLOCK 8BLOCK 5BLOCK 7BLOCK 4BLOCK 6BLOCK 1BLOCK 12BLOCK 3BLOCK 20SCALE 1"=80'160'80'NAD 83JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C3.0 - OVERALL PLAN.dwg | Plotted on 10/30/2019 3:55 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19BLOCKS & OVERALL PLANC4.01"=80'NOTE: BLOCK AREAS SHOWN PER CODEOF DEVELOPMENT "SOUTHWOOD PHASE I -A NEIGHBORHOOD MODEL DISTRICT CODEOF DEVELOPMENT."
UGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP26"OAK 26"BEECHO.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02'R/WPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063WWWWWWWWWWWWWWWWWWWWWWWWSSSSSSANSANSANSANSANSANSANSANSANSANCG-6CG-613'10'6'5'5'6'13'11'5'8'6'5'8'R233'R233'R267'R517'R604'BLOCK 1118171615148"X8" TEE8" CLASS 52 DIPWATER LINE90° BENDSTUB OUT FORFUTURE PHASESFHA WITHGATE VALVEFHA WITHGATE VALVEARVARVARVPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEOVERHEAD POWER AND TELEPHONE LINESTO BE RELOCATED VERTICALLY TO MEETVDOT MINIMUM CLEARANCES FROM FINALGRADE. CONTRACTOR TO COODRINATEWITH UTILITY PROVIDERS ACCORDINGLY.CG-6
CG-6ARVHICK
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61' R
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WROAD 155' R/WSTOP SIGNSPEED LIMIT SIGNGVROAD NAME SIGNCG-1110+00
10+50
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11+5
0
12+0
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0
13+0
0
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6
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2
010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50GV11.25° BENDOHPOHPWWWWWWWWW90° BEND8"X8" TEEPAVEMENT TO BEREPAIRED PERVDOT STANDARDSGVGVTIE TO EXISTING WATER LINE,COORDINATE WITH ACSACONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)LEGEND:0SCALE 1"=30'60'30'NAD 83JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C4.0 - SITE PLAN.dwg | Plotted on 10/30/2019 3:55 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19LAYOUT & UTILITIES PLANC4.11"=30'KEY PLANMATCH LINE - SEE INSETINSETMATCH LINE
XXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW.P.O. BUFFER
26"W.OAK18"MAPLE 15"SYCAMORESTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTSTREAM BUFFERDDDDWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSANSANSANSANSANSANSANSANSANSANSSANSANSANS SSAN
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CG-6CG-6CG-65'5'6'28'6'5'5'6'5'6'5'6'6'5'5'6'6'5'6'6'5'6'5'8'10'13'12'10'6'12'10'6'R397'R403'R597'R277'R218'4.5'10'10'4.5'4.5'10'10'4.5'141312109876511RESIDUE #1TIMBER STEPS(TYP.)5' BOARDWALK5' STONE DUSTPATH, TYP.8"X8"TEE8" CLASS 52 DIPWATER LINESTUB OUT FORFUTURE PHASES8"X8"TEE22.5° BEND22.5° BENDR15'R15'FHA WITHGATE VALVEFHA WITHGATE VALVEFHA WITHGATE VALVEFHA WITHGATE VALVE14'3' SIDESETBACK5' FRONTSETBACK5' REARSETBACK3' SIDESETBACK5' REARSETBACK5' FRONTSETBACK5' REARSETBACK3' SIDESETBACK5' SIDESETBACKLOT 112630 SFLOT 28102 SFLOT 614981 SFLOT 32583 SFLOT 41651 SFLOT 51659 SFLOT 713248 SFLOT 84553 SFLOT 93044 SFLOT 103795 SFLOT 112723 SFLOT 141825 SFLOT 151460 SFLOT 161460 SFLOT 171460 SFLOT 181460 SFLOT 192190 SFLOT 202190 SFLOT 1351141 SFLOT 263143 SF5' FRONTSETBACK3' SIDESETBACK3' SIDESETBACK5' SIDESETBACK5' REARSETBACK5' SIDESETBACK5' FRONTSETBACK3' SIDESETBACK5' FRONTSETBACK3' SIDESETBACK3' SIDESETBACK5' FRONTSETBACK5' FRONTSETBACKCG-12(TYP.)5' FRONTSETBACKLOT 122238 SF5'5' REARSETBACK5' REARSETBACK5' FRONTSETBACKCG-12CG-12CG-12CG-12CG-12(TYP.)CG-12(TYP.)CG-12(TYP.)5' SIDESETBACK3' SIDESETBACK5' FRONTSETBACKARVARVARVARVARVARVTO BECONSTRUCTED INFUTURE PHASEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEGRAVELEMERGENCYACCESSBIORETENTION 2WPO BUFFEREPROAD 152' R/WPROPOSEDBOUNDARYLINE (TYP.)20' ACCESSEASEMENT28'CG-9(TYP.)CG-9(TYP.)OPEN SPACE35518 SFSPEEDLIMIT SIGNSPEEDLIMIT SIGNSTOPSIGN(4) REMOVABLEBOLLARDS WITHKNOX BOX41GVGVROADNAME SIGN17+5018+0018+5019+0019+502
0
+
0
0
2
0
+
5
0
2
1
+
0
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2
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2
+
5
023+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+10.2310+0010+5011+0011+5012+0012+5013+00 10+0010+50RESIDUE #1CONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)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\40919-Southwood_Redev\DWG\Sheet\CD\C4.0 - SITE PLAN.dwg | Plotted on 10/30/2019 3:55 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19LAYOUT & UTILITIES PLANC4.21"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
UGPUGPUGPUGPSANSANSANSANSANW.P.O. BUFFER100 YR. FLOODPLAINSTREAM
STREAM BUFFERPARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328DWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS S
SANSANSANSANSANR25'R25'R25'R25'R25'R25'R25'CG-6CG-6CG-6CG-6CG-6CG-6CG-6
CG-6 5'CG-6CG-6CG-6CG-
6
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CG-
6
CG-6CG-6CG-65'5'5'5'CG-6 5'6'5'6'5'6'6'5'5'6'6'5'6'6'5'6'5'6'5'5'6'6'5'12'10'6'12'10'6'R397'R403'R198'R196.5'R218'12'10'6'28'6'10'12'28'4.5'10'10'4.5'4.5'10'10'4.5'35343332319876543R2'R2'R4'RESIDUE #28" CLASS 52 DIPWATER LINE8" CLASS 52 DIPWATER LINESTUB OUT FORFUTURE PHASES8"X8" TEE8"X8" TEE8"X8"TEESTUB OUTFOR FUTUREPHASESR15'R15'FHA WITHGATE VALVEFHA WITHGATE VALVEFHA WITHGATE VALVE14'5' FRONTSETBACK5' SIDESETBACK3' SIDESETBACK5' FRONTSETBACK5' REARSETBACK3' SIDESETBACK5' REARSETBACK5' FRONTSETBACK5' REARSETBACK5' FRONTSETBACK5' REARSETBACK3' SIDESETBACKLOT 614981 SFLOT 41651 SFLOT 51659 SFLOT 713248 SFLOT 84553 SFLOT 93044 SFLOT 103795 SFLOT 141825 SFLOT 151460 SFLOT 161460 SFLOT 171460 SFLOT 181460 SFLOT 192190 SFLOT 202190 SFLOT 211460 SFLOT 221460 SFLOT 231460 SFLOT 241460 SFLOT 251825 SFLOT 1351141 SFLOT 263143 SFLOT 271568 SFLOT 281367 SFLOT 291367 SFLOT 301573 SFLOT 311573 SFLOT 321368 SFLOT 341541 SFLOT 354147 SFLOT 361555 SFLOT 331367 SFLOT 3710815 SFLOT 3819632 SFLOT 392192 SFLOT 401970 SFLOT 4110617 SFCG-12(TYP.)3' SIDESETBACK5' REARSETBACK5' FRONTSETBACK3' SIDESETBACK3' SIDESETBACK3' SIDESETBACK5' FRONTSETBACKCG-12CG-125' FRONTSETBACK3' SIDESETBACK5' FRONTSETBACK5' FRONTSETBACK5' SIDESETBACK3' SIDESETBACK3' SIDESETBACK5' SIDESETBACK3' SIDESETBACK5' FRONTSETBACK3' SIDESETBACK3' SIDESETBACK5' FRONTSETBACKCG-12(TYP.)5' FRONTSETBACK5' REARSETBACK5' FRONTSETBACKCG-12CG-12CG-12CG-12CG-12CG-12(TYP.)CG-12(TYP.)CG-12(TYP.)5' FRONTSETBACKARVARVARVARVARVARVARVTO BECONSTRUCTED INFUTURE PHASE5' REAR SETBACK5' SIDESETBACK5' REAR SETBACKPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEBIORETENTION 1EPARVSTUB OUT FORFUTURE PHASESSIGHT DISTANCEEASEMENTR
O
A
D
1
5
2
'
R
/WROAD 352' R/WROAD 3
53' R/W 20' ACCESSEASEMENT28'CG-9(TYP.)CG-9(TYP.)OPEN SPACE35518 SFPROPOSEDBOUNDARYLINE (TYP.)SPEEDLIMIT SIGNSTOPSIGNSPEEDLIMIT SIGNSPEED LIMITSIGN(4) REMOVABLEBOLLARDS WITHKNOX BOX414243GVGVGVROADNAME SIGN24+0024+5025+0025+502
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15+5015+59.7810+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5016+66.12SANSANSANSSANSAN3SS12CONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)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\40919-Southwood_Redev\DWG\Sheet\CD\C4.0 - SITE PLAN.dwg | Plotted on 10/30/2019 3:56 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19LAYOUT & UTILITIES PLANC4.31"=30'0SCALE 1"=30'60'30'NAD 83KEY PLANINSETMATCH LINE - SEE INSETMATCH LINE
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470
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491492493494496497498499
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481470475480490486487488489485483484486OUTLET PROTECTIONOP4, SEE SHEET C3.220' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'10'0SCALE 1"=30'60'30'NAD 83JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C4.1 - GRADING AND DRAINAGE.dwg | Plotted on 10/30/2019 3:56 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19GRADING & DRAINAGE PLANC4.41"=30'KEY PLANMATCH LINE - SEE INSET
XXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP454.7456.9453.2451.5414.1414.7416.4415.1450.2465.5463.8463.4452.9446.8W.P.O. BUFFER
26"W.OAK18"MAPLE 15"SYCAMORESTREAM
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4504
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445ASSUMED 35.00'PRESCRIPTIVEEASEMENTSTREAM BUFFERWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSANSANSANSANSANSANSANSANSANSANSSANSANSANS SSAN
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450451452453454445440 440
445450
455
46
0154A
163157155119129121117133131303305123125137141139311309115113111201161159127153313307151149147107105103135109153A4614624604604554554504454
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5450449450
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5440440436437438439435435430425425430415420418419416417425421422423424450
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0450
4504544
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445
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0 425426427428429430431432433434435437438 4364304254
2
5
42
6
4
2
6
425
425
4
2
2
426
424420421
444
443
442441440439438437436435434
445
450
442 440 436437438439441 433432433 433434441442443445446447448449451452453454456457458459450445451452
446
447
448
4
4
9433434 444OUTLET PROTECTIONOP2, SEE SHEET C3.2OUTLET PROTECTIONOP3, SEE SHEET C3.220' PUBLIC DRAINAGEEASEMENT, TYP.10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLICDRAINAGEEASEMENT,TYP.10'4" CLEANOUT (TYP.)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\40919-Southwood_Redev\DWG\Sheet\CD\C4.1 - GRADING AND DRAINAGE.dwg | Plotted on 10/30/2019 3:57 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19GRADING & DRAINAGE PLANC4.51"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
UGPUGPUGPUGPSANSANSANSANSAN398.5409.2411.1440.8453.2451.5452.9446.8463.5436.7W.P.O. BUFFER100 YR. FLOODPLAINSTREAM
4304204104
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460450450440420
420445
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455STREAM BUFFERPARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328WWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS S
SANSANSANSANSANSIGHT DISTANCEEASEMENT20' ACCESSEASEMENTGABION BASKETFOREBAY WALL(SEE SHEET C6.0)4" CLEANOUT (TYP.)4" PERFORATED SCH. 40PVC UNDERDRAIN (TYP.)D3303323343281421441381401361281241221181161141123083103123063023043183203243223263001101021001061263144
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5435
435440440445450
455
460455450445 440
445450455
4504554
6
0 4514524534544564574584
5
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461
4
6
2
445440 440
450
455
451
452
453
454
456
457 119121117331329327325319317303301321305123125137141143139311309315115113101A1111273133073231051033331351094404364374384394
3
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420
425430415415414415414420416416413414
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8
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1
94164
1
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4
2
1
4
2
2
4
2
3
4
2
4
4
4
5445 442443444430435440420425430435
440445435450440440445455
456
457
458 4464474484
4
9
450455460455458458 4504
4
5
4
5
0450
450452
444
443
442441440439438437436435
434
445
450
445
44
2443444
4
4
0
43
6
43
7
43
8
43
9
4
4
1
433
432
433433434441450451452
446
447
448
4
4
94354334344374384364394464474484
5
0 4494
5
1
4
5
2
45
3
45
4
460
459
461
462
44
1 OUTLET PROTECTIONOP1, SEE SHEET C3.2OUTLET PROTECTIONOP5, SEE SHEET C3.210' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'10'411411412412JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C4.1 - GRADING AND DRAINAGE.dwg | Plotted on 10/30/2019 3:57 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19GRADING & DRAINAGE PLANC4.61"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
UGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP(EX.P
R
I
V
A
T
E
R
O
A
D
)OLD LYNCHBURG ROAD26"OAK 26"BEECHHICK
O
R
Y
S
T
R
E
E
T 110.02'R/WPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063WWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSAN13'10'6'5'5'6'13'11'5'8'6'5'8'R233'R233'R267'R517'R604'20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'10'10+00
10+50
11+00
11+5
0
12+0
0
12+5
0
13+0
0
13+4
6
.
2
010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+501D = 14°02'30"R = 604.00T = 74.39L = 148.03C = 147.66PC = 10+09.12PI = 10+83.51PT = 11+57.15HICKORY STREET CLCURVES41°
1
6
'
4
6
"
E
189.
0
5
'
S55°19'16"E
9.12'2D = 21°28'45"R = 267.00T = 50.64L = 100.09C = 99.51PC = 10+99.50PI = 11+50.14PT = 11+99.60ROAD 1 CLCURVE3D = 17°56'09"R = 233.00T = 36.77L = 72.94C = 72.64PC = 12+08.96PI = 12+45.73PT = 12+81.89ROAD 1 CLCURVE4D = 15°41'42"R = 233.00T = 32.11L = 63.83C = 63.63PC = 15+15.79PI = 15+47.90PT = 15+79.61ROAD 1 CLCURVES34°52'03"W99.50'S13°23'17"W9.36'S31°19'26"W233.89'S47°01'08"W141.32'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\40919-Southwood_Redev\DWG\Sheet\CD\C5.0 - ROAD PLAN.dwg | Plotted on 10/30/2019 3:57 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PLANC5.01"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
XXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW.P.O. BUFFER
WHARTON DRIVEPLINY ROAD26"W.OAK18"MAPLE 15"SYCAMORESTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTSTREAM BUFFERWWWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANR25'R25'R25'5'5'6'28'6'5'5'6'5'6'5'6'6'5'5'6'6'5'6'6'5'6'5'8'10'13'12'10'6'12'10'6'R397'R403'R597'R277'R218'4.5'10'10'4.5'4.5'10'10'4.5'R15'R15'14'20' ACCESSEASEMENT28'20' PUBLIC DRAINAGEEASEMENT, TYP.10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLICDRAINAGEEASEMENT,TYP.10'17+5018+0018+5019+0019+502
0
+
0
0
2
0
+
5
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+
5
023+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+10.235D = 57°25'46"R = 277.00T = 151.75L = 277.65C = 266.17PC = 17+20.93PI = 18+72.67PT = 19+98.57ROAD 1 CLCURVE6D = 20°31'58"R = 597.00T = 108.13L = 213.94C = 212.80PC = 22+37.25PI = 23+45.38PT = 24+51.19ROAD 1 CLCURVE7D = 28°57'16"R = 403.00T = 104.05L = 203.66C = 201.50PC = 24+51.19PI = 25+55.24PT = 26+54.85ROAD 1 CLCURVE8D = 22°25'28"R = 397.00T = 78.70L = 155.38C = 154.39PC = 26+54.85PI = 27+33.54PT = 28+10.23ROAD 1 CLCURVES
1
0
°
2
4
'
3
8
"
E
2
3
8
.
6
7
'10+0010+5011+0011+5012+0012+5013+00 S79°28'50"E54.99'S57°54'10"E
307.11'9D = 21°34'40"R = 218.00T = 41.54L = 82.10C = 81.62PC = 10+54.99PI = 10+96.54PT = 11+37.09ROAD 2 CLCURVE10+0010+50JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C5.0 - ROAD PLAN.dwg | Plotted on 10/30/2019 3:58 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PLANC5.11"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
UGPUGPUGPUGPSANSANSANSANSANW.P.O. BUFFER100 YR. FLOODPLAINSTREAMPRESERVEDCRITICAL SLOPES(TYPICAL)STREAM BUFFERPARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328WWWWWWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANR25'R25'R25'R25'R25'R25'R25'5'5'5'5'5'5'6'5'6'5'6'6'5'5'6'6'5'6'6'5'6'5'6'5'5'6'6'5'12'10'6'12'10'6'R397'R403'R198'R196.5'R218'12'10'6'28'6'10'12'28'4.5'10'10'4.5'4.5'10'10'4.5'R2'R2'R4'R15'R15'14'SIGHT DISTANCEEASEMENT20' ACCESSEASEMENT28'10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'10'24+0024+5025+0025+502
6
+
0
0
2
6
+
5
0
2
7
+
0
0
27+
5028+0028+10.237D = 28°57'16"R = 403.00T = 104.05L = 203.66C = 201.50PC = 24+51.19PI = 25+55.24PT = 26+54.85ROAD 1 CLCURVE8D = 22°25'28"R = 397.00T = 78.70L = 155.38C = 154.39PC = 26+54.85PI = 27+33.54PT = 28+10.23ROAD 1 CLCURVE10+0010+5011+0011+5012+0012+5013+0013+5014+0014+50
15+00
15+5015+59.78S79°28'50"E54.99'S57°54'10"E
307.11'S82°44'43"E30.38'9D = 21°34'40"R = 218.00T = 41.54L = 82.10C = 81.62PC = 10+54.99PI = 10+96.54PT = 11+37.09ROAD 2 CLCURVE10D = 24°50'33"R = 196.50T = 43.28L = 85.20C = 84.53PC = 14+44.20PI = 14+87.48PT = 15+29.40ROAD 2 CLCURVE10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5016+66.12S88°48'14"E277.38'N7°15'17"E98.66
'11D = 83°56'29"R = 198.00T = 178.10L = 290.08C = 264.83PC = 12+77.38PI = 14+55.48PT = 15+67.46ROAD 3 CLCURVEJOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C5.0 - ROAD PLAN.dwg | Plotted on 10/30/2019 3:58 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PLANC5.21"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
WWWWWWWWUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWW496.9500.7510.4498.9OLD LYNCHBURG ROAD460
510
500488489489
485490490491492493494 48948748848448648748848948548348448610+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+08.60SIGHT DISTANCE LEFT - 500'SIGHT DISTANCE RIGHT - 615'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE4504554604654704754804854904955005055104504554604654704754804854904955005055109+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00HEIGHT OFEYE = 3.5'PROPOSEDGRADEEXISTINGGRADESDL - 500'HEIGHT OFOBJECT = 3.5'HEIGHT OFOBJECT = 3.5'SDR - 615'SIGHT DISTANCE PROFILESC5.3AS SHOWNPROFILE SCALE00505JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C5.3 - SD PROFILES.dwg | Plotted on 10/30/2019 3:59 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19NAD 830SCALE 1"=40'80'40'
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10'10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50SIGHT DISTANCE LEFT - 280'SIGHT DISTANCE RIGHT - 280'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 1 TO HICKORY STREE SIGHT DISTANCE PROFILE465470475480485490495500505510465470475480485490495500505510HEIGHT OFEYE = 3.5'PROPOSEDGRADEEXISTINGGRADESDL - 280'9+5010+0011+0012+0013+0014+0015+0016+00HEIGHT OFOBJECT = 3.5'HEIGHT OFOBJECT = 3.5'SDR - 280'SIGHT DISTANCE PROFILESC5.4AS SHOWNPROFILE SCALE00505JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C5.3 - SD PROFILES.dwg | Plotted on 10/30/2019 3:59 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19NAD 830SCALE 1"=30'60'30'
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 3 TO ROAD 1 SIGHT DISTANCE PROFILE415420425430435440445450455460415420425430435440445450455460ROAD 2 TO ROAD 3 SIGHT DISTANCE PROFILE9+5010+0011+0012+0013+0014+00EXISTINGGRADEHEIGHT OFOBJECT = 3.5'HEIGHT OFEYE = 3.5'PROPOSEDGRADEHEIGHT OFOBJECT = 3.5'SDL - 44'TO END OF ROAD 1SDR - 280'WWWWWWWWWWWWSSSSSANSANSANSANSANS SSANSAN
UGTUGTUGTUGTUGTUGPUGPOHP454.7453.2451.5452.9446.8440 450450440435 DDD435430440445450445440 440445
45
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0 445440445440440436437438439435435430425423424450445450450
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448449451452450445451452 446447448449 44410+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50SIGHT DISTANCE LEFT - 280'SIGHT DISTANCE RIGHT - 280'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 2 TO ROAD 1 SIGHT DISTANCE PROFILE4204254304354404454504554604654204254304354404454504554604659+5010+0011+0012+0013+0014+0015+0016+00HEIGHT OFEYE = 3.5'HEIGHT OFOBJECT = 3.5'HEIGHT OFOBJECT = 3.5'EXISTINGGRADEPROPOSEDGRADESDL - 280'SDR - 280'WWWWWWWWWWWWWWSSSSSSSANSANSANSANSANSANSANSANSANSSANSAN OHPOHPOHPOHP453.2451.5414.1452.9446.8436.7430420440450450420435
ASSUMED 35.00' PRESCRIPTIVE EASEMENTDDDD4304354354304354404404
4
0
445450445440
4
4
0
4454454404404364374384394354354304254
2
0
425
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4154154144154144204164164134
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418419416417425421422423424442443430
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44410+0010+5011+0011+5012+0012+5013+00SIGHT DISTANCE LEFT - 44'SIGHT DISTANCE RIGHT - 280'SIGHT DISTANCE PROFILESC5.5AS SHOWNPROFILE SCALE00505JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C5.3 - SD PROFILES.dwg | Plotted on 10/30/2019 3:59 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19PROFILE SCALE00505NAD 830SCALE 1"=40'80'40'NAD 830SCALE 1"=40'80'40'
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 2 TO ROAD 3 SIGHT DISTANCE PROFILE4354404454504554604654704754804354404454504554604654704754809+5010+0011+0012+00HEIGHT OFEYE = 3.5'HEIGHT OFOBJECT = 3.5'EXISTINGGRADEPROPOSEDGRADESDL - 140'TO END OF ROAD 3WWWWWWWW WWWWWWWWSSSS SSSSANSANSANSANSAN
S
A
NSANSANSAN SSSANSAN414.1463.5436.7430420 440
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44
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447
448
450
449
451
452
453
454441 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50SIGHT DISTANCE LEFT - 217'SIGHT DISTANCE RIGHT - 280'HORIZ SCALE: 1"=50'VERT SCALE: 1"=5FUTURE ROAD TO ROAD 3 SIGHT DISTANCE4204254304354404454504554604654204254304354404454504554604659+5010+0011+0012+0013+0014+0015+0016+00HEIGHT OFOBJECT = 3.5'HEIGHT OFOBJECT = 3.5'HEIGHT OF EYE = 3.5'EXISTINGGRADEPROPOSEDGRADESDL - 217' TO ROAD 1INTERSECTIONSDR
-
280
'
W
W WWWWW
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2
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430460445455445450
45
5
460
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462
44110+0010+5011+0011+39.57SIGHT DISTANCE LEFT - 140'SIGHT DISTANCE PROFILESC5.6AS SHOWNPROFILE SCALE00505JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C5.3 - SD PROFILES.dwg | Plotted on 10/30/2019 3:59 PM | by Kim Mellon
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19PROFILE SCALE00505NAD 830SCALE 1"=40'80'40'NAD 830SCALE 1"=40'80'40'
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\40919-Southwood_Redev\DWG\Sheet\CD\C6.0 - STORMWATER SUMMARY PLAN.dwg | Plotted on 10/30/2019 4:02 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19PIPE & INLET CALCULATIONSC6.4N/A
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\40919-Southwood_Redev\DWG\Sheet\CD\C6.0 - STORMWATER SUMMARY PLAN.dwg | Plotted on 10/30/2019 4:02 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19PIPE & INLET CALCULATIONSC6.5N/A
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\40919-Southwood_Redev\DWG\Sheet\CD\C6.0 - STORMWATER SUMMARY PLAN.dwg | Plotted on 10/30/2019 4:02 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19CULVERT CALCULATIONSC6.6N/A
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 178 - STR 172465470475480485490465470475480485490HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 186 - STR 1764704754804854904955004704754804854904955009+5010+0011+0012+0013+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 174 - STR 1684554604654704754804854554604654704754804859+5010+0011+0012+0013+0014+00186: DI-3B 6 ft ThroatSTA 10+32.79TOP 490.53INV OUT 485.71 (185)184: DI-3B 6 ft ThroatSTA 10+32.79TOP 490.75INV IN 485.51 (185)INV OUT 485.41 (183)18541.00' OF15" HDPE@ 0.50%183107.45' OF15" HDPE@ 1.00%182: DI-3B 6 ft ThroatSTA 10+32.79TOP 492.17INV IN 484.34 (183)INV OUT 484.24 (181)18137.35' OF15" HDPE@ 1.00%180: DI-3B 6 ft ThroatSTA 10+32.79TOP 491.88INV IN 483.87 (181)INV OUT 483.77 (179)179121.13' OF15" HDPE@ 1.00%176: DI-3B 6 ft ThroatSTA 10+32.79TOP 488.25INV IN 482.56 (179)INV IN 482.56 (177)INV OUT 482.21 (175)
178: DI-3B 6 ft Throat
STA 10+24.52
TOP 488.34
INV OUT 483.61 (177)
176: DI-3B 6 ft Throat
STA 10+32.79
TOP 488.25
INV IN 482.56 (179)
INV IN 482.56 (177)
INV OUT 482.21 (175)17735.00' OF15" HDPE@ 3.00%175178.55' OF15" HDPE@ 4.49%172: DI-2B 6 ft Throat
STA 10+32.79
TOP 479.25
INV IN 474.19 (175)
INV IN 473.65 (173)
INV OUT 473.55 (171)9+5010+0011+0012+0013+0013+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 170 - STR 164445450455460465470475445450455460465470475174: DI-3B 6 ft Throat
STA 10+00.00
TOP 479.25
INV OUT 474.35 (173)17332.79' OF15" HDPE@ 2.12%172: DI-2B 6 ft Throat
STA 10+32.79
TOP 479.25
INV IN 474.19 (175)
INV IN 473.65 (173)
INV OUT 473.55 (171)171206.76' OF15" HDPE@ 5.77%168: DI-2B 6 ft Throat
STA 12+39.56
TOP 468.14
INV IN 461.63 (171)
INV IN 461.63 (169)
INV OUT 461.53 (167)9+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 166 - STR 158435440445450455460465435440445450455460465170: DI-3B 6 ft ThroatSTA 10+00.00TOP 468.83INV OUT 462.33 (169)168: DI-2B 6 ft ThroatSTA 10+32.80TOP 468.14INV IN 461.63 (171)INV IN 461.63 (169)INV OUT 461.53 (167)16932.80' OF15" HDPE@ 2.12%167193.80' OF15" HDPE@ 2.49%164: DI-2B 6 ft ThroatSTA 12+26.59TOP 461.47INV IN 456.70 (167)INV IN 456.70 (165)INV OUT 456.60 (163)9+5010+0011+0012+0013+0014+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 202 - STR 200430435440445450455460430435440445450455460166: DI-3B 6 ft ThroatSTA 10+00.00TOP 462.08
INV OUT 457.22 (165)16532.79' OF15" HDPE@ 1.59%164: DI-2B 6 ft ThroatSTA 10+32.79TOP 461.47INV IN 456.70 (167)INV IN 456.70 (165)INV OUT 456.60 (163)163142.26' OF15" HDPE@ 2.51%162: DI-3B 6 ft Throat
STA 11+75.05
TOP 458.10
INV IN 453.03 (163)
INV OUT 452.93 (161)161128.94' OF15" HDPE@ 3.01%158: DI-2B 6 ft Throat
STA 13+03.99
TOP 454.08
INV IN 449.05 (161)
INV IN 449.16 (159)
INV OUT 449.06 (157)9+5010+0011+0012+00STORMPIPE 161202: ES-1 for 15 inch Pipe
STA 10+02.22
TOP 453.18
INV OUT 451.80 (201)201106.95' OF15" HDPE@ 8.23%200: ES-1 for 15 inch Pipe
STA 11+09.17
TOP 444.38
INV IN 443.00 (201)SANITARYPIPE 14-13SANITARYPIPE 14-13SANITARYPIPE 14-13SANITARYPIPE 12-11STORMPIPE 201SANITARYPIPE 11-103' MIN.PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19STORM PROFILESC7.0AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 160 - STR 1464154204254304354404454504554604154204254304354404454504554609+5010+0011+0012+0013+0014+0015+0016+00160: DI-3B 6 ft ThroatSTA 10+00.00TOP 454.69INV OUT 449.82 (159)15932.79' OF15" HDPE@ 2.00%158: DI-2B 6 ft ThroatSTA 10+32.79TOP 454.08INV IN 449.05 (161)INV IN 449.16 (159)INV OUT 449.06 (157)157208.61' OF18" HDPE@ 3.00%156: DI-2B 6 ft ThroatSTA 12+41.40TOP 448.15INV IN 442.80 (157)INV OUT 442.70 (155)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 144 - STR 1264354404454504554604354404454504554609+5010+0011+0012+0013+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 140 - STR 126425430435440445450455425430435440445450455138: DI-2B 6 ft Throat
STA 12+26.98
TOP 446.06
INV IN 441.42 (141)
INV IN 441.49 (139)
INV OUT 441.32 (137)141196.19' OF15" HDPE@ 3.25%142: DI-2B 6 ft ThroatSTA 10+30.79TOP 453.25INV IN 447.90 (143)INV OUT 447.80 (141)14330.79' OF15" HDPE@ 1.60%144: DI-3B 6 ft Throat
STA 10+00.00
TOP 453.25
INV OUT 448.39 (143)9+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 118 - STR 112420425430435440445420425430435440445HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 136 - STR 116425430435440445450425430435440445450HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 134 - STR 126430435440445450455430435440445450455140: DI-3B 6 ft Throat
STA 10+00.00
TOP 446.06
INV OUT 441.81 (139)13931.79' OF15" HDPE@ 1.00%138: DI-2B 6 ft ThroatSTA 10+31.79TOP 446.06INV IN 441.42 (141)INV IN 441.49 (139)INV OUT 441.32 (137)137107.94' OF15" HDPE@ 3.00%126: DI-3B 6 ft ThroatSTA 11+39.73TOP 442.77INV IN 438.08 (137)INV IN 437.95 (135)INV IN 437.98 (127)INV OUT 437.05 (125)9+5010+0011+0012+00118: DI-3B 6 ft Throat
STA 10+00.00
TOP 438.07
INV OUT 433.07 (117)
112: DI-2B 6 ft Throat
STA 11+51.39
TOP 434.62
INV IN 429.53 (115)
INV IN 429.53 (113)
INV OUT 429.43 (111)115121.60' OF24" HDPE@ 2.26%11729.79' OF15" HDPE@ 2.30%15598.41' OF18" HDPE@ 3.00%154: DI-3B 6 ft ThroatSTA 14+13.47TOP 443.65INV IN 437.44 (153A)INV OUT 437.34 (153)15336.51' OF18" HDPE@ 3.50%152: MH-1STA 14+49.98TOP 442.50INV IN 436.06 (153)INV OUT 433.06 (151)15130.95' OF18" HDPE@ 12.00%150: MH-1
STA 14+80.94
TOP 434.80
INV IN 429.35 (151)
INV OUT 429.25 (149)14931.24' OF18" HDPE@ 8.00%148: MH-1STA 15+12.18TOP 433.95INV IN 426.75 (149)INV OUT 424.75 (147)14720.94' OF18" HDPE@ 3.57%146: ES-1 for 18 inch Pipe
STA 15+33.12
TOP 425.67
INV IN 424.00 (147)9+5010+0011+0012+0013+0014+00134: DI-1
STA 10+00.00
TOP 449.58
INV OUT 444.40 (133)133129.96' OF15" HDPE@ 2.00%132: DI-1STA 11+29.96TOP 448.18INV IN 441.80 (133)INV OUT 441.70 (131)13114.05' OF15" HDPE@ 2.00%130: DI-3B 6 ft ThroatSTA 11+44.01TOP 447.90INV IN 441.42 (131)INV OUT 441.32 (129)129134.41' OF15" HDPE@ 2.00%128: DI-2A
STA 12+78.42
TOP 443.53
INV IN 438.63 (129)
INV OUT 438.53 (127)12731.53' OF18" HDPE@ 1.75%126: DI-3B 6 ft ThroatSTA 13+09.95TOP 442.77INV IN 438.08 (137)INV IN 437.95 (135)INV IN 437.98 (127)INV OUT 437.05 (125)9+5010+0011+0012+0013+00136: 12" Basin - Circular GrateSTA 10+00.00TOP 443.70INV OUT 438.73 (135)13515.62' OF12" HDPE@ 5.00%126: DI-3B 6 ft ThroatSTA 10+15.62TOP 442.77INV IN 438.08 (137)INV IN 437.95 (135)INV IN 437.98 (127)INV OUT 437.05 (125)12531.14' OF24" HDPE@ 1.50%124: DI-2ASTA 10+46.76TOP 442.34INV IN 436.58 (125)INV OUT 436.48 (123)12342.53' OF24" HDPE@ 1.00%122: DI-3B 6 ft ThroatSTA 10+89.29TOP 441.70INV IN 436.05 (123)INV OUT 435.95 (121)12132.00' OF24" HDPE@ 1.00%120: DI-3B 6 ft ThroatSTA 11+21.30TOP 441.76INV IN 435.63 (121)INV OUT 435.53 (119)119139.91' OF24" HDPE@ 2.25%116: DI-2B 6 ft ThroatSTA 12+61.21TOP 437.64INV IN 432.38 (119)INV IN 432.38 (117)INV OUT 432.28 (115)116: DI-2B 6 ft ThroatSTA 10+29.79TOP 437.64INV IN 432.38 (119)INV IN 432.38 (117)INV OUT 432.28 (115)SANITARYPIPE 11-10SANITARYPIPE 41-7SANITARYPIPE 43-42SANITARYPIPE 42-41SANITARYPIPE 6-5153A73.66' OF18" HDPE@ 3.00%154A: DI-2B 6 ft ThroatSTA 13+39.81TOP 445.31INV IN 439.75 (155)INV OUT 439.65 (153A)PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'SANITARYPIPE 7-68" WATERLINE1.5'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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19STORM PROFILESC7.1AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 316 - STR 3104254304354404454254304354404459+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 312 - STR 304415420425430435440445415420425430435440445316: 18" Basin - Circular GrateSTA 10+00.00TOP 443.50INV OUT 438.93 (315)31585.33' OF12" HDPE@ 6.00%314: 18" Basin - Circular Grate
STA 10+85.33
TOP 438.81
INV IN 433.81 (315)
INV OUT 433.71 (313)31385.33' OF12" HDPE@ 3.50%310: DI-1
STA 11+70.67
TOP 435.17
INV IN 430.72 (311)
INV IN 430.72 (313)
INV OUT 430.62 (309)9+5010+0011+0012+0013+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 324 - STR 300410415420425430435440445450410415420425430435440445450312: 18" Basin - Circular Grate
STA 10+00.00
TOP 436.09
INV OUT 431.64 (311)31192.09' OF12" HDPE@ 1.00%310: DI-1
STA 10+92.09
TOP 435.17
INV IN 430.72 (311)
INV IN 430.72 (313)
INV OUT 430.62 (309)30984.49' OF15" HDPE@ 3.00%308: DI-1
STA 11+76.58
TOP 433.72
INV IN 428.09 (309)
INV OUT 427.99 (307)30717.02' OF15" HDPE@ 2.00%306: DI-3C 6 ft ThroatSTA 11+93.60TOP 432.84INV IN 427.65 (307)INV OUT 427.55 (305)30529.88' OF15" HDPE@ 1.60%304: DI-2B 6 ft ThroatSTA 12+23.48TOP 432.46INV IN 425.48 (317)INV IN 427.07 (305)INV OUT 425.38 (303)9+5010+0011+0012+0013+0014+0015+0015+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 334 - STR 320430435440445450455460465430435440445450455460465324: DI-1STA 10+00.00TOP 445.00INV OUT 440.70 (323)32318.26' OF15" HDPE@ 1.00%322: DI-3B 6 ft ThroatSTA 10+18.26TOP 446.45INV IN 440.52 (323)INV OUT 440.52 (321)32133.40' OF15" HDPE@ 3.00%320: DI-3B 6 ft ThroatSTA 10+51.66TOP 446.05INV IN 439.52 (325)INV IN 439.52 (321)INV OUT 439.42 (319)319174.98' OF15" HDPE@ 5.00%318: DI-2B 6 ft ThroatSTA 12+26.64TOP 437.00INV IN 430.67 (319)INV OUT 430.67 (317)317103.72' OF15" HDPE@ 5.00%304: DI-2B 6 ft Throat
STA 13+30.36
TOP 432.46
INV IN 425.48 (317)
INV IN 427.07 (305)
INV OUT 425.38 (303)30359.58' OF15" HDPE@ 10.30%302: DI-3B 6 ft Throat
STA 13+89.94
TOP 432.53
INV IN 419.24 (303)
INV OUT 417.28 (301)30196.49' OF15" HDPE@ 3.40%300: ES-1 for 15 inch Pipe
STA 14+86.43
TOP 415.38
INV IN 414.00 (301)9+5010+0011+0012+0013+0014+0014+50334: DI-3B 6 ft ThroatSTA 10+00.00TOP 457.92INV OUT 453.49 (333)33349.29' OF15" HDPE@ 1.00%332: DI-3B 6 ft ThroatSTA 10+49.29TOP 459.11INV IN 453.00 (333)INV OUT 452.99 (331)33140.65' OF15" HDPE@ 3.00%330: DI-3B 6 ft Throat
STA 10+89.94
TOP 458.13
INV IN 451.77 (331)
INV OUT 451.67 (329)32981.38' OF15" HDPE@ 4.00%328: DI-3B 6 ft Throat
STA 11+71.32
TOP 454.55
INV IN 448.41 (329)
INV OUT 448.31 (327)32782.04' OF15" HDPE@ 4.50%326: DI-3B 6 ft Throat
STA 12+53.37
TOP 450.72
INV IN 444.62 (327)
INV OUT 444.52 (325)32599.98' OF15" HDPE@ 5.00%320: DI-3B 6 ft Throat
STA 13+53.35
TOP 446.05
INV IN 439.52 (325)
INV IN 439.52 (321)
INV OUT 439.42 (319)SANITARYPIPE 31-4SANITARYPIPE 32-31SANITARYPIPE 4-3SANITARYPIPE 35-34PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE8" WATERLINE1.5'8" WATERLINE1.5'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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19STORM PROFILESC7.2AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 112 - STR 1003954004054104154204254304354403954004054104154204254304354409+5010+0011+0012+0013+0014+0014+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 108 - STR 104405410415420425430405410415420425430114: DI-3B 6 ft ThroatSTA 10+00.00TOP 435.04INV OUT 430.13 (113)11329.71' OF15" HDPE@ 2.00%112: DI-2B 6 ft ThroatSTA 10+29.71TOP 434.62INV IN 429.53 (115)INV IN 429.53 (113)INV OUT 429.43 (111)11186.58' OF24" HDPE@ 5.04%104: 30" Basin - Solid TopSTA 11+96.42TOP 423.00
INV IN 413.45 (109)
INV IN 412.56 (105A)
INV OUT 411.93 (103)10331.37' OF24" HDPE@ 5.50%102: 36" Basin - Dome GrateSTA 12+27.79TOP 415.00INV IN 410.20 (103)INV OUT 410.10 (101A)101A81.27' OF30" HDPE@ 1.00%100: EW-1 for 27" or 30" PipeSTA 13+46.13TOP 412.60INV IN 409.00 (101)110: MH-1STA 11+16.29TOP 432.91INV IN 425.07 (111)INV OUT 423.07 (109)10980.13' OF24" HDPE@ 12.00%SANITARYPIPE 5-49+5010+0011+0012+0013+0014+0015+00107196.37' OF24" HDPE@ 1.50%105166.60' OF24" HDPE@ 2.00%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 210 - STR 204470475480485490470475480485490210: ES-1 for 24 inch PipeSTA 10+02.52TOP 485.72INV OUT 483.47 (209)20915.13' OF24" RCP@ 1.00%208: DI-3C 6 ft ThroatSTA 10+17.66TOP 488.14INV IN 483.32 (209)INV OUT 483.22 (207)20745.04' OF24" RCPCLASS B@ 1.00%206: DI-3B 6 ft ThroatSTA 10+62.70TOP 487.37INV IN 482.77 (207)INV OUT 482.67 (205)20516.51' OF24" HDPE@ 1.00%204: ES-1 for 24 inch PipeSTA 10+79.21TOP 484.67INV IN 482.50 (205)PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'8" WATERLINE1.5'STREAM BED108: 48" Basic Manhole
STA 10+00.00
TOP 425.00
INV OUT 421.00 (107)106: 30" Basin - Solid CoverSTA 11+96.37TOP 424.35INV IN 418.05 (107)INV OUT 417.95 (105)104: 30" Basin - Solid TopSTA 14+12.03TOP 423.00INV IN 413.45 (109)INV IN 412.56 (105A)INV OUT 411.93 (103)10137.07' OF30" HDPE@ 0.50%100A: 36" Basin - Dome GrateSTA 13+09.06TOP 415.00INV IN 409.29 (101A)INV OUT 409.19 (101)106A: 30" Basin - Circular GrateSTA 13+62.97TOP 424.98INV IN 414.62 (105)INV OUT 414.52 (105A)105A49.06' OF24" HDPE@ 4.00%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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19STORM PROFILESC7.3AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 16 - STR 742042543043544044545045546046547047548048549049542042543043544044545045546046547047548048549049510-9122.89' OF8" SDR-26 PVC@ 2.50%12-1120.72' OF8" SDR-26 PVC@ 1.00%13-12135.95' OF8" SDR-26 PVC@ 1.50%14-13157.28' OF8" SDR-26 PVC@ 1.50%15-14164.64' OF8" SDR-26 PVC@ 2.25%16-15282.62' OF8" SDR-26 PVC@ 5.75%17-16161.43' OF8" SDR-26 PVC@ 4.25%18-1782.34' OF8" SDR-26 PVC@ 2.50%8" WATERLINEPROPOSEDGRADEEXISTINGGRADE18MANHOLESTA 10+00.00TOP 491.77INV OUT 486.09 (18-17)17MANHOLESTA 10+82.34TOP 491.35INV IN 484.03 (18-17)INV OUT 482.73 (17-16)16MANHOLESTA 12+43.78TOP 482.16INV IN 475.87 (17-16)INV OUT 475.16 (16-15)15MANHOLESTA 15+26.40TOP 468.02INV IN 458.91 (16-15)INV OUT 458.71 (15-14)14MANHOLESTA 16+91.04TOP 462.31INV IN 455.01 (15-14)INV OUT 454.81 (14-13)13MANHOLESTA 18+48.32TOP 457.86INV IN 452.45 (14-13)INV OUT 447.35 (13-12)12MANHOLESTA 19+84.28TOP 454.05INV IN 445.31 (13-12)INV OUT 445.11 (12-11)9MANHOLESTA 23+93.12TOP 442.60INV IN 432.64 (41-7)INV IN 436.13 (10-9)INV OUT 432.44 (9-8)11MANHOLESTA 20+05.00TOP 453.78INV IN 444.90 (12-11)INV OUT 444.70 (11-10)11-10265.23' OF8" SDR-26 PVC@ 2.00%9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0024+508" WATERLINESTORMPIPE 177STORMPIPE 173STORMPIPE 169STORMPIPE 165STORMPIPE 201STORMPIPE 15910MANHOLESTA 22+70.23TOP 446.15INV IN 439.40 (11-10)INV OUT 439.20 (10-9)1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.EXTERNAL DROPCONNECTIONEXTERNAL 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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19UTILITY PROFILESC7.4AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 7 - EX 13903954004054104154204254304354404453903954004054104154204254304354404454-356.73' OF8" SDR-26 PVC@ 1.00%3-2174.87' OF8" SDR-26 PVC@ 5.25%5-4281.91' OF8" SDR-26 PVC@ 1.00%6-5102.84' OF8" SDR-26 PVC@ 1.50%9-8133.68' OF8" SDR-26 PVC@ 1.50%8-7100.29' OF8" SDR-26 PVC@ 1.00%7-6126.32' OF8" SDR-26 PVC@ 2.25%EXISTINGGRADEPROPOSEDGRADE8" WATERLINE9MANHOLESTA 10+00.00TOP 442.60INV IN 432.64 (41-7)INV IN 436.13 (10-9)INV OUT 432.44 (9-8)8MANHOLESTA 11+33.68TOP 438.87INV IN 430.43 (9-8)INV OUT 430.23 (8-7)7MANHOLESTA 12+33.97TOP 436.28INV IN 429.23 (8-7)INV OUT 429.03 (7-6)6MANHOLESTA 13+60.29TOP 433.17INV IN 424.13 (31-4)INV IN 426.19 (7-6)INV OUT 420.05 (6-5)5MANHOLESTA 14+63.14TOP 425.31INV IN 418.51 (6-5)INV OUT 418.31 (5-4)4MANHOLESTA 17+45.05TOP 421.06INV IN 412.99 (21-4, FUTURE)INV IN 415.49 (5-4)INV OUT 412.79 (4-3)3MANHOLESTA 18+01.77TOP 419.14INV IN 412.22 (4-3)INV OUT 412.02 (3-2)9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50STORMPIPE 121STORMPIPE 117STORMPIPE 113STORMPIPE 3032MANHOLESTA 19+76.64TOP 408.51INV IN 402.84 (3-2)INV OUT 402.64 (2-1)2-147.42' OF8" SDR-26 PVC@ 7.00%1DOGHOUSE MANHOLESTA 20+24.06TOP 405.04INV IN 399.32 (2-1)INV IN 398.70 (EX-1A)INV OUT 398.70 (EX-1B)1.5'MIN.1.5'MIN.EXTERNAL DROPCONNECTIONEXTERNAL 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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19UTILITY PROFILESC7.5AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 35 - STR 441041542042543043544044545045546046541041542042543043544044545045546046531-4186.48' OF8" SDR-26 PVC@ 3.50%32-31138.40' OF8" SDR-26 PVC@ 3.50%33-3281.59' OF8" SDR-26 PVC@ 5.00%34-3398.36' OF8" SDR-26 PVC@ 4.50%35-3473.32' OF8" SDR-26 PVC@ 1.50%PROPOSEDGRADEEXISTINGGRADE8" WATERLINE35MANHOLESTA 10+00.00TOP 459.36INV OUT 450.85 (35-34)34MANHOLESTA 10+73.32TOP 456.00INV IN 449.75 (35-34)INV OUT 449.55 (34-33)33MANHOLESTA 11+71.68TOP 450.91INV IN 445.12 (34-33)INV OUT 444.92 (33-32)32MANHOLESTA 12+53.27TOP 445.66INV IN 440.84 (33-32)INV OUT 438.50 (32-31)31MANHOLESTA 13+91.67TOP 439.61INV IN 433.66 (32-31)INV OUT 430.66 (31-4)6MANHOLESTA 15+78.15TOP 433.17INV IN 424.13 (31-4)INV IN 426.19 (7-6)INV OUT 420.05 (6-5)9+5010+0011+0012+0013+0014+0015+0016+0016+50STORMPIPE 331STORMPIPE 321STORMPIPE 3051.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.EXTERNAL DROPCONNECTIONEXTERNAL DROPCONNECTIONEXTERNAL 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\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 10/30/2019 4:11 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19UTILITY PROFILESC7.6AS SHOWNPROFILE SCALE00505
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WWWWWW W WSSSAN 488491490489489490485
490490495491492493494496497498499490490489491492493487 488 484492492
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12+00 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5HICKORY STREET475480485490495475480485490495ROAD 1 INTERSECTIONSTA 13+46.20PROPOSEDGRADEEXISTINGGRADE9+5010+00488.0
491.3
11+00494.1
494.8
12+00494.4
493.1
13+00493.3
14+0014+50488.00
491.35
494.13
494.83
494.37
493.07
493.27 1.31%PVI STA = 10+00.00
PVI ELEV = 488.00
PVI STA = 13+46.20
PVI ELEV = 492.54STORMPIPE 1853.5'MIN.1.5'8"X6" TEE; FHA
STA 12+50
8"X8" TEE8" CLASS 52 DIPWATER LINESTORMPIPE 2071.5'ARV
STA 11+32.25
0SCALE 1"=40'80'40'NAD
8
3
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\40919-Southwood_Redev\DWG\Sheet\CD\C8.0 - ROAD PROFILES.dwg | Plotted on 10/30/2019 4:12 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PROFILESC8.0AS SHOWNPROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 1 BEGINNING - STA 19+504454504554604654704754804854904954454504554604654704754804854904959+5010+00492.5490.011+00487.2478.6
12+00475.7
475.1
13+00474.0
472.8
14+00472.2
470.5
15+00471.9
472.0
16+00470.3
467.4
17+00464.9
462.2
18+00459.6
454.6
19+00450.2
19+50451.7
492.54490.04487.21478.59
475.70
475.11
474.04
472.79
472.16
470.45
471.91
472.03
470.26
467.44
464.94
462.22
459.56
454.63
450.16
451.67 90' VCK = 30.02A.D. = -3.00%PVI ELEV = 490.34PVI STA = 11+10HIGH PT STA = 10+64.99HIGH POINT ELEV = 491.24STOPPING SIGHT DISTANCE = 267BVCS = 10+64.99BVCE = 491.24EVCS = 11+55.01EVCE = 488.09
148' VCK = 70.00A.D. = 2.11%PVI ELEV = 466.10PVI STA = 15+95LOW POINT STA = 16+68.93LOW POINT ELEV = 463.97BVCS = 15+21.07
BVCE = 469.80
EVCS = 16+68.93
EVCE = 463.97 -2.00%-5.00%3.5'MIN.1.5'1.5'STORMPIPE 177STORMPIPE 1731.5'STORMPIPE 1691.5'STORMPIPE 1654.5'STORMPIPE 2018" CLASS 52 DIPWATER LINEPROPOSEDGRADEEXISTINGGRADEHICKORY STREET INTERSECTIONSTA 10+00.00
ARV
STA 12+03.64
ARV
STA 13+74.54
ARV
STA 15+96.35
ARV
STA 17+84.53
ARVSTA 10+05.00
CD-1CD-1XX XXXXXUGT UGT UGT UGT
UGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGP
450.2
472.6
472.5
478.2
477.2
488.8 476.4
PLINY ROAD BITTERNUT LANE26"OAK 26"BEECH450440EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3
445WW
WWWWWWWWWWWWWWWWSS SSSSSSANSANSANSANSANSANSANS
SANSAN
491
455450
455
46
0
4
6
5
470
475
480485490492492 491491492485490488489485483484486487490485480475465470475480471472473474476477478479481482470
468
469
465
464
466
467
461462463
460460455455450445455
4
5
5
4
5
9
4
5
5
450450
4
4
5
4
4
0
435437438
43648144744844945145245345445645745845947047548049012+50 13+00 13+46.2010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+502
0
+
0
0
2
0
+
5
0
2
1
+
0
0
2
1
+
5
0
2
2
+
0
0
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\40919-Southwood_Redev\DWG\Sheet\CD\C8.0 - ROAD PROFILES.dwg | Plotted on 10/30/2019 4:12 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PROFILESC8.1AS SHOWN0SCALE 1"=40'80'40'NAD 83PROFILE SCALE00505
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 1 STA 19+50 - END42042543043544044545045546042042543043544044545045546019+00450.2451.720+00455.0456.821+00455.4452.222+00443.5
436.0
23+00437.1
440.3
24+00441.6
442.0
25+00441.9
440.5
26+00438.3
436.0
27+00432.3
427.2
28+00423.1
29+00450.16451.67455.04456.80455.43452.17
443.49
435.99
437.07
440.30
441.57
442.00
441.87
440.51
438.33
436.01
432.33
427.16
423.07 -2.89%-2.50%150' VCK = 390.00A.D. = 0.38%PVI ELEV = 440.13PVI STA = 24+95LOW POINT STA = 25+69.95LOW POINT ELEV = 438.26BVCS = 24+20.05
BVCE = 442.30
EVCS = 25+69.95
EVCE = 438.268" CLASS 52 DIPWATER LINE1.5'STORMPIPE 1591.5'STORMPIPE 1211.5'STORMPIPE 1171.5'STORMPIPE 113STORMPIPE 303SANITARYPIPE 10-93.5'MIN.STUB OUT FORFUTURE PHASESPROPOSEDGRADEEXISTINGGRADEROAD 2 INTERSECTION
STA 23+91.34
8"X8" TEE
STA 23+85.32
22.5° HORIZ. BENDSTA 19+95.7822.5° HORIZ. BENDSTA 20+25.66
8"X8" TEE
STA 27+80.89
ROAD 3 INTERSECTION
STA 27+74.93
ARV
STA 24+80.47
ARV
STA 26+20.77
ARVSTA 20+37.63
ARV
STA 27+43.16
GV
STA 27+85.89
GV
STA 27+85.89CD-1CD-1CD-1CD-1XUGT UGT UGT UGTUGT UGTUGPUGPUGP
SAN
SAN
SAN
398.5
440.8
454.7453.2451.5 452.9 446.8
436.7
STREAM
430
420440
PRESERVEDCRITICAL SLOPES(TYPICAL)450 450440
440420420435W W W W
W W W W
W
WWWWWWWWWWSSS
SSS
SS
SSANSANSANSANSANSANSANSANSANSANSAN
SANSANSAN SSSANSANDDD
D430435435430 43544044044
0445 450450451445440440445450455450449450445440445440440
4364374384394354354304254
2
0
425
430415
4154144154144204164164
1
4 418419416417425421422423424442443430
435
440
420
425450445450450450454453452445435430428429430433434435437438436430425425420421444443442441
440
439
438
437
436
4
3
5
434
4
4
5 450
4424434
4
4440436437438439441
4
3
3
43
2 433433434441442443445446447448449451452450445451452446447448 449435433434437438436439 44144410+00 10+50 11+00 11+50 12+00 12+50
10+00 10+50 11+00 11+50 12+00 12+50 13+
0
021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+10.23JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C8.0 - ROAD PROFILES.dwg | Plotted on 10/30/2019 4:12 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PROFILESC8.2AS SHOWNPROFILE SCALE005050SCALE 1"=40'80'40'NAD 83
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 24354404454504554604654354404454504554604659+5010+00441.7447.6
11+00452.0
450.2
12+00445.4
444.0
13+00447.4
451.5
14+00452.8
455.4
15+00458.1
458.3
16+0016+50441.71
447.56
451.97
450.24
445.35
443.96
447.42
451.48
452.76
455.42
458.14
458.31 10' VCK = 2.00A.D. = 5.00%PVI ELEV = 442.48PVI STA = 10+30LOW POINT STA = 10+29.00LOW POINT ELEV = 442.54BVCS = 10+25.00BVCE = 442.58EVCS = 10+35.00EVCE = 442.6326' VCK = 30.00A.D. = 0.85%PVI ELEV = 446.08PVI STA = 11+50LOW POINT STA = 11+37.21LOW POINT ELEV = 445.69BVCS = 11+37.21BVCE = 445.69EVCS = 11+62.79EVCE = 446.5776' VCK = 13.00A.D. = -5.85%PVI ELEV = 458.52PVI STA = 14+73HIGH PT STA = 14+85.04HIGH POINT ELEV = 458.02STOPPING SIGHT DISTANCE = 152BVCS = 14+34.96
BVCE = 457.06
EVCS = 15+11.04
EVCE = 457.76-2.00%3.00%-2.00%3.85%
PVI STA = 10+00.00PVI ELEV = 443.08
PVI STA = 15+59.78
PVI ELEV = 456.798" CLASS 52 DIPWATER LINEPROPOSEDGRADEEXISTINGGRADEROAD 1 INTERSECTIONSTA 10+00.00
ROAD 3 INTERSECTION
STA 15+59.781.5'1.5'SANITARYPIPE 35-341.5'STORMPIPE 125STORMPIPE 139STORMPIPE 143ARV
STA 11+17.94
ARV
STA 13+98.70
ARV
STA 14+77.433.5'MIN.GVSTA 10+05.00
GV
STA 15+54.78CD-1CD-1CD-1UGTUGTUGTUGT
UGTUGTUGTUGTUGTUGP
UGPUGPUGPUGPSA
N
SA
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6
2
.
9
4
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454.7
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6445435 455
WW
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S SSS SSSSANSAN
SAN SSANSANSSSSANSANSANSANDDD430440 455
445
450455460455
450
44
5 445450455450
455460451
452
453
454
4564574584594614624454
4
0440
450455451452453454456457445 450455455455459455450 449450445440445440440 43544545
0
44
0
440
445 455456457458446447
448
449450
455
460
45
5
4
5
8
45845
0 445450450450454453452445435430425426427428429430431432433434435437438436430425425426426425425422426424421
4444434424414404
3
9
4
3
8
445450445442443444440436437438439441441 442 443 445 446 447 448 449 451 452 453 454450445
4
5
1 452446447448449447448450449451452453454460459461462444
1
3+
0
0
1
3
+
5
0
14+
0
0
14+50 15+00
15+50 16+0016+5016+66.1210+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5015+59.7820+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\C8.0 - ROAD PROFILES.dwg | Plotted on 10/30/2019 4:13 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PROFILESC8.3AS SHOWNPROFILE SCALE005050SCALE 1"=40'80'40'NAD
8
3
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 34204254304354404454504554604654204254304354404454504554604659+5010+00424.7428.0
11+00433.1
436.3
12+00432.2
430.8
13+00436.2
442.2
14+00448.8
452.5
15+00455.4
458.2
16+00460.7
461.8
17+0017+5048' VCK = 50.00A.D. = 0.96%PVI ELEV = 435.04PVI STA = 11+00LOW POINT STA = 10+76.10LOW POINT ELEV = 434.08BVCS = 10+76.10BVCE = 434.08EVCS = 11+23.90EVCE = 436.2230' VCK = 5.00A.D. = 6.00%PVI ELEV = 432.44PVI STA = 10+35LOW POINT STA = 10+30.00LOW POINT ELEV = 432.64BVCS = 10+20.00BVCE = 432.74EVCS = 10+50.00EVCE = 433.04100' VCK = 105.00A.D. = -0.96%PVI ELEV = 457.44PVI STA = 15+52HIGH PT STA = 16+02.18HIGH POINT ELEV = 459.44STOPPING SIGHT DISTANCE = 745BVCS = 15+01.82BVCE = 454.95EVCS = 16+02.18EVCE = 459.444.00%4.96%-2.00%4.00%433.14433.04
435.09
437.51
439.99
442.47
444.95
447.42
449.90
452.38
454.86
457.23
459.36
461.36 EXISTINGGRADEPROPOSEDGRADE8" CLASS 52 DIPWATER LINEROAD 1 INTERSECTIONSTA 10+00.00PVI STA = 10+00.00PVI ELEV = 433.14
PVI STA = 16+66.12
PVI ELEV = 462.00
ROAD 1 INTERSECTIONSTA 13+46.20ROAD 2 INTERSECTION
STA 15+42.301.5'1.5'1.5'8"X8" TEESTA 10+00.00
8"X8" TEE
STA 10+00.00STORMPIPE 305STORMPIPE 321STORMPIPE 331STUB OUT FORFUTURE PHASESARV
STA 12+87.01
ARV
STA 15+36.323.5'MIN.GV
STA 12+14.95
8"X8" TEE
STA 12+05.95
GV
STA 15+43.82
8"X8" TEE
STA 15+48.82
GV
STA 15+53.82
GVSTA 10+05.00
CD-1UGPOHP OHP OHP OHP OHP OHP OHP417.1415.2414.1414.7463.5395.2W.P.O. BUFFER
STRE
A
M
4
3
0
440
460
420
445435ASSUMED 35.00' PRESCRIPTIVE EASEMENTWWWWWWW
W
W WWWWWWWWWW
S
SSSS SSSSSANSANSAN
S
A
NSANSANSAN SSSANSANSAND430435435 430435440
440
445
450455460455
45
0445440 450
455
461462440440450455451452453454456457440436437438439435430425420425430415415414420416416418419416417425421422423424445
445
442
443
444430435440
4354404454354504404
4
0
4
4
5 455456457458446
447
448
449
450
455
460455458458 450420
44144043943843743643543444545044544244344444043643743843944143343243
3433434 44143
5
4
3
3
43
4
437
438
436
439446
447
448
450
449
451
45245345446045946146244110+0010+5011+0011+5012+0012+5013+0013+5014+001
4
+
5
0
15
+
0
0
15+50
16+00
16+5016+66.12 12+5013+0013+5014+0014+5015+0015+5015+59.7825+0025+5026+0026+5027+0027+5028+0028+10.23
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\40919-Southwood_Redev\DWG\Sheet\CD\C8.0 - ROAD PROFILES.dwg | Plotted on 10/30/2019 4:13 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19ROAD PROFILESC8.4AS SHOWNPROFILE SCALE005050SCALE 1"=40'80'40'NAD 83
WWWWWWWWWWWWWWWWWWWWWWWWSSSSSSANSANSANSANSANSANSANSANSANSANUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP432.4472.6472.5478.2488.8492.5476.426"OAK 26"BEECHO.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 06320' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'10'(8)ULM PRI(8)PLA COL(6)QUE PHE(6)QUE BIC(4)ULM PRI(4)QUE PHE(6)QUE BICPLANT SCHEDULETREESBOTANICAL NAMEACE REDACER RUBRUM `RED SUNSET'ACE GREACER SACCHARUM 'GREEN MOUNTAIN'QUE BICQUERCUS BICOLORQUE PHEQUERCUS PHELLOSPLA COLPLATANUS ACERIFOLIA 'COLUMBIA'ULM PRIULMUS AMERICANA 'PRINCETON'3 X ROOTBALLDIAMETER MINIMUMCL2"x2"x6' MIN. HARDWOOD-USE 2 STAKES PER TREEAND SET OUTSIDE ROOTPACKAGE3" DOUBLE SHREDDEDHARDWOOD MULCH,TAPER AT TRUNK. MULCHTO WITHIN 2" OF TRUNKIN PLANTING AREASREMOVE ALL WIRE &STRING FROM ROOTBALLAND ALL BURLAP FROMTOP 23 OF ROOTBALLNATIVE BACKFILL SOILAMENDED WITH 15%ORGANIC COMPOSTCOMPACT SUBSOILTO FORM PEDESTALTO PREVENT SETTLINGWEBBED STRAPPING,ARBORTIE OR APPROVEDEQUIV.-LOOPED TO TRUNK-(2) PER TREE-NAIL OR STAPLE TO STAKESET TOP OF ROOTCROWN 2" ABOVEADJACENT GRADESHAPE SOIL SURFACE TOPROVIDE 3' DIAMETERWATERING RINGFINISH GRADETREE PIT DEPTH EQUALSROOTBALL DEPTH-MEASURE BEFOREDIGGING TO AVOIDOVEREXCAVATIONROUGHEN SIDESOF PLANTING HOLEDRIVE STAKES 6" TO 1'-0"INTO UNDISTURBED SOILBELOW ROOTBALL0SCALE 1"=30'60'30'NAD 83JOB 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\40919-Southwood_Redev\DWG\Sheet\CD\L1.0 - LANDSCAPE PLAN.dwg | Plotted on 10/30/2019 4:14 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19LANDSCAPE PLANL1.01"=30'KEY PLANNo ScalePLANTING DETAIL
WWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSANSANSANSANSANSANSANSANSANSANSSANSANSANS SSAN
SANSAN20' ACCESSEASEMENTXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW.P.O. BUFFER
26"W.OAK18"MAPLE 15"SYCAMORESTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTSTREAM BUFFERDDDD20' PUBLIC DRAINAGEEASEMENT, TYP.10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLICDRAINAGEEASEMENT,TYP.10'(5)ULM PRI(5)QUE PHE(5)QUE BIC(4)ACE RED(3)ACE GRE(2)ACE RED(5)ACE GRE(2)QUE BIC(5)QUE BIC(4)ACE REDPLANT SCHEDULETREESBOTANICAL NAMEACE REDACER RUBRUM `RED SUNSET'ACE GREACER SACCHARUM 'GREEN MOUNTAIN'QUE BICQUERCUS BICOLORQUE PHEQUERCUS PHELLOSPLA COLPLATANUS ACERIFOLIA 'COLUMBIA'ULM PRIULMUS AMERICANA 'PRINCETON'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\40919-Southwood_Redev\DWG\Sheet\CD\L1.0 - LANDSCAPE PLAN.dwg | Plotted on 10/30/2019 4:14 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19LANDSCAPE PLANL1.11"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS S
SANSANSANSANSANSIGHT DISTANCEEASEMENT20' ACCESSEASEMENTUGPUGPUGPUGPSANSANSANSANSANW.P.O. BUFFER100 YR. FLOODPLAINSTREAM
4304204104
5
0
44
0
460450450440420
420445
435
455STREAM BUFFERPARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328D10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'10'(2)ACE RED(5)ACE GRE(2)QUE BIC(5)QUE BIC(4)ACE RED(4)ACE GRE(4)QUE BIC(3)ACE GRE(3)ACE RED(2)ACE GRE(3)QUE BIC(5)ACE REDPLANT SCHEDULETREESBOTANICAL NAMEACE REDACER RUBRUM `RED SUNSET'ACE GREACER SACCHARUM 'GREEN MOUNTAIN'QUE BICQUERCUS BICOLORQUE PHEQUERCUS PHELLOSPLA COLPLATANUS ACERIFOLIA 'COLUMBIA'ULM PRIULMUS AMERICANA 'PRINCETON'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\40919-Southwood_Redev\DWG\Sheet\CD\L1.0 - LANDSCAPE PLAN.dwg | Plotted on 10/30/2019 4:14 PM | by Catherine Gayner
C. GAYNERC. KOTARSKIC. KOTARSKI10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1
COUNTY OF ALBEMARLE, VA40919 10/30/19LANDSCAPE PLANL1.21"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN