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Home My WebLink AboutSDP202000048 Plan - Submittal (First) Final Site Plan and Comps. 2020-06-04JOB 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-SITEPLAN.dwg | Plotted on 6/8/2020 1:31 PM | by Catherine Gayner C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 COVERC0.0N.A.SITE INFORMATIONTAX MAP PARCEL, ZONING, AND OWNER INFO:090A1-00-00-001E0PARCEL AREA: 22.92 ACRESZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)DB 4773 PG. 32809000-00-00-001A0PARCEL AREA: 8.83 ACRESZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)DB 3375 PG. 063090A1-00-00-001D0PARCEL AREA: 86.80 ACRESZONING: R2 RESIDENTIALDB 3375 PG. 06307600-00-00-051A0PARCEL AREA: 1.23 ACRESZONING: NEIGHBORHOOD MODEL DISTRICT (NMD)DB 4706 PG. 198SOUTHWOOD CHARLOTTESVILLE LLC919 WEST MAIN STREETCHARLOTTESVILLE, VIRGINIA 22903TOTAL AREA (ALL PARCELS): 119.78 ACRESLIMITS OF DISTURBANCE: 15.68 ACRESOVERLAY 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 OBSERVATIONSPHASING: PROJECT SHALL BE BUILT IN ONE PHASE.DRAINAGE DISTRICT: MOORES CREEKTHE SOUTHERN PORTION OF THE PARCEL 90A1-1E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER51003C0407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER.IMPERVIOUS AREAEXISTING IMPERVIOUS AREA = 0.24 ACPROPOSED IMPERVIOUS AREA = 6.48 ACBURIAL SITES: NO CEMETERIES FOUND ON SITE.STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM.AGRICULTURAL/FOREST DISTRICT: NONEPUBLIC R/W:4.35 AC.OPEN SPACE:0.85 AC.RESIDUE:109.8 AC.PROPOSED LOTS:4.78 AC.TOTAL AREA:119.78 AC.ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION.ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO.LIGHTING: A RESIDENTIAL-SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS.NOTES:1.THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.2.ALL BUILDING UNITS SHOWN ON ARE AFFORDABLE UNITS.3.SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7OF THE CODE.COUNTY 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) 327-16884/6/2020SITE PLANSITELOCATIONSIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENT:PLANNING & ZONINGENGINEERINGINSPECTIONSARCHITECTURAL REVIEW BOARDDEPARTMENT OF FIRE AND RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENTVILLAGE 1 SITE PLAN TRIP GENERATIONLAND USEITCODEAMOUNTUNITSADTWEEKDAYAM PEAK HOURPM PEAK HOURINOUTTOTALINOUTTOTALAPARTMENTS/TOWNHOMES22020D.U.14938117411SINGLEFAMILY21029D.U.33271926201232VILLAGE 1 TOTAL49D.U.481102737271643NUMBER OF SHEETS= 68L1.01L1.02OVERALL SITE LANDSCAPE PLANPLANTING PLANL1.03PLANTING PLANC9.00WATER HYDRAULIC ANALYSIS LAYOUTC9.01WATER HYDRAULIC ANALYSIS RESULTSC9.02SEWER HYDRAULIC ANALYSISE1.00PHOTOMETRIC PLANE2.00LIGHTING CUT SHEETSE2.01LIGHTING CUT SHEETSSheet List TableSheet NumberSheet TitleC0.00COVERC0.01CODE OF DEVELOPMENT PROFFERS & TABLESC1.00NOTES & DETAILSC1.01NOTES & DETAILSC1.02NOTES & DETAILSC2.00EXISTING CONDITIONS & DEMOLITION PLANC3.00EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.01EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.02EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.03EROSION & SEDIMENT CONTROL PLAN PHASE IC3.04EROSION & SEDIMENT CONTROL PLAN PHASE IC3.05EROSION & SEDIMENT CONTROL PLAN PHASE IIAC3.06EROSION & SEDIMENT CONTROL PLAN PHASE IIAC3.07EROSION & SEDIMENT CONTROL PLAN PHASE IIBC3.08EROSION & SEDIMENT CONTROL PLAN PHASE IIBC4.00BLOCKS & OVERALL PLANC4.01LAYOUT & UTILITIES PLANC4.02LAYOUT & UTILITIES PLANC4.03LAYOUT & UTILITIES PLANC4.04LAYOUT & UTILITIES PLANC4.05HOUSING & DENSITY PLANC4.06OPEN SPACE PLANC4.07GRADING & DRAINAGE PLANC4.08GRADING & DRAINAGE PLANC4.09GRADING & DRAINAGE PLANC4.10GRADING & DRAINAGE PLANC4.11DETAILED GRADING PLANC4.12DETAILED GRADING PLANC4.13DETAILED GRADING PLANC5.00ROAD PLANC5.01ROAD PLANC5.02ROAD PLANC5.03SIGHT DISTANCE PROFILESC5.04SIGHT DISTANCE PROFILESC5.05SIGHT DISTANCE PROFILESC5.06SIGHT DISTANCE PROFILESC5.07SIGHT DISTANCE PROFILESC6.00STORMWATER MANAGEMENT PLANC6.01STORMWATER QUALITY MAPC6.02STORMWATER QUALITY SUMMARYC6.03STORMWATER SUMMARY PLANC6.04STORMWATER SUMMARY PLANC6.05PIPE & INLET CALCULATIONSC6.06PIPE & INLET CALCULATIONSC6.07CULVERT CALCULATIONSC6.08STREAM BUFFER MITIGATION PLANC7.00STORM PROFILESC7.01STORM PROFILESC7.02STORM PROFILESC7.03STORM PROFILESC7.04STORM PROFILESC7.05UTILITY PROFILESC7.06UTILITY PROFILESC7.07UTILITY PROFILESC8.00ROAD PROFILESC8.01ROAD PROFILESC8.02ROAD PROFILESC8.03ROAD PROFILESC8.04ROAD PROFILES 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\C0.1 - COD TABLES.dwg | Plotted on 6/4/2020 5:29 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 CODE OF DEVELOPMENT PROFFERS & TABLESC0.01N.A.TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCKREQUIREMENTBLOCKS 3-4NEIGHBORHOOD CENTER SPECIAL AREA(115' MEASURED ON BOTH SIDES FROMHICKORY STREET RIGHT-OF-WAY)BLOCKS 5BLOCKS 6-9BLOCKS 10-12BUILDING HEIGHTMIN.MAX.NO MIN.3 STORIES OR 35'FRONT SETBACKMIN.MAX.5'25'STEPBACKDMIN.AT BUILDING HEIGHT OFN/ASIDE SETBACKMIN.MAX.REAR SETBACKMIN.MAX.TRAIL BUFFER SETBACKBMIN.MAX.3'NO MAX.NO MIN.NO MAX.N/AGARAGE SETBACKCFRONT ACCESS MIN./MAX.TO COMPLY WITH4.19C / NO MAXMAX. PORCH & DECKENCROACHMENT4'MAX. EAVE & OVERHANGENCROACHMENT2'SINGLE BUILDINGFOOTPRINT MAX. NON-RES.3,000 SFSTREET FACING BUILDINGLENGTHMIN.MAX.MIN. AIR PASSAGE WIDTHNO MIN.200'10'NO MIN.3 STORIES OR 40'5'25'N/A3'NO MAX.5'NO MAX.N/AFRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOTALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED ORRELEGATED TO THE REAR OF THE BUILDING.4'2'3,000 SFNO MIN.200'10'NO MIN.3 STORIES OR 45'5'25'15'E40'5'NO MAX.5'NO MAX.BLOCKS 6-8: N/ABLOCK 9: 20' MIN/NO MAX.4'3'10,000 SFNO MIN.200'10'2 STORIES4 STORIES OR 45'2 STORIES4 STORIES OR 50'5'18'AFRONTS SHALL ORIENT TOWARDS HICKORY10'28'A15'E40'5'NO MAX.5'NO MAX.20' MIN.NO MAX.15'E3 STORIES OR 45'NO MIN.NO MAX.NO MIN.NO MAX.0' MIN.NO MAX.4'3'20,000 SFNO MIN.200'10'9'3'20,000 SF50'275'10'LOTS4, 5, 8-11,37, 383, 12,34TOTAL PARKINGSPACESREQUIREDTOTAL PARKINGSPACESPROVIDEDPARKING SPACELOCATIONHOUSING TYPEPARKING REQUIRED AND PROVIDEDDUPLEXES16 + 2 GUEST= 1818(16) ON-SITE,(1) ON ROAD 1,(1) ON ROAD 3SINGLE FAMILY DETACHED66(4) ON-SITE,(2) ON ROAD 213MULTIFAMILY(2) 6-UNIT AND (2) 4-UNIT4040 (2 ADA VAN)(39) PARKING LOT,(1) ON ROAD 214-23TOWNHOMES20 + 2 GUEST= 2222(20) GARAGE,(2) ON ROAD 225-32TOWNHOMES16 + 2 GUEST= 1818(16) ON-SITE,(2) ON ROAD 3A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED-USE BUILDINGS FOR USE AS A FRONT PATIO ORCOURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE.B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDINGAND THE TRAIL BUFFER.C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (3') FROM THE PRIMARY STREET FACINGBUILDING FACADE.D A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'.E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY.F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORYAPARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2).G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICHTHEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 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\C1.0 - NOTES & DETAILS.dwg | Plotted on 6/4/2020 5:30 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 NOTES & DETAILSC1.00N.A.GENERAL NOTES1.CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THISINCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSEDWITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'SSPECIFICATIONS AND STANDARDS.3.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALLFEDERAL, STATE AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANYCONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS,SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES,THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTEDBY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH 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 ACCORDANCE WITH ASTM-C-76. PIPE WITHINTHE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS ANDSPECIFICATIONS.9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FORREVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTEDTO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANSAND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OFCONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THATSHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALLMISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITYWITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES.(N/A)15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TOTHE PLACEMENT OF AGGREGATE BASE COURSE.16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONALFACILITIES AS DEEMED NECESSARY .17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELDINSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FORINSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONSPER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTWEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMEDTHE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FORINSPECTION 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 REPAIR FOR ALL PAVEMENTSTRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THESUBGRADE.23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE INACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS APREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OFWAY. (N/A)25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A)26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THESTANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THEENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORMSTATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED ATTHE END OF THE DAY33.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.34.ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMEDBY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES.35.RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE ASTAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.36.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.37.BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FORA DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI.CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131).BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILLMATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTIONOF DAMS.2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES;CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTYEROSION CONTROL INSPECTOR.GENERAL CONSTRUCTION NOTES FOR EROSION ANDSEDIMENT CONTROL1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEKPRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUMSTANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONSVR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUTNOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSIONCONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TOPREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBINGACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCINGEVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALLBE MADE IMMEDIATELY.10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREEOF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF7:00AM TO 9:00PM.15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDERTO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, ANDDAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATERMANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OFTHE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THEMONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCHAND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BEAPPLIED 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 GRADELIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BEAPPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACREAND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAWMULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROLINSPECTOR.19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGINGTO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WETSTORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOODSTAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANEDAND REPAIRED IMMEDIATELY.20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITESTABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROLINSPECTOR.21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATERPROTECTION ORDINANCE SECTION 17-204G.)22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LANDDISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)+ 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 LABELMANAGED 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.PRESERVED SLOPES 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 6/4/2020 5:30 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020N.A.NOTES & DETAILSC1.01NOTE: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 SECTION2" INTERMEDIATE BASE COURSE - IM19.0A8" 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)2.5'62' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK1'1'HICKORY STREET (25 MPH DESIGN SPEED)2" IM-19.0A1.5" 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)2.5'61' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK1'1'ROAD 1 (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED)1.5" 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)2.5'54' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK1'1'ROAD 2 (25 MPH DESIGN SPEED)1.5" 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)53' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK1'1'ROAD 1 (STATION 20+12 - 28+10) (25 MPH DESIGN SPEED)1.5" 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)2.5'53' RIGHT OF WAYC/LROAD CROSS SECTION5' SIDEWALK1'1'ROAD 3 (25 MPH DESIGN SPEED)1.5" 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 ScaleMOT PLANNo 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 BASE3" BM-25.0A3" INTERMEDIATE BASE COURSE - BM25.0A2" IM-19.0A3" BM-25.0A2" IM-19.0A3" BM-25.0A2" IM-19.0A3" BM-25.0A2" IM-19.0A3" BM-25.0A10' (TRAVEL LANE)8' (PARKING) 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 6/4/2020 5:30 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 NOTES & DETAILSC1.02N.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.REGULAR SPACEHANDICAP SPACES2% MAX.CONCRETE BUMPER BLOCKANCHOR WITH 5/8" REBARIMBEDDED 24" IN GROUNDHANDICAP SIGNLOCATION (VAN)HANDICAP SIGNLOCATION (TYP.)EOPFACE OFCURBPAINTEDPERVDOTSPEC.18'9'8'8'8'5'8'4"PAINTEDSTRIPE(TYPICAL)4"VANACCESSIBLETYPICALACCESSIBLENo ScaleTYPICAL PARKING SPACE DETAILS18'SPACES SHALL BE IDENTIFIED BY ABOVE GRADESIGNS AS RESERVED FOR PHYSICALLYDISABLED PERSONS. PROVIDE ONE (1) R-7-8SIGN AT EACH PARKING SPACE INDICATED ONSITE PLAN. SIGN SHALL BE ALUMINUM (PAINTEDWHITE) WITH GREEN LETTERS ANDINTERNATIONAL WHEELCHAIR SYMBOL. SIGNSHALL BE PLACED ON STEEL POST 1-1/2" OPAINTED BLACK SET IN MIN. 2' OF CONCRETE.VA. SIGN FOR THE DISABLED ON 0.80 GAUGEALUMINUM. COLORS: GREEN BORDER &LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,WHITE BACKGROUND.6' ABOVEFINISHEDGRADE6' ABOVEFINISHEDGRADENo ScaleADA PARKING SIGNSSTD. U POST GALVANIZEDSIGNPOST TO BEDRIVENNo ScaleSIGN AND POST DETAIL6'2'No ScalePRECAST CONCRETE WHEEL STOPANCHOR WITH 58" REBARIMBEDDED 24" IN GROUND;2 PER WHEEL STOP7-1/2"5"6' LENGTH 0.5' FROM EP XXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWSANSANSANSANSANW.P.O. BUFFERW.P.O. BUFFER(EX.P R I V A T E R O A D )WHARTON DRIVEPLINY ROADBITTERNUT LANE100 YR. FLOODPLAIN STREAM BUFFER/FLOOD PLAINCONSERVATION AREAHICK O R Y S T R E E TMANAGEDSTEEP SLOPES(TYPICAL)VDOT SIGHTDISTANCEEASEMENTPRESERVEDSTEEPSLOPES(TYPICAL)EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7EX.SAN.MH 26(WATERTIGHT/VENTED)TOP = 396.1I.I.= 390.8I.O.= 390.6EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3EX.18" CMPI.I.= 484.87I.O.= 483.53O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESW . P . O . B U F F E R 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. 328OLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)PARCEL 090A1-00-00-001D0SOUTHWOOD CHARLOTTESVILLE LLCR2 RESIDENTIALDB. 3375 PG. 063PARCEL 07600-00-00-051A0SOUTHWOODCHARLOTTESVILLE LLCNEIGHBORHOOD MODELDISTRICTDB. 4706 PG. 198PRESERVEDSTEEP SLOPES(TYPICAL)TELE. VAULTO.H. ELECTRICTELE. & TV LINESPARCEL 07600-00-00-05100EAST CONGREGATION OFJEHOVAH'S WITNESSES;MORGAN DAVID ETAL TRSR2 RESIDENTIALDB. 3431 PG. 544DAM BREAK INUNDATIONZONE (STATE)DAM BREAKINUNDATION ZONE(STATE)PROP.RWSAESMT1" PR IVATE WATERSERVICE L INE MCI LONG DISTANCEFIBER OPTIC LINE191.47'PRIVATE 20' SANITARYSEWER EASEMENTD.B. 2984 p. 688REMOVEREMOVEASPHALTEXISTINGVEGETATION 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.SAWCUTASPHALTMILL & OVERLAYASPHALTSAWCUTASPHALTREMOVEPORTION OFASPHALTSAWCUTASPHALTREMOVEACCESSORYUNITSTEMPORARILY DEADEND ROAD ANDADJUST DRIVEWAYAS NEEDEDTEMPORARILYDEAD END ROADREMOVETRAILERREMOVETRAILERREMOVETRAILERREMOVETRAILERJOB 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 6/4/2020 5:30 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EXISTING CONDITIONS & DEMOLITION PLANC2.001"=100'0SCALE 1"=100'200'100'NAD 83LEGENDSTEEP SLOPES - MANAGED STEEP SLOPES - PRESERVEDEXISTING WATERLINEEXISTING TREEEXISTING TREE DRIP LINE15' OAKEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING CURB AND GUTTEREXISTING INTERMEDIATE CONTOUREXISTING EDGE OF PAVEMENTEXISTING INDEX CONTOURSAN3230DAM INUNDATION BREAK ZONEEXISTING FLOODPLAINSTREAM BUFFERWPROPOSED CURB AND GUTTERLEGENDREMOVE EXISTING VEGETATIONMILL & OVERLAY ASPHALTSAWCUT ASPHALT 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\C3.1 - EROSION & SEDIMENT CONTROL NOTES & DETAILS.dwg | Plotted on 6/4/2020 5:31 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.00N.A.MINIMUM STANDARDS:AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BECONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHINSEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILSTABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE ATFINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATIONSHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.MS-2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BESTABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLEFOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ONSITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISEPERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHEDUNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILLINHIBIT EROSION.MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TOTRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY ANDSHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES ANDDIVERSIONS IMMEDIATELY AFTER INSTALLATION.MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREATO BE SERVED BY THE TRAP.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OFDRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZEEROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OFPERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURESUNTIL THE PROBLEM IS CORRECTED.MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHINAN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALLBE PROVIDED.MS-10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTEDSO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEINGFILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADEOPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENTCHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVINGCHANNEL.MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZEENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THEGREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FORTHE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESESTRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE INANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OFNONERODIBLE MATERIAL SHALL BE PROVIDED.MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN ORCROSSING LIVE WATERCOURSES SHALL BE MET.MS-15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THEWATERCOURSE IS COMPLETED.MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWINGSTANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH ANAPPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOESNOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TOMINIMIZE EROSION AND PROMOTE STABILIZATION.E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.MS-17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONSSHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THEPAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THEROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BEREMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENTCONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT ISREMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS ASWELL AS TO LARGER LAND-DISTURBING ACTIVITIES.MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYSAFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT ANDTHE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALLBE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROMSEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAKFLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATIONIN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIAADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS.EROSION AND SEDIMENT CONTROL NARRATIVE:PROJECT DESCRIPTIONTHIS PROJECT INCLUDES THE CONSTRUCTION OF 3 ROADS, A RESIDENTIAL COMMUNITY, AND ASSOCIATEDUTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 15.68 ACRES.ADJACENT PROPERTYTHE PROPERTY IS BOUNDED BY A ROUTE 631 ON THE NORTH AND WEST, WOODS ON THE SOUTH, AND AMOBILE HOME PARK ON THE EAST.EXISTING SITE CONDITIONSTHE EXISTING SITE IS WOODED.OFF-SITE AREASNO OFFSITE AREAS WILL BE DISTURBED. ANY OFF-SITE LAND-DISTURBING ACTIVITY ASSOCIATED WITH THEPROJECT SHALL HAVE AN APPROVED ESC PLAN.CRITICAL EROSION AREASEARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDESEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING.EROSION AND SEDIMENT CONTROL MEASURESUNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROLPRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS ANDSPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVEDOR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.STORMWATER RUNOFF CONSIDERATIONSA PORTION OF THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO TWO BIORETENTION FACILITIESLOCATED ADJACENT TO OLD LYNCHBURG ROAD. THESE FACILITIES HAVE BEEN DESIGNED TO MEETSTORMWATER QUALITY REQUIREMENTS. ALL OTHER AREAS WILL SHEET FLOW INTO THE SURROUNDINGVEGETATED AREAS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED INACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALLMEASURES AFTER ALL RAIN EVENTS.STRUCTURAL PRACTICES:1.TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BEPROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BEMAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUDTRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.2.SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OFAREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS INDICATED.ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENTSEDIMENT FROM LEAVING THE SITE.3.STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALLDRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROMENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.4.DIVERSION DIKE - 3.09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROMA CERTAIN AREA.5.SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TODETAIN SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGHFOR THE MAJORITY OF SEDIMENT TO SETTLE OUT.5.1.MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT ISSTRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAPSHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THEDESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.6.TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASESTRUCTURE IS TO BE USED TO DETAIN SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS LONGENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT.5.1.MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT ISSTRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THEBASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THEDESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.6.OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATINGDEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS.7.DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TOSURFACE AND AIR MOVEMENT.VEGETATIVE PRACTICES:1.TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADEDAND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE ANDSHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.2.TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWINGGRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR ITIS APPLIED.3.PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVECOVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURALBEAUTY.4.SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOILSTABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECTAND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.MANAGEMENT STRATEGIES1.PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCHIMMEDIATELY FOLLOWING INSTALLATION.2.PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.3.ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TOMINIMIZE PERIMETER CONTROLS.4.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGERREQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.PERMANENT STABILIZATIONALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDINGIMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC.3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND"GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEEDTYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FORMULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED,FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.SEQUENCE OF INSTALLATIONPHASE I (SEE SHEETS C3.03 & C3.04)1.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR,OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITYDEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1)WEEK OF NOTICE.2.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES.3.CLEAR AND GRADE SEDIMENT TRAPS, BASINS AND ASSOCIATED STORMWATER PIPES. REFER TOGRADING AND DRAINAGE PLAN ALONG WITH PIPE PROFILES FOR ADDITIONAL INFORMATION.4.INSTALL CULVERT PIPES AND ASSOCIATED STRUCTURES. STRUCTURES 100, 102, 500, 502, 502, 504,506, 508, & 510. PIPES 101, 501, 505, 507, & 509. REFER TO GRADING AND DRAINAGE PLAN ALONGWITH PIPE PROFILES FOR ADDITIONAL INFORMATION. IMMEDIATELY INSTALL CULVERT INLETPROTECTION FOLLOWING THE INSTALLATION OF ASSOCIATED STRUCTURES.5.INSTALL DIVERSION DIKES, CLEAN WATER DIVERSIONS & INLET PROTECTION.6.AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN.7.SEED ALL DENUDED AREAS PER VESCH STANDARDS.PHASE IIA (SEE SHEETS C3.05 & C3.06)1.INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENTCONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.2.FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVENDAYS AFTER FINAL GRADE IS ACHIEVED.3.ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT,SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&SINSPECTOR.4.ONCE THE SITE UPHILL FROM A SEDIMENT TRAP OR BASIN HAS BEEN STABILIZED AND APPROVED BY ESCINSPECTOR, REMOVE THE SEDIMENT TRAP OR BASIN.5.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISACHIEVED.6.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSIONCONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.PHASE IIB (SEE SHEETS C3.07 & C3.08)1.RELOCATE INLET PROTECTION ALONG ROAD 1 WHERE SHOWN ON THE PHASE IIB EROSION ANDSEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.2.FINE GRADE PROJECT AREA ALONG ROAD 1. APPLY PERMANENT SOIL STABILIZATION TO THESE AREASWITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED.3.ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT,SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&SINSPECTOR.4.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISACHIEVED.5.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSIONCONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.GENERAL EROSION AND SEDIMENT CONTROL NOTES:ES-1:UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSIONAND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THELATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIAREGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.ES-2:THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW ANDEVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.ES-3:PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING,GRADING, OR LAND DISTURBANCE.ES-4:MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES.ES-5:PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS(INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARYEROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENTCONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE.ES-6:PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANDSEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)ES-7:ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURINGLAND-DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.ES-8:DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.ES-9:INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT.MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROLDEVICES IMMEDIATELY.SOILS INFORMATION:16 - CHEWACLA SILT LOAM, 0 TO 2 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, SOMEWHATPOORLY DRAINED, HYDROLOGIC SOIL GROUP: B/D27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC SOIL GROUP: B27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC SOIL GROUP: B39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, HYDROLOGICSOIL GROUP: BTABLE 3.31-BACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS"QUICK REFERENCE FOR ALL REGIONS"PLANTING DATESSEPT. 1 - FEB. 15FEB. 16 - APR. 30MAY 1 - AUG. 31RATE (LBS./ACRE)50-10060-10050SPECIES50/50 MIX OFANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)&CEREAL (WINTER) RYE(SECALE CEREALE)ANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)GERMAN MILLET(SETARIA ITALICA)TABLE 3.32-CSITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAINAREAMINIMUM CARE LAWNCOMMERCIAL OR RESIDENTIALKENTUCKY 31 OR TURF-TYPE TALL FESCUEIMPROVED PERENNIAL RYEGRASS *KENTUCKY BLUEGRASSHIGH-MAINTENANCE LAWNMINIMUM OF THREE (3) UP TO FIVE (5)VARIETIES OF BLUEGRASS FROMAPPROVED LIST FOR USE IN VIRGINIA.GENERAL SLOPE (3:1 OR LESS)KENTUCKY 31 FESCUERED TOP GRASSSEASONAL NURSE CROP **LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1)KENTUCKY 31 FESCUERED TOP GRASSSEASONAL NURSE CROP **CROWNVETCH ***TOTAL LBS. PER ACRE200-250 LBS.90-100%0-10%0-10%125 LBS.128 LBS.2 LBS.20 LBS.150 LBS.108 LBS.2 LBS.20 LBS.20 LBS.150 LBS.* PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOILTEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER ANDEROSION RESISTANCE FOR SEEDBED.** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATESAS STATED BELOW:MARCH, APRIL THROUGH MAY 15TH.............................. ANNUAL RYEMAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLETAUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYENOVEMBER THROUGH FEBRUARY................................. WINTER RYE*** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEEDMUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BEINCLUDED IN ANY SLOPE OR LOW-MAINTENANCE MIXTURE DURINGWARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.No ScalePERMANENT SEEDING MIX FOR PIEDMONT AREA3.32No ScaleTEMPORARY SEEDING PLANT MATERIALS3.31TSPS 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\C3.1 - EROSION & SEDIMENT CONTROL NOTES & DETAILS.dwg | Plotted on 6/4/2020 5:31 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.01N.A.3.14No ScaleSEDIMENT BASIN 23.14No ScaleSEDIMENT BASIN 13.13No ScaleSEDIMENT TRAP 13.13No ScaleSEDIMENT TRAP 2STSTSTST6"-8"6"-8"1'-2"5'1'-2'FLOWFLOW3.36-4TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTINGINSTALLATIONENTRENCHEDGES OFMATERIAL 6"CHECK SLOTS TO BECONSTRUCTED AS PERMANFACTURERSRECOMMENDATIONS.TRANSVERSE CLOSEDCHECK SLOTUPSTREAM ANDDOWNSTREAMTERMINALTRANSVERSEOPEN CHECKSLOTNo ScaleSOIL STABILIZATION BLANKET (TREATMENT-2)BM3.13No ScaleSEDIMENT TRAP 3ST 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\C3.1 - EROSION & SEDIMENT CONTROL NOTES & DETAILS.dwg | Plotted on 6/4/2020 5:31 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.02N.A.GRAVEL CURB INLET SEDIMENT FILTERRUNOFF WATERGRAVEL FILTER12"WIRE MESHFILTERED WATERSEDIMENTCONCRETEGUTTER12"CURB INLETSPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE ATCURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TOCAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES ANDUNPROTECTED AREAS.* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.STORMWATER INLET PROTECTIONNo Scale3.07- 6IPNo ScaleSTORM DRAIN INLET PROTECTIONSILT FENCE DROP INLET PROTECTIONPERSPECTIVE VIEWSELEVATION OF STAKE AND FABRIC ORIENTATIONDETAIL A3.07-1IPFILTER CLOTHREINFORCED CONCRETE12' MIN.EXISTING GROUNDB70' MIN.DRAIN SPACE10' MIN.10' MIN.SECTION B-B6'-7"SECTION A-APLAN VIEW3" MIN.3" MIN.B70' MIN.SIDE ELEVATION5:13'12' MIN.FILTERCLOTH6" MIN.AAEXISTINGPAVEMENTMOUNTABLE BERM(OPTIONAL)WASHRACK(OPTIONAL)EXISTINGPAVEMENTPOSITIVEDRAINAGE TOSEDIMENTTRAPPING DEVICEVDOT #1 COARSE AGGREGATE* MUST EXTEND FULL WIDTH OFINGRESS AND EGRESS OPERATION10'MIN.STONE CONSTRUCTION ENTRANCENo Scale3.02CENo Scale3.05-1SILT FENCE (WITH WIRE SUPPORT)SFCOMPACTED SOIL18" MIN.FLOW4.5' MIN.TEMPORARY DIVERSION DIKENo Scale3.09-1CWD TO HAVE VDOTSTANDARD EC-2MATTING ON UPHILLSIDECWDDDNo ScaleOUTLET PROTECTION3.18-1OPPIPE OUTLET CONDITIONSAA3dodoPLAN VIEWPIPE OUTLET TO FLATAREA WITH NODEFINED CHANNELLa0 %dSECTION A-AFILTERCLOTHKEY IN 6"-9"; RECOMMENDEDFOR ENTIRE PERIMETERAAdoPLAN VIEW3do (MIN.)PIPE OUTLET TOWELL DEFINEDCHANNELLa0 %SECTION A-ANOTES:1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, ORCONCRETE.2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USINGPLATES 3.18-3 AND 3.18-4.3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6INCHES.FILTERCLOTHKEY IN 6"-9"; RECOMMENDEDFOR ENTIRE PERIMETERdOUTLET PROTECTION #OP1OP2OP3OP4OP5OP6WIDTH 19'6'3.75'4.5'4.5'6'WIDTH 29'16'9.25'4.5'11.5'15'LENGTH14'14'8'7'10'13'CLASSCLASS IITYPE ITYPE ICLASS IICLASS IIITYPE IOUTLET #100200300400500504No ScaleCULVERT INLET PROTECTION3.08-1CIPSILT FENCE CULVERT INLET PROTECTION**OPTIONAL STONE COMBINATIONENDWALLTOE OFFILLCULVERTFLOWTOE OFFILLSILTFENCEFLOWDISTANCE IS 6' MINIMUMIF FLOW IS TOWARDEMBANKMENTFLOW2:1 1.0'1.5'2.5'CLASS IRIPRAP**VDOT #3, #357, #5, #56 OR #57 COARSEAGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE " WHEN HIGH VELOCITY OF FLOWIS EXPECTED4"12"No ScaleSOIL STABILIZATION BLANKET (TREATMENT-1) 3.36-1BRING MATERIAL DOWN TOA LEVEL AREA BEFORETERMINATING THEINSTALLATION. TURN THEEND UNDER 4" AND STAPLEAT 12" INTERVALS.WHERE THERE IS A BERM AT THETOP OF THE SLOPE, BRING THEMATERIAL OVER THE BERM ANDANCHOR IT BEHIND THE BERM.ON STEEP SLOPES, APPLY PROTECTIVECOVERING PARALLEL TO THE DIRECTIONOF FLOW AND ANCHOR SECURELY.BERMON SHALLOW SLOPES, STRIPS NETTINGPROTECTIVE COVERINGS MAY BE APPLIEDACROSS THE SLOPE.SHALLOWSLOPEIN DITCHES, APPLY PROTECTIVE COVERINGPARALLEL TO THE DIRECTION OF FLOW.USE CHECK SLOTS AS REQUIRED. AVOIDJOINING MATERIAL IN THE CENTER OF THEDITCH IF AT ALL POSSIBLE.DITCHFLOWTYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATIONBLANKET)STEEPSLOPEBM12"2"2"6" TO 8" MIN.1" TO 2"6" TO 12"4"2"No ScaleSOIL STABILIZATION BLANKET (TREATMENT-1) 3.36-2TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET)INSTALLATION CRITERIAAPPROXIMATELY 200 STAPLES REQUIREDPER 100 SQ. YDS. OF MATERIAL ROLL.ANCHOR SLOTS, JUNCTION SLOTS &CHECK SLOTS TO BE BURIED 6" TO 12".12" MAX. 4:1 OR FLATTER6" MAX. STEEPER THAN 4:1EDGE AND END JOINTSTO BE SNUGLY ABUTTED(JUTE MESH WILL HAVESTAPLED LAP JOINT INLIEU OF EDGE JOINT)5' MAX. 4:1 OR FLATTER 3'MAX. STEEPER THAN 4:1LAP JOINT 2" MIN. (JUTEMESH ONLY)JUNCTIONSLOTCHECK SLOTTERMINAL FOLDNOTESANCHORSLOTTAMP FIRMLYANCHOR SLOTCHECK SLOTCHECK SLOTTAMPFIRMLYSTAPLE FORMED FROM NO.11 STEEL WIRE.8' STAPLE MIN. LENGTH FOR SANDY SOIL.6" STAPLE MIN. LENGTH FOR OTHER SOIL.CHECK SLOTS AT MIN. 50' C-CINTERVALS; NOT REQ.'D WITHALL COMBINATION BLANKETSTERMINAL FOLDTAMP FIRMLYTAMP FIRMLYJUNCTION SLOTVAR.VAR.6" TO 12"BMNO SCALE3.38STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTIONFENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD,GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NOGREATER THAN 6' ON CENTER. EVERY NINTH POST SHALLCONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THEFENCE AS A TREE PROTECTION FENCE.TREE PROTECTIONNo ScaleTPERNST CONSERVATION SEEDSRIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132BOTANICAL NAMECOMMON NAMEPRICE/LB30.00%FESTUCA RUBRACREEPING RED FESCUE1.9020.00%LOLIUM PERENNE, PERENNIAL RYEGRASS,1.85'FASTBALL RGL''FASTBALL RGL'(TURF TYPE)20.00%PHLEUM PRATENSE,TIMOTHY, 'CLIMAX'1.20'CLIMAX'12.00%TRIFOLIUM HYBRIDUMALSIKE CLOVER3.2510.00%AGROSTIS PERENNANS, AUTUMN BENTGRASS,14.00ALBANY PINE BUSH - ALBANY PINE BUSH -NY ECOTYPENY ECOTYPE8.00%AGROSTIS ALBAREDTOP8.00100% MIX PRICE/LB BULK: $3.61SEEDING RATE: 40-60 LB PER ACREWOODLAND OPENINGSTHE SHADE-TOLERANT GRASSES AND CLOVER ARE GOOD FORWOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIXFORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDINGON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THEFORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OFTHE MIX WILL NOT.No ScaleSLOPE STABILIZATION SEED MIX No ScaleTEMPORARY RIGHT-OF-WAY DIVERSIONTEMPORARY RIGHT-OF-WAY DIVERSIONSTYPICAL GRAVEL STRUCTURE3.11-1RWD XXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSANSANSANSANSANSANSANSANSANSANSAN403.2402.4401.8401.1401.2399.1398.8398.5409.0406.7408.7406.9409.2411.1414.5419.7417.1415.2397.3397.3397.4440.8396.6462.9463.9408.9461.8454.7456.9453.2451.5414.1414.7415.1465.5463.8463.4452.9446.8463.5436.7395.6395.2408.5W.P.O. BUFFER W. P . O . B U F F E RW.P.O. BUFFERWHARTON DRIVEPLINY ROAD26"W.OAK18"MAPLE 15"SYCAMORE25"OAKSTREAM100 YR. FLOODPLAINSTREAM 4304204304204104 5 0 44 0 420STREAM BUFFER/FLOOD PLAINCONSERVATION AREAPRESERVEDSTEEP SLOPES(TYPICAL)460450450440440420 420EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7445 435 4 5 5 PRESERVEDSTEEP SLOPES(TYPICAL)SOIL TYPE:27BSOIL TYPE:27CSOIL TYPE:27CSOIL TYPE:39ESOIL TYPE:16SOIL TYPE:27BSOIL TYPE:16SOIL TYPE:27CSOIL TYPE:50DLIMITS OFDISTURBANCE:15.68 ACRESCWDDRAINAGE DIVIDE(TYP.)DRAINAGE DIVIDE(TYP.)420425430435440420 425 43041 8 42 6 42 6407.4416416410415SB245'BAFFLE40.29'87.77'112.63'55.89'SEDIMENT BASIN #15.78 AC DRAINAGE AREATOTAL STORAGE REQUIRED: 774.4 CYTOTAL STORAGE PROVIDED: 792.4 CYTOP OF DAM ELEVATION: 426.00SEDIMENT BASIN #25.54 AC DRAINAGE AREA (PHASE 1)7.34 AC DRAINAGE AREA (PHASE 2, USED FOR DESIGN)TOTAL STORAGE REQUIRED: 983.6 CYTOTAL STORAGE PROVIDED: 991.9 CYTOP OF DAM ELEVATION: 416.00SFSFSFSFST2SEDIMENT TRAP #22.62 AC DRAINAGE AREATOTAL STORAGE REQUIRED: 351.1 CYTOTAL STORAGE PROVIDED: 369.6 CYTOP OF DAM ELEVATION: 420.00STONE WEIR415420425 43023.67'13.76'45.97'38.95'420DRAINAGE DIVIDE(TYP.)BAFFLESILT FENCEJ HOOK (TYP.)SILT FENCEJ HOOK (TYP.)TPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TPTPTPTPTPTPTPTPTPTPTP455SB1DDDDDDTSDCDCDCDCDCTSTSTSTSTSSTRUCTURE 102 TO BE INSTALLEDPER SEDIMENT BASIN DETAIL. WHENSEDIMENT BASIN TRANSITIONS INTOBIOFILTER 1, MODIFY STRUCTURE PERFINAL GRADING PLAN.TP102100502TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPT PSFSF TSCIP101OP1TPJOB 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\C3.2 - EROSION & SEDIMENT CONTROL PHASE I.dwg | Plotted on 6/4/2020 5:32 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL PLAN PHASE IC3.031"=50'SCALE 1"=50'100'50'0NAD 83MATCH LINE - SEE SHEET C3.04MATCH LINE - SEE SHEET C3.04EROSION CONTROL LEGEND3.023.053.07CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONCESFIP3.14SEDIMENT BASINSB3.32PERMANENT SEEDINGPSDUST CONTROLDC3.35MULCHINGMUDIVERSION DIKEDD** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.093.39LIMITS OF CLEARING AND GRADING-SOIL TYPE BOUNDARY-3.08CULVERT INLET PROTECTIONCIP3.38TREE PROTECTIONTPTPRIGHT-OF-WAY DIVERSION3.11CLEAN WATER DIVERSION3.12RWDCWD3.13SEDIMENT TRAPST3.31TEMPORARY SEEDINGTS3.18OUTLET PROTECTIONOP XXXXXXXXXXXXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTWW467.0454.7456.9432.4424.6423.1450.2465.5463.8463.4472.6472.5478.2477.2468.5473.6469.0468.1462.1462.4475.0475.2488.8492.5496.9510.4490.8491.4489.1485.0477.1476.4474.8473.2462.5WHARTON DRIVEPLINY ROADBITTERNUT LANE26"W.OAK18"MAPLE 15"SYCAMORE26"OAK 26"BEECH25"POPLAR25"450490480 470 460 450500470460450510EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3445O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02' R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)TELE. VAULTO.H. ELECTRICTELE. & TV LINES191.47'SOIL TYPE:27BSOIL TYPE:56BSOIL TYPE:27CSOIL TYPE:27CLIMITS OFDISTURBANCE:15.68 ACRESTPTPTPTPTPTPTPTPTPTPTPTPCWDSEDIMENT TRAP #12.38 AC DRAINAGE AREATOTAL STORAGE REQUIRED: 318.9 CYTOTAL STORAGE PROVIDED: 350.2 CYTOP OF DAM ELEVATION: 467.00CWDSFSILT FENCEJ HOOK (TYP.)DDDRAINAGE DIVIDE(TYP.)461465467467STONE WEIRSFSF26.51'25.25 ' 22.5 7 '13.05'DRAINAGE DIVIDE(TYP.)SF510509508507506505504TP TPTPTPTPTPTP TP TPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPIPTPCIP445450455455455485490486483459TSTSTSRWDDCDCDCTSTSTS502501500CECWDCWDST1SFTPTPTSDDOP5OP6CIPDDDD499496494 ST340'60'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\C3.2 - EROSION & SEDIMENT CONTROL PHASE I.dwg | Plotted on 6/4/2020 5:32 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL PLAN PHASE IC3.041"=50'SCALE 1"=50'100'50'0NAD 83MATCH LINE - SEE SHEET C3.03MATCH LINE - SEE SHEET C3.03 EROSION CONTROL LEGEND3.023.053.07CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONCESFIP3.14SEDIMENT BASINSB3.32PERMANENT SEEDINGPSDUST CONTROLDC3.35MULCHINGMUDIVERSION DIKEDD** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.093.39LIMITS OF CLEARING AND GRADING-SOIL TYPE BOUNDARY-3.08CULVERT INLET PROTECTIONCIP3.38TREE PROTECTIONTPTPRIGHT-OF-WAY DIVERSION3.11CLEAN WATER DIVERSION3.12RWDCWD3.13SEDIMENT TRAPST3.31TEMPORARY SEEDINGTS3.18OUTLET PROTECTIONOP XXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSANSANSANSANSANSANSANSANSANSANSAN403.2402.4401.8401.1401.2399.1398.8398.5409.0406.7408.7406.9409.2411.1414.5419.7417.1415.2397.3397.3397.4440.8396.6462.9463.9408.9461.8454.7456.9453.2451.5414.1414.7415.1465.5463.8463.4452.9446.8463.5436.7395.6395.2408.5W.P.O. BUFFER W. P . O . B U F F E RW.P.O. BUFFERWHARTON DRIVEPLINY ROAD26"W.OAK18"MAPLE 15"SYCAMORE25"OAKSTREAM100 YR. FLOODPLAINSTREAM 4304204304204104 5 0 44 0 420STREAM BUFFER/FLOOD PLAINCONSERVATION AREAPRESERVEDSTEEP SLOPES(TYPICAL)460450450440440420 420EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7445 435 4 5 5 PRESERVEDSTEEP SLOPES(TYPICAL)WWWWWWWWWWWWWSSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSSANSS S SANSANSSWWWWWWWWWXXXXWSANSANDDDDDDDDDDIPTPTPTPTPTPTPTPTPTPTPTPTPTPSFIPIPIPLIMITS OFDISTURBANCE:15.68 ACRESJ-HOOK, TYP.SOIL TYPE:27BSOIL TYPE:27CSOIL TYPE:27CSOIL TYPE:39ESOIL TYPE:16SOIL TYPE:27BSOIL TYPE:16SOIL TYPE:27CSOIL TYPE:50D425430435440445 4 5 5 4 5 5 4 3 0 4 3 5 4 4 0 4 4 54304354404 2 5 4 3 0 4 3 54154 2 0415415 435435440445450460 440445450 455420425430435440445440445450 4504554604 4 0 4 4 5 44044545045544545045545 0 4504504504504504554604604 6 0 450455IPIPTPIPIPTP450IPIPIPIPIPIPIPIPIPSF SFSFPSMUMUMUMUPSPSPSPSMUIPOP3OP4OP2IPIPIPIPIPSFIPSFSFIPIPIPSFIPIPIPIPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TP TPTPTPTPTPTPTPTPTPTPT P T P TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPOP1TPJOB 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\C3.3 - EROSION & SEDIMENT CONTROL PHASE IIA.dwg | Plotted on 6/4/2020 5:33 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL PLAN PHASE IIAC3.051"=50'SCALE 1"=50'100'50'0NAD 83EROSION CONTROL LEGEND3.023.053.07CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONCESFIP3.14SEDIMENT BASINSB3.32PERMANENT SEEDINGPSDUST CONTROLDC3.35MULCHINGMUDIVERSION DIKEDD** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.093.39LIMITS OF CLEARING AND GRADING-SOIL TYPE BOUNDARY-3.08CULVERT INLET PROTECTIONCIP3.38TREE PROTECTIONTPTPRIGHT-OF-WAY DIVERSION3.11CLEAN WATER DIVERSION3.12RWDCWD3.13SEDIMENT TRAPST3.31TEMPORARY SEEDINGTS3.18OUTLET PROTECTIONOPMATCH LINE - SEE SHEET C3.06MATCH LINE - SEE SHEET C3.06 XXXXXXXXXXXXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTWW467.0454.7456.9432.4424.6423.1450.2465.5463.8463.4472.6472.5478.2477.2468.5473.6469.0468.1462.1462.4475.0475.2488.8492.5496.9510.4490.8491.4489.1485.0477.1476.4474.8473.2462.5WHARTON DRIVEPLINY ROADBITTERNUT LANE26"W.OAK18"MAPLE 15"SYCAMORE26"OAK 26"BEECH25"POPLAR25"450490480 470 460 450500470460450510EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3445O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02' R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)TELE. VAULTO.H. ELECTRICTELE. & TV LINES191.47'WWWWWWWWWSSSSSSSSANSANSANSANSANSANSSTPTPTPTPTPTPTPTPIPIPIPIPIPIPIPIPLIMITS OFDISTURBANCE:15.68 ACRESSOIL TYPE:27BSOIL TYPE:56BSOIL TYPE:27BSOIL TYPE:27CSOIL TYPE:27C490 489491 492 485490485480485490470475475480485490465470455460445450455460455455450 IPIPCIPTPTPFUTURE SIDEWALK AND PLANTINGSTRIP ALONG THE EAST SIDE OFROAD 1A WILL BE CONSTRUCTEDDURING FUTURE PHASE.TPTPCEIP455 460465470 475 480 485 49 0SF SFMUMUMUPSPSPSTPIPSFSFOP5OP6IPIPIPIPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPT P TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPJOB 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\C3.3 - EROSION & SEDIMENT CONTROL PHASE IIA.dwg | Plotted on 6/4/2020 5:33 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL PLAN PHASE IIAC3.061"=50'SCALE 1"=50'100'50'0NAD 83EROSION CONTROL LEGEND3.023.053.07CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONCESFIP3.14SEDIMENT BASINSB3.32PERMANENT SEEDINGPSDUST CONTROLDC3.35MULCHINGMUDIVERSION DIKEDD** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.093.39LIMITS OF CLEARING AND GRADING-SOIL TYPE BOUNDARY-3.08CULVERT INLET PROTECTIONCIP3.38TREE PROTECTIONTPTPRIGHT-OF-WAY DIVERSION3.11CLEAN WATER DIVERSION3.12RWDCWD3.13SEDIMENT TRAPST3.31TEMPORARY SEEDINGTS3.18OUTLET PROTECTIONOPMATCH LINE - SEE SHEET C3.05MATCH LINE - SEE SHEET C3.05 XXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSANSANSANSANSANSANSANSANSANSANSAN403.2402.4401.8401.1401.2399.1398.8398.5409.0406.7408.7406.9409.2411.1414.5419.7417.1415.2397.3397.3397.4440.8396.6462.9463.9408.9461.8454.7456.9453.2451.5414.1414.7415.1465.5463.8463.4452.9446.8463.5436.7395.6395.2408.5W.P.O. BUFFER W. P . O . B U F F E RW.P.O. BUFFERWHARTON DRIVEPLINY ROAD26"W.OAK18"MAPLE 15"SYCAMORE25"OAKSTREAM100 YR. FLOODPLAINSTREAM 4304204304204104 5 0 44 0 420STREAM BUFFER/FLOOD PLAINCONSERVATION AREAPRESERVEDSTEEP SLOPES(TYPICAL)460450450440440420 420EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7445 435 4 5 5 PRESERVEDSTEEP SLOPES(TYPICAL)WWWWWWWWWWWWWSSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSSANSANSS S SANSANSSWWWWWWWWWXXXXWSANSANDDDD4 3 0 4 3 5435 435440440445450 460455450445 4 4 5 455440 445 440 450 455 445450 4554504 4 5 4 4 0 4 4 54404 3 5 4304 2 5 420 425430415415415420 4 2 5 4 4 5445 430435 440420425430435 440445435450440440445455 450455460460450 4 5 5 4 3 5430440445440445 4504354 5 0 460 4 3 0 4 5 0 445D DDD460 450455 4404 2 0 425 430435440420 425D DIPIPIPIPIPLIMITS OFDISTURBANCE:15.68 ACRESTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPJ-HOOK, TYP.TPTPTPTPTPSFSOIL TYPE:27BSOIL TYPE:27CSOIL TYPE:27CSOIL TYPE:39ESOIL TYPE:16SOIL TYPE:27BSOIL TYPE:16SOIL TYPE:27CSOIL TYPE:50DTP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPIPIPIPIPIPIPIPIPIPIPIPIPSFSFPSMUMUMUMUPSPSPSPSMUOP2IPIPIPIPIPIPIPIPIPIPIPIPSFSFIPSFSFIPIPIPIPIPIPIPIPIPOP4OP3IPTPSFOP1JOB 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\C3.4 - EROSION & SEDIMENT CONTROL PHASE IIB.dwg | Plotted on 6/4/2020 5:34 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL PLAN PHASE IIBC3.071"=50'SCALE 1"=50'100'50'0NAD 83EROSION CONTROL LEGEND3.023.053.07CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONCESFIP3.14SEDIMENT BASINSB3.32PERMANENT SEEDINGPSDUST CONTROLDC3.35MULCHINGMUDIVERSION DIKEDD** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.093.39LIMITS OF CLEARING AND GRADING-SOIL TYPE BOUNDARY-3.08CULVERT INLET PROTECTIONCIP3.38TREE PROTECTIONTPTPRIGHT-OF-WAY DIVERSION3.11CLEAN WATER DIVERSION3.12RWDCWD3.13SEDIMENT TRAPST3.31TEMPORARY SEEDINGTS3.18OUTLET PROTECTIONOPMATCH LINE - SEE SHEET C3.08MATCH LINE - SEE SHEET C3.08 XXXXXXXXXXXXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTWW467.0454.7456.9432.4424.6423.1450.2465.5463.8463.4472.6472.5478.2477.2468.5473.6469.0468.1462.1462.4475.0475.2488.8492.5496.9510.4490.8491.4489.1485.0477.1476.4474.8473.2462.5WHARTON DRIVEPLINY ROADBITTERNUT LANE26"W.OAK18"MAPLE 15"SYCAMORE26"OAK 26"BEECH25"POPLAR25"450490480 470 460 450500470460450510EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3445O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02' R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)TELE. VAULTO.H. ELECTRICTELE. & TV LINES191.47'WWWWWWWWWWWWWWWWWWWSSSSSSSSANSANSANSANSANSANSSANS490 460455455 460465470 475 480 485 49 0 485490490 495500 50549048549048549 0 480 475480470 465 460455450445455455 470475480490485IPCELIMITS OFDISTURBANCE:15.68 ACRESTPTPTPTPTPTPTPTPTPTPTPTPCIPIPIPSOIL TYPE:27BSOIL TYPE:56BSOIL TYPE:27BSOIL TYPE:27CSOIL TYPE:27CIPIPDEMO CURB AND GUTTER ON SOUTHSIDE OF ROAD 1. RELOCATE CURB ANDGUTTER TO FINAL DESIGN LOCATIONAND CONSTRUCT SIDEWALK,RELOCATE INLETS PER ROAD 1TYPICAL SECTION ON SHEET C1.1.TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPT P TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPIPIPIPIPIPMUMUMUPSPSPSOP6IPIPIPSFSFOP5SFSFIPIPIPIPJOB 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\C3.4 - EROSION & SEDIMENT CONTROL PHASE IIB.dwg | Plotted on 6/4/2020 5:34 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 EROSION & SEDIMENT CONTROL PLAN PHASE IIBC3.081"=50'SCALE 1"=50'100'50'0NAD 83EROSION CONTROL LEGEND3.023.053.07CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONCESFIP3.14SEDIMENT BASINSB3.32PERMANENT SEEDINGPSDUST CONTROLDC3.35MULCHINGMUDIVERSION DIKEDD** "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER3.093.39LIMITS OF CLEARING AND GRADING-SOIL TYPE BOUNDARY-3.08CULVERT INLET PROTECTIONCIP3.38TREE PROTECTIONTPTPRIGHT-OF-WAY DIVERSION3.11CLEAN WATER DIVERSION3.12RWDCWD3.13SEDIMENT TRAPST3.31TEMPORARY SEEDINGTS3.18OUTLET PROTECTIONOPMATCH LINE - SEE SHEET C3.07MATCH LINE - SEE SHEET C3.07 XXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUCATVUCATVUCATVUCATVUCATVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWSANSANSANBISCUIT RUNBISCUIT RUNBUSCUIT RUND.B.I. ZONED.B.I. ZONED.B.I. ZONED.B.I. ZONED. B . I . Z O N ED.B.I. ZONEBITTERNUT LANEQUEST CT .ROSS CT .POST CT .CARAVAN CT.ANGLER CT.HICKORY STREET(EX.PRIVATE ROAD)ABBOT CT.DIAMOND CT .FIN CT . JAVA CT . I R I S C T .KEYHOLE CT.LEAF CT.B E E C T .ECLIPSE CT .MIST CT.NOMAD DR.H I C KO R Y N U T L N . JOY C T .GO C T .FLY CT.CARYA CT.BITTERNUT LN.BITTERNUT CT.JACKSON DR IVESANDRIDGE CT.MI NO R D R I V E ACORN CT.DAWN ST.JACKSON DRIVEJACKSON DRIVESCOTT CT.MINOR DR IVE WHARTON DRIVEPLINY ROADBITTERNUT LANEAMBROSE COMMONS DR.D.B.I. ZONED.B.I. ZONED.B.I. ZONE STREAMS T R E A M STREAMSTREAMSTREAMSTREAMSTREAM S U N S E T A V E . E X T .HATCHER CT.SINGLETON LN.MATTOX CT.4304404504204304204104 5 0 440 4504 4 0 43 0 490480 470460450 5004704604504 3 0420420 510500480470460480450440440 450 4 7 0 46 0 4 8 04004104204304404004204104304404504 6 0 4704 6 0 450450440440420 420445 435 4454 5 5 O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESPARCEL 090A1-00-00-001D0SOUTHWOOD CHARLOTTESVILLE LLCR2 RESIDENTIALDB. 3375 PG. 063TELE. VAULTO.H. ELECTRICTELE. & TV LINESPROP.RWSAESMTEXISTING RWSA 20'WATERLINE ESMT.D.B. 1084 p. 714EXISTING RWSA 20'WATERLINE ESMT.D.B. 1024 p. 148 D.B.1029 p. 150PRIVATE 20' SANITARYSEWER EASEMENTD.B. 2984 p. 688SEE SHEETS C4.01 AND C4.07SEE SHEETS C4.03 AND C4.09SEE SHEETS C4.04 AND C4.10BLOCK 11BLOCK 9BLOCK 10BLOCK 8BLOCK 5BLOCK 7BLOCK 4BLOCK 6BLOCK 1BLOCK 12BLOCK 3BLOCK 2SEE SHEETS C4.02 AND C4.08PARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328PARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063PARCEL 07600-00-00-05100EAST CONGREGATION OF JEHOVAH'SWITNESSES; MORGAN DAVID ETAL TRSR2 RESIDENTIALDB. 3431 PG. 5440300'SCALE 1"=150'150'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 6/4/2020 5:35 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 BLOCKS & OVERALL PLANC4.001"=150'NOTE: BLOCK AREAS SHOWN PER CODE OFDEVELOPMENT "SOUTHWOOD PHASE I - ANEIGHBORHOOD MODEL DISTRICT CODE OFDEVELOPMENT." UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGPUGPUGPUGPUGPUGPUGPWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWO.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02'R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)TELE. VAULT191.47'20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'GRADINGEASEMENT10'20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.WWWWWWWWWWWWWWWWWWWWWSSSSANSANSANSSAN5'6'13'11'5'8'6'PLANTINGSTRIP5' CONCRETESIDEWALKR233'R267'R604'1817168"X8"CROSS8" CLASS 52 DIPWATER LINE90° BEND8"X8" TEESTUB OUTWATER LINE FORFUTURE PHASESFHA WITHGATE VALVEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPAVEMENT TO BEREPAIRED PERVDOT STANDARDSOVERHEAD POWER AND TELEPHONE LINESTO BE RELOCATED VERTICALLY TO MEETVDOT MINIMUM CLEARANCES FROM FINALGRADE. CONTRACTOR TO COODRINATEWITH UTILITY PROVIDERS ACCORDINGLY.CG-6 CG-6 ARVHICK O R Y S T R E E T 61' P U B L I C R / WROAD 161' PUBLIC R/WSTOP SIGNSPEED LIMIT SIGNGVROADNAME SIGNCG-1110+00 10+50 11+00 11+5 0 12+0 0 12+5 0 13+0 0 13+4 6 . 2 0 GVGVTIE TO EXISTING WATER LINE,COORDINATE WITH ACSA11.25° BEND± 375' TOAMBROSE COMMONS DR.± 815' TOSUNSET AVE. EXT.MILL ANDOVERLAYVDOTSTD. WP-25' BIKELANE10+0010+5011+0011+5012+0012+5013+0013+50STUB OUT WATERLINE FOR FUTUREDEVELOPMENTSTUB OUT WATERLINE FOR FUTUREDEVELOPMENT8"X8"TEE24'19RESIDUE #2114731 SFREFER TO SHEET C3.03 FORROAD 1 CONSTRUCTIONPHASING.R35'±197' TOBITTERNUT LN.20' ACSAEASEMENTR35'CONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)MILL & OVERLAY ASPHALTLEGEND: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 6/4/2020 5:36 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 LAYOUT & UTILITIES PLANC4.011"=30'KEY PLAN XXXXXUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPLINY ROADO.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02'R/WMANAGED STEEPSLOPES(TYPICAL)TELE. VAULTO.H. ELECTRICTELE. & TV LINES20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'20' PUBLIC DRAINAGEEASEMENT, TYP.GRADINGEASEMENTGRADINGEASEMENTGRADINGEASEMENTWWWWWWWWWWWWWWWWWWSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSCG-6CG-66'5'6'5'36'8'10'10'R277'R233'R233'R267'17161514131122.5° BENDSTUB OUTWATER LINE FORFUTURE PHASESFHA WITHGATE VALVEFHA WITHGATE VALVEARVARVPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEOVERHEAD POWER AND TELEPHONE LINESTO BE RELOCATED VERTICALLY TO MEETVDOT MINIMUM CLEARANCES FROM FINALGRADE. CONTRACTOR TO COODRINATEWITH UTILITY PROVIDERS ACCORDINGLY.ROAD 161' PUBLIC R/WSTOP SIGNSPEED LIMIT SIGNGVROADNAME SIGN± 375' TOAMBROSE COMMONS DR.10+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+00 STUB OUT WATERLINE FOR FUTUREDEVELOPMENT8"X8"TEE6' PLANTINGSTRIP8'REFER TO SHEET C3.03 FORROAD 1 CONSTRUCTIONPHASING.RESIDUE #1935805 SFCONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)MILL & OVERLAY ASPHALTLEGEND: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 6/4/2020 5:36 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 LAYOUT & UTILITIES PLANC4.021"=30'KEY PLAN XXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW.P.O. BUFFER WHARTON DRIVEPLINY ROADSTREAMSTREAM BUFFERPRESERVEDSTEEP SLOPES(TYPICAL)DAM BREAKINUNDATION ZONE(STATE)DDDD20' PUBLIC DRAINAGEEASEMENT, TYP.10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENTDDDGRADINGEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.GRADINGEASEMENTGRADINGEASEMENTD20' PUBLICDRAINAGEEASEMENT,TYP.WWWWWWWWWWWWSSSSSSSSSANSANSANSANSANSANSANSANSANSANSSANSANSANS SSAN SANSANWWWWWWWWWWWWWWWCG-6CG-6CG-6CG-6CG-6CG-6CG-6 CG-6CG-6 CG-6CG-6CG-65'CONCRETESIDEWALK5'6'28'6'5'5'6'5' CONCRETESIDEWALK6' PLANTINGSTRIP5'6'5'6'PLANTINGSTRIP6'5'6' PLANTINGSTRIP6'5'6'5'8'10'10'28'28'R397'R403'R597'R277'R218'29'29'141312109876511RESIDUE #1935805 SFTIMBER STEPS(TYP.)8"X8"TEE8" CLASS 52 DIPWATER LINESTUB OUTFOR FUTUREPHASES8"X8"TEE22.5° BEND22.5° BENDFHA WITHGATE VALVEFHA WITHGATEVALVEFHA WITHGATE VALVEFHA WITH14'3' SIDESETBACK5' FRONTSETBACK5' REARSETBACK3' SIDESETBACK5' REARSETBACK5' FRONTSETBACK5' REARSETBACK5' SIDESETBACK5' FRONTSETBACK3' SIDESETBACK3' SIDESETBACK5' REARSETBACK5' SIDESETBACK5' FRONTSETBACK3' SIDESETBACK5' FRONTSETBACK3' SIDESETBACK5' FRONTSETBACK5' FRONTSETBACKCG-12(TYP.)5' FRONTSETBACK5'5' REARSETBACK5' REARSETBACKCG-12CG-12CG-12(TYP.)CG-12(TYP.)CG-12(TYP.)5' SIDESETBACK3' SIDESETBACK5' FRONTSETBACKARVARVARVARVPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEGRAVELEMERGENCYACCESSWPO BUFFERROAD 153' PUBLIC R/W ROAD 2 54' PUBLIC R/W PROPOSEDBOUNDARYLINE (TYP.)20' PRIVATEACCESSEASEMENT28'CG-9(TYP.)OPEN SPACE36896 SFSPEEDLIMIT SIGNSPEEDLIMIT SIGNSTOPSIGN(3) REMOVABLEBOLLARDS WITHKNOX BOX41GVGV10+0010+5011+00 11+5012+0012+5013+00 10+0010+50SIGHTDISTANCEEASEMENTLOT 112518 SFLOT 28051 SFLOT 614873 SFLOT 32564 SFLOT 41639 SFLOT 51647 SFLOT 713145 SFLOT 83518 SFLOT 92830 SFLOT 102813 SFLOT 112891 SFLOT 141825 SFLOT 151606 SFLOT 161606 SFLOT 171606 SFLOT 182336 SFLOT 1348924 SFLOT 243120 SFLOT 123810 SFPUBLICACCESSEASEMENT27'5'5'3' SIDESETBACK3' SIDESETBACK5' FRONTSETBACK40' TRAILBUFFERPEDESTRIANCONNECTIONAREA28+10.2317+5018+0018+5019+0019+502 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 2 2 + 5 023+0023+5024+0024+5025+0025+5026+0026+5027+0027+50 CG-125'TRAILFUTURE TRAILCONNECTIONS18'20'18'10'(TYP.)CONDO #1CONDO #3XXXXXBOARDWALK. REFERTO LANDSCAPEPLANS FOR DETAILS.SPORT COURT.REFER TOLANDSCAPE PLANFOR DETAILS.810298 LF CLASS BTYPE 2 PEDESTRIANTRAILSTAIRS. REFERTO ARCH. PLANSFOR DETAILS(2) SHADESTRUCTURES.REFER TOLANDSCAPEPLANSFORDETAILS.(8) 6" RISERS WITHHANDRAIL(5) 6" RISERS WITHHANDRAIL(6) 6" RISERS WITHHANDRAILRAMP WITHHANDRAIL5'5'5'10.45'5'5'5'5'4'4'8.5'7'4.5'4'6'4.52'8'8'8'28'24'R25'R25'24'R25'24'R25'24'ROADNAME SIGN5'RETAINING WALL.REFER TO LANDSCAPEPLAN FOR DETAILS.(2) PARALLEL PARKINGSPACES FOR LOTS 4 AND 56" CURBW1.5" METER2"X1" CROSSSTUB OUTSSANS5/8" METER(TYP.)10' PUBLIC ACCESSEASEMENT40.38'40.37'50'107.66'22'40'20'40'20'18'(TYP.)TYPE IIIBARRICADELOT 403940 SF18'18'18'18'PRIVATEALLEYINTERIORGARAGE(TYP.)R25'R25'(1) 20' PARALLELPARKING SPACEFOR LOTS 4-5AND LOTS 8-11CONCRETE PADFOR TRASH CANSACCESS EASMENTMAINTENANCEEASEMENTSTOPSIGNCONCRETE PADFOR TRASH CANSRETAININGWALLSRETAININGWALLSRETAININGWALLRETAININGWALLSCONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)MILL & OVERLAY ASPHALTLEGEND: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 6/4/2020 5:37 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 LAYOUT & UTILITIES PLANC4.031"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN UGPUGPUGPUGPSANSANSANSANSANW.P.O. BUFFER100 YR. FLOODPLAINSTREAM PRESERVEDSTEEP SLOPES(TYPICAL)STREAM BUFFERPRESERVEDSTEEP SLOPES(TYPICAL)DAM BREAK INUNDAT IONZONE (STATE )DD10' PRIVATEDRAINAGEEASEMENT20' PUBLICDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.STORMWATER FACILITYACCESS & 20' PUBLICDRAINAGE EASEMENTDDDSTORMWATERFACILITY EASEMENTSTORMWATERFACILITY EASEMENTGRADINGEASEMENT10'DWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS S SANSANSANSANSANWWWWWWWWR25'R25'CG-6CG-6CG-6CG-6CG-6CG-6CG-6 CG-65'CG-6CG-6CG-6CG- 6 CG- 6 CG- 6 CG-6CG-6CG-65'CONCRETESIDEWALK5'5'5'CG-6 5'6'5' CONCRETESIDEWALK6' PLANTINGSTRIP5'6'5'6'PLANTINGSTRIP6'5'6' PLANTINGSTRIP6'5'6'5'6' PLANTINGSTRIP5'5'6'6' PLANTINGSTRIP (TYP.)5'28'28'R397'R403'R218'28'28'6'10'12'28'29'29'343332319876548" CLASS 52 DIPWATER LINE8" CLASS 52 DIPWATER LINESTUB OUTFOR FUTUREPHASES8"X8" TEE8"X8" TEE8"X8"TEESTUB OUTFOR FUTUREPHASESFHA WITHGATEVALVEFHA WITHGATE VALVEFHA WITHGATE VALVEFHA WITHGATE VALVE14'5' FRONTSETBACK5' SIDESETBACK3' SIDESETBACK5' FRONTSETBACK5' REARSETBACK3' SIDESETBACK5' REARSETBACK5' FRONTSETBACK5' REARSETBACK5' FRONTSETBACK5' REARSETBACKCG-12(TYP.)3' SIDESETBACK5' REARSETBACK5' FRONTSETBACK3' SIDESETBACK3' SIDESETBACK3' SIDESETBACK5' FRONTSETBACKCG-12CG-125' FRONTSETBACK5' FRONTSETBACK5' SIDESETBACK3' SIDESETBACK3' SIDESETBACK3' SIDESETBACK5' FRONTSETBACK3' SIDE SETBACK3' SIDESETBACK5' FRONTSETBACKCG-12(TYP.)5' FRONTSETBACK5' REARSETBACK5' FRONTSETBACKCG-12CG-12CG-12CG-12(TYP.)CG-12(TYP.)CG-12(TYP.)5' FRONTSETBACKARVARVARV5' SIDESETBACK5' REAR SETBACKPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEPROPOSEDTREE LINEBIORETENTION 1STUB OUT FORFUTURE PHASESSIGHTDISTANCEEASEMENTR O A D 1 5 3 ' P U B L I C R /WROAD 353' PUBLIC R/WROAD 2 54' PUBLIC R/W20' PRIVATEACCESSEASEMENT28'CG-9(TYP.)CG-9(TYP.)OPEN SPACE36896 SFPROPOSEDBOUNDARYLINE (TYP.)SPEEDLIMIT SIGNSTOPSIGNSPEEDLIMIT SIGNSPEED LIMIT SIGN414243GVGVGV10+5011+00 11+5012+0012+5013+0013+5014+0014+50 15+00 15+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5016+65.45SIGHTDISTANCEEASEMENT3' SIDESETBACKLOT 614873 SFLOT 41639 SFLOT 51647 SFLOT 713145 SFLOT 83518 SFLOT 92830 SFLOT 102813 SFLOT 112891 SFLOT 141825 SFLOT 151606 SFLOT 161606 SFLOT 171606 SFLOT 182336 SFLOT 192336 SFLOT 201606 SFLOT 211606 SFLOT 221606 SFLOT 231825 SFLOT 1348924 SFLOT 243120 SFLOT 251560 SFLOT 261357 SFLOT 271357 SFLOT 281697 SFLOT 291695 SFLOT 301358 SFLOT 321511 SFLOT 333616 SFLOT 341556 SFLOT 311355 SFLOT 3510755 SFLOT 3619647 SFLOT 372195 SFLOT 381971 SFLOT 3910537 SFPUBLICACCESSEASEMENTFUTURE TRAILCONNECTIONSR200'R200'27'3' SIDESETBACK3' SIDESETBACKSETBACKFUTURE TRAILCONNECTIONSPEDESTRIANCONNECTIONAREA28+10.2324+0024+5025+0025+502 6 + 0 0 2 6 + 5 0 2 7 + 0 027+50CG-1218'20'18'10'(TYP.)18'20'18'10'(TYP.)CONDO #1CONDO #2CONDO #3CONDO #4XXXXXXXBOARDWALK. REFERTO LANDSCAPEPLANS FOR DETAILS.SPORT COURT.REFER TOLANDSCAPE PLANFOR DETAILS.8101110403 LF CLASS B TYPE 1 PRIMITIVETRAIL. APPROX. LOCATION OF MULCHTRAIL. ROUTE TO BE FIELD LOCATEDTO ACHIEVE RECOMMENDED SLOPESAND TO AVOID EXISTING TREESLARGER THAN 8" CALIPERSTAIRS. REFERTO ARCH. PLANSFOR DETAILSSTAIRS. REFERTO ARCH. PLANSFOR DETAILS6'(2) SHADESTRUCTURES.REFER TOLANDSCAPEPLANSFORDETAILS.RISERS WITHHANDRAIL. SEELANDSCAPE PLANFOR DETAILS. (TYP.)(8) 6" RISERS WITHHANDRAIL(5) 6" RISERS WITHHANDRAIL(6) 6" RISERS WITHHANDRAIL(8) 6" RISERS WITHHANDRAIL(6) 6" RISERS WITHHANDRAIL(6) 6" RISERS WITHHANDRAIL(3) RISERS WITHHANDRAILRAMP WITHHANDRAILRAMP WITHHANDRAIL5'5'5'10.45'5'5'5'5'5'4'4'8.5'7'4.5'4'5'4'5'6'4.52'8'8'8'8'R25'24'R25'R30'24'24'R25'25.36'16'R30'R1'R2'24'24'24'ROADNAME SIGNR2'R5'R5'5'5'5'8'14'5'5'RETAINING WALL.REFER TO LANDSCAPEPLAN FOR DETAILS.(TYP.)10' PUBLIC ACCESSEASEMENT(2) PARALLEL PARKINGSPACES FOR LOTS 4 AND 5RESIDUE #1935805 SF6" CURBW1.5" METER8"X2" TEE2"X1" CROSS2"X1" CROSSSTUB OUTSSSANSSANS5/8" METER(TYP.)2" DIP5/8" METER (TYP.)40.38'40.37'50'107.66'22'40'20'40'20'40'40'5' REARSETBACK(TYP.)18'20.88'18.61'24.5'R25'65°'TYPE IIIBARRICADETYPE IIIBARRICADESTOPSIGN18'18'18'18'PRIVATEALLEY20' ACSAEASEMENTINTERIORGARAGE(TYP.)R25'R25'TYPE IIIBARRICADE2.5'(5) 20' PARALLELPARKING SPACES FORLOTS 13-23 AND LOT 34(2) PARALLELPARKING SPACESFOR LOTS 25-32(1) PARALLELPARKINGSPACE FORLOTS 37-38CONCRETE PADFOR TRASH CANSCONCRETE PADFOR TRASH CANSPRIVATEACCESSWAYMAINTENANCEEASEMENTACCESS EASMENTMAINTENANCEEASEMENTR25'R25'STOPSIGNCONCRETE PADFOR TRASH CANSCONCRETE PADFOR TRASH CANSRETAININGWALLSRETAININGWALLSRETAININGWALLSRETAININGWALLRETAININGWALLRETAININGWALLSRETAININGWALLRETAININGWALLSLANDSCAPEEASEMENTSANSANSANSSANSANSS31220' ACSAEASEMENTCONCRETE SIDEWALKHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTGRAVELBIORETENTION PLANTINGSTONE DUSTBOARDWALK (BY OTHERS)MILL & OVERLAY ASPHALTLEGEND: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 6/4/2020 5:37 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 LAYOUT & UTILITIES PLANC4.041"=30'0SCALE 1"=30'60'30'NAD 83KEY PLANINSETMATCH LINE - SEE INSETMATCH LINE XXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUCATVUCATVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWSANSANSANSANSANW.P.O. BUFFERW.P.O. BUFFER(EX.P R I V A T E R O A D )WHARTON DRIVEPLINY ROADBITTERNUT LANE100 YR. FLOODPLAIN HICK O R Y S T R E E TMANAGEDSTEEP SLOPES(TYPICAL)VDOT SIGHTDISTANCEEASEMENTPRESERVEDSTEEPSLOPES(TYPICAL)EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7EX.SAN.MH 25(WATERTIGHT)TOP = 396.2I.I.= 389.0I.O.= 389.8EX.SAN.MH 26(WATERTIGHT/VENTED)TOP = 396.1I.I.= 390.8I.O.= 390.6EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESW . P . O . B U F F E R 110.02' R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)PRESERVEDSTEEP SLOPES(TYPICAL)TELE. VAULTO.H. ELECTRICTELE. & TV LINESDAM BREAK INUNDATIONZONE (STATE) D A M B R E A K IN U N D A T I O N Z O N E (S T A T E )MCI LONG DISTANCEFIBER OPTIC LINE191.47'PRIVATE 20' SANITARYSEWER EASEMENTD.B. 2984 p. 688DDDDDDDDDDWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSANSANSSANSS SSSW WWWSXXBLOCK 12BLOCK 11BLOCK 10BLOCK 9BLOCK 8BLOCK 7BLOCK 6BLOCK 5BLOCK 4BLOCK 3BLOCK 1BLOCK 2BLOCK 2ADUADUADUADUADUADUADUADUADUADUADUADUADUADUADUADUADUADU(6)ADU(4)ADUADUADUADUADUADUADUADUADUADUA D U A D U (6)ADU(4)ADUJOB 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 - HOUSING AND DENSITY LAYOUT.dwg | Plotted on 6/4/2020 5:38 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 HOUSING & DENSITY PLANC4.051"=100'0SCALE 1"=100'200'100'NAD 83TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARYLAND USEDESIGNATIONBLOCKDENSITY RANGEREQUIRED(UNITS/ACRE)DENSITYPROVIDED(UNITS/ACRE)AREA(AC.)DWELLING UNITRANGE REQUIREDAFFORDABLEDWELLING UNITSPROVIDED (ADU)GREEN SPACE &BUFFER1200008.01.40000NEIGHBORHOODDENSITY343-63-62.11.31.51.54-125-1432URBAN DENSITYRESIDENTIALVILLAGE56-183.47.160-12744NEIGHBORHOODMIXED USE /NEIGHBORHOODPLACES67890-280-180-180-3400001.10.61.01.80-310-120-170-610000URBAN DENSITYMIXED USE1011126-346-346-340001.85.43.011-6220-18213-102000TOTAL34.0150-450490000000000000NUMBER OF LOTSPROVIDED004328022000039MARKET RATEDWELLING UNITSPROVIDED XXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUCATVUCATVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWSANSANSANSANSANW.P.O. BUFFERW.P.O. BUFFER(EX.P R I V A T E R O A D )WHARTON DRIVEPLINY ROADBITTERNUT LANE100 YR. FLOODPLAIN HICK O R Y S T R E E TMANAGEDSTEEP SLOPES(TYPICAL)VDOT SIGHTDISTANCEEASEMENTPRESERVEDSTEEPSLOPES(TYPICAL)EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7EX.SAN.MH 25(WATERTIGHT)TOP = 396.2I.I.= 389.0I.O.= 389.8EX.SAN.MH 26(WATERTIGHT/VENTED)TOP = 396.1I.I.= 390.8I.O.= 390.6EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESW . P . O . B U F F E R 110.02' R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)PRESERVEDSTEEP SLOPES(TYPICAL)TELE. VAULTO.H. ELECTRICTELE. & TV LINESDAM BREAK INUNDATIONZONE (STATE) D A M B R E A K IN U N D A T I O N Z O N E (S T A T E )MCI LONG DISTANCEFIBER OPTIC LINE191.47'PRIVATE 20' SANITARYSEWER EASEMENTD.B. 2984 p. 688XXBLOCK 12BLOCK 11BLOCK 10BLOCK 9BLOCK 8BLOCK 7BLOCK6BLOCK 5BLOCK 4BLOCK 3BLOCK 2BLOCK 2BLOCK 1LEGENDOPEN SPACEGREEN SPACERECREATIONAL/AMENITYSPACEJOB 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 - OPEN SPACE PLAN.dwg | Plotted on 6/4/2020 5:38 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 OPEN SPACE PLANC4.061"=100'0SCALE 1"=100'200'100'NAD 83TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARYBLOCKSTEEP SLOPES(ACRES)OPEN SPACEREQUIRED(ACRES)TRAIL & PATHAMENITYREQUIRED(ACRES)MINIMUM RECREATIONALAMENITIES & CIVIC SPACEREQUIRED121.800.105.971.100.050.202,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL340000005-8000.12500 SF NEIGHBORHOOD PARK9-11000.5012000TOTALREC. AMENITY& CIVICSPACES REQ.(ACRES)0.110.130.150000600 LF CLASS B TYPE 2 TRAILSA4,000 SF NEIGHBORHOODPARK OR REC. AMENITYC500 SF NEIGHBORHOOD PARK2,170 LF CLASS B TYPE 2 TRAILSB5,000 SF RECREATIONAL AMENITYC6,500 SF ACTIVE USE REC. AMENITY1.907.070.870.39TOTAL GREENSPACEREQUIRED(ACRES)8.001.300.230.630.1510.31TOTAL GREENSPACEPROVIDED(ACRES)0.750.271.032.05OPEN SPACEPROVIDED(ACRES)0.800.30001.39002.49TRAIL & PATHAMENITYPROVIDED(ACRES)0.050.03000.02000.10REC. AMENITY& CIVICSPACES PROV.(ACRES)0.050.03001.07001.15RECREATIONAL AMENITIES &CIVIC SPACE PROVIDED4,925 SF SPORT COURT1,866 SF TOT LOT985 SF COMMUNITY GARDEN3,080 SF GARDEN5,587 SF PARK3,940 SF PARK1,855 SF PARK113 LF TRAIL PEDESTRIAN CONNECTIONS403 LF CLASS B TYPE 1 PRIMITIVE TRAIL298 LF CLASS B TYPE 2 PEDESTRIAN TRAILTOTAL AMENITYSPACEREQUIRED(SF)10,0008,70010,50022,7006,50058,400TOTAL AMENITYSPACEPROVIDED(SF)2,0111,48923,359 SF00000000000026,859A THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8.B FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11.C SPACE REQUIREMENT IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS.NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD-OUTSOF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100THBUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTINGSOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300THCERTIFICATE OF OCCUPANCY IN PHASE 1. UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGPUGPUGPUGPUGPUGPUGPWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWW488.8492.5496.9510.4494.6490.8489.5BEECH490480 500510 O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02'R/WPARCEL 07600-00-00-051A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4706 PG. 198TELE. VAULT191.47'WWWWWWWWWWWWWWWWWWWWWSSSSANSANSANSSAN20' ACSAEASEMENT510504172170168166164162160158506508169167165161171159163509507505OUTLET PROTECTIONOP6, SEE SHEET C3.0220' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'488488 491 490 489489489 480485 490 485490490 495491 492 493494496497498500 505490 489491 492 493 487488484492492491491492 485490488489485483484486487490480 480479481482 475480490486487488485483484486600601GRADINGEASEMENTREFER TO SHEET C3.03 FORROAD 1 CONSTRUCTIONPHASING.49910'20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.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\C4.2 - GRADING AND DRAINAGE.dwg | Plotted on 6/4/2020 5:40 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 GRADING & DRAINAGE PLANC4.071"=30'KEY PLAN XXXXXUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP432.4424.6450.2472.6472.5478.2477.2488.8476.426"OAK 26"BEECH490480 470 460 450O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02'R/WPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063MANAGED STEEPSLOPES(TYPICAL)TELE. VAULTO.H. ELECTRICTELE. & TV LINESWWWWWWWWWWWWWWWWWWSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANS166164162160158156154152150148502500146165161157153149501147159155151163OUTLET PROTECTIONOP5, SEE SHEETC3.0220' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'460455455 460 4 6 5 470 475 480 485 49 0 49148549048848948548348448648749 0 480 464475480471472473474476477478479481482 470 468 469 465 464 466 467 461462463 460458 455450445454 45645745845947047548049020' PUBLIC DRAINAGEEASEMENT, TYP.GRADINGEASEMENTGRADINGEASEMENTGRADINGEASEMENTREFER TO SHEET C3.03 FORROAD 1 CONSTRUCTIONPHASING.153A154A154B153BLOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.01.LOCATION OF CD-2.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.01.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.01.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONC8.02.0SCALE 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\C4.2 - GRADING AND DRAINAGE.dwg | Plotted on 6/4/2020 5:40 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 GRADING & DRAINAGE PLANC4.081"=30'KEY PLAN XXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP454.7456.9453.2451.5414.1414.7416.4415.1450.2465.5463.8463.4452.9446.8W.P.O. BUFFER 26"W.OAK18"MAPLE 15"SYCAMORESTREAM 4 5 0 4504 4 0450450440420435 445STREAM BUFFERPRESERVEDSTEEP SLOPES(TYPICAL)DAM BREAKINUNDATION ZONE(STATE)WWWWWWWWWWWWSSSSSSSSSANSANSANSANSANSANSANSANSANSANSSANSANSANS SSAN SANSANWWWWWWWWWWWWWWW20' PRIVATEACCESSEASEMENTSIGHTDISTANCEEASEMENTXXXXXWSSANSLOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.GABION BASKETFOREBAY WALL(SEE SHEET C6.0)4" PERFORATED SCH. 40PVC UNDERDRAIN (TYP.)DDD152150148502500146144142138136222220218134214212210132208206204400402404302D108202120124216130128406149143135209137211141301213215219223221403401207205119203501147145151133131405129127125123217201OUTLET PROTECTIONOP5, SEE SHEETC3.0220' PUBLIC DRAINAGEEASEMENT, TYP.10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT4" CLEANOUT (TYP.)121122431.9300430 435435435 44046 04554 4 7 4474484494 4 5 4 5 1 4524 5 3 4 5 4 440 445439441 442 443 444 4 4 6 440 445450 455 46 0 461462460458 4554504454 5 5 4 5 44504 4 5 4 4 0 4 4 5440436437438439435430425425430415420418419416417425 450 4 5 5 4 3 5 4 2 6430440439442438439433434432433433434441442443 445446447448449451452453454456457458459450449451452433434444434 4 3 0 4 5 0449 4 5 1 446 447 448 449445 444 139140DDD447448 446447448449450451452227229231232233237234238239240235236433431432 440437438439441403A404A436 437 438136A135A203A202AGRADINGEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.GRADINGEASEMENTGRADINGEASEMENT228230107420425430435440420 425D LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.01.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.210A210B209A209BLOCATION OF CD-2.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.208B208A207A207BLOCATION OF CD-2.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.03.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.03.223B224B223A224A143A144A144B143BRIPRAPSPLASH PAD20' PUBLICDRAINAGEEASEMENT,TYP.SWM AJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40919-Southwood_Redev\DWG\Sheet\CD\C4.2 - GRADING AND DRAINAGE.dwg | Plotted on 6/4/2020 5:40 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 GRADING & DRAINAGE PLANC4.091"=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 5 0 44 0PRESERVEDSTEEP SLOPES(TYPICAL)460450450440420 420445 435 455STREAM BUFFERPARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328PRESERVEDSTEEP SLOPES(TYPICAL)DAM BREAK INUNDAT IONZONE (STATE )WWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS S SANSANSANSANSANWWWWWWWWSIGHTDISTANCEEASEMENT20' PRIVATEACCESSEASEMENTSIGHTDISTANCEEASEMENTXXXXXXXWSSSANSSANS20' ACSAEASEMENTLOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.GABION BASKETFOREBAY WALL(SEE SHEET C6.0)GABION BASKETFOREBAY WALL(SEE SHEET C6.0)4" PERFORATED SCH. 40PVC UNDERDRAIN (TYP.)4" CLEANOUT (TYP.)4" PERFORATED SCH. 40PVC UNDERDRAIN (TYP.)D420418416116224226222220218134214212208206204400402404302106D108110112412414114200202120100216406209211417B419115113111109105413301213215219223225221403401407207205119203405411123103417217201OUTLET PROTECTIONOP5, SEE SHEETC3.0210' PRIVATEDRAINAGEEASEMENT20' PUBLICDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.STORMWATER FACILITYACCESS & 20' PUBLICDRAINAGE EASEMENT4" CLEANOUT (TYP.)408104121122102410431.93004 3 0 4 3 5435 435440440445450 460455450445 4 4 7 4474484494 4 5 456457455 4 5 1 4524 5 3 4 5 4 456457440 445439441 442 443 444 4 4 6 440 450 455 451 452 453 454 456 457 4404364374384394 3 5 4 2 5 420 425430415414416415414416415414420 4 1 8 4 1 94164 1 7 4 2 5 4 4 5445443444 430435 440420425430435 440445435450440440445455 456 457 458 4464474484 4 9 4504554604604574584594 6 1457 45044043944544244344444043 8 439433 434 432 4334334344414504494514524354334344374384364464474484 5 0 4494 5 1 4 5 2 45 3 45 4 460 459 461 462 44 1 434 4094 5 0449 4 5 1 445 444DDD 456457458459 460 459 461 447448 446447448449450451452STORMWATERFACILITY EASEMENTSTORMWATERFACILITY EASEMENT227229231232233237234238239240241242235236455 4 3 34314 3 2 440437438439441403A404A436 437 438203A202AGRADINGEASEMENT228230101458458458 10'107420 D210A210B209A209BLOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.02.208B208A207A207BLOCATION OF CD-2.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.03.LOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.03.223B224B223A224ALOCATION OF CD-1.4" PVC TO DRAIN TONEAREST STORMSTRUCTURE. SEEROAD PROFILE ONSHEET LOCATION OF CD-1.4" PVC TO DRAINTO NEARESTSTORMSTRUCTURE. SEEROAD PROFILE ONSHEET C8.04.415416B416A417A411A412ARIPRAPSPLASH PADRIPRAPSPLASH PADOUTLET PROTECTIONOP1, SEE SHEETC3.02411411412412SANSANSAN409.0406.7408.7406.9100 YR . FLOODPLA IN 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\C4.2 - GRADING AND DRAINAGE.dwg | Plotted on 6/4/2020 5:40 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 GRADING & DRAINAGE PLANC4.101"=30'0SCALE 1"=30'60'30'NAD 83KEY PLANINSETMATCH LINE - SEE INSETMATCH LINE WWSSANWWWWWDD426430443444430TS444.00'BS439.10'BS434.10'BS430.10'BS426.00'TS439.00'TS434.00'TS430.00'WWWWWSANSANSANSANSAN451 452450449451452447448 446447448449450TS449.04'BS445.54'TS450.49'TS448.98'BS446.48'BS448.49'452.23'450.98'449.02'449.14'448.99'448.62'TC448.68'448.78'TC448.84'TC452.03'TC452.46'TC451.71'TC451.35'TC452.31'TC452.57'TC449.79'451.09'451.09'449.09'451.09'449.09'449.09'452.56'452.56'WWWWWWWSANSANSAN455450456 457 458 459TS457.42'TS454.92'TS452.42'TS449.92'TS447.32'TS444.81'TS442.27'BS455.02'BS452.52'BS450.02'BS447.52'BS444.98'BS442.47'BS439.92'0SCALE 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\C4.7 - DETAILED GRADING.dwg | Plotted on 6/4/2020 5:42 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 DETAILED GRADING PLANC4.111"=30'KEY PLAN WWWSSSANSANSANSANSANSANSANSANSANSANSANSANSANS SANSANSANSANSANSANSANSANSANWWWWWWWWWWWXXXXXXXXXXXXXXXXD435435435 440 445439441 442 443 444 4 4 6 440436437438 44043944244043 8 439434433434433431432 440437438439441436 437 438438.43'440.84'BS441.49'TS445.49'TS441.13'TS444.87'TS448.11'TS451.35'BS448.35'BS445.11'BS441.87'BS439.63'BW434.30'BW431.07'BW431.54'TW433.54'TW433.07'BW432.41'TW434.41'TW435.64'BW433.64'TW436.30'BW431.75'TW433.63'TW435.46'BW433.61'439.24'439.07'438.86'BW441.84'TW444.79'TW444.92'BW442.50'BW441.82'BW440.87'BW445.24'BW445.09'BW448.33'BW448.48'BW448.33'BW448.48'BW445.09'BW445.24'TW448.16'TW448.03'TW451.30'TW451.43'TW451.37'TW451.50'TW448.16'TW448.03'TW444.79'TW444.92'BW441.26'TW444.83'TW444.53'BW441.00'TW443.18'TW442.10'BW439.67'TW441.19'438.61'438.97'438.76'TW440.60'TW439.05'TW438.62'BW437.35'BW437.35'TS439.15'BS438.15'440.89'441.00'438.38'437.35'TW439.82'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\C4.7 - DETAILED GRADING.dwg | Plotted on 6/4/2020 5:42 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 DETAILED GRADING PLANC4.121"=30'0SCALE 1"=10'20'10'NAD 83KEY PLAN WWWWWWWWWWWWWWWWWWWSSSANSANSANSANSANSANSANSANSANSSANSANSANSANSANSANSANXXXXXWSANSANSANSANSANSAN460 456 457 4554 5 4 456457450 455 451 452 453 454 456 457 445 446447448449 4604574584594 6 1457 445442443444440447D456 457 458 459 460 459 461458 458458 DTW456.77'BW452.84'TW457.00'BW457.37'TW457.85'BW457.46'TW457.50'BW452.90'TS457.87'BS456.37'TS456.27'BS454.77'TS454.67'BS453.17'TS453.07'BS451.57'TS451.47'BS449.97'TS449.87'BS448.37'TS448.27'BS446.77'TS445.62'BS443.12'TS456.88'TS457.28'TS459.27'TS458.92'BS453.38'BS454.65'BS456.54'BS457.92'456.09'457.29'BW443.07'BW443.46'BW443.85'BW446.09'BW443.12'BW443.16'BW440.95'BW441.07'BW440.24'TW442.41'TW442.38'TW442.54'TW442.76'BW440.23'TW445.38'TW445.52'TW445.64'TW445.70'BW450.59'TW442.76'TW442.28'BW441.50'BW441.14'TW443.23'TW442.82'TS439.87'BS439.37'TS443.04'BS443.62'TS444.76'BS443.89'TW446.79'TW447.50'TW448.27'TW446.14'BW446.23'BW453.48'TW453.48'TW456.97'TW455.17'BW453.87'BW453.43'TW456.83'TW456.94'BW453.49'BW456.11'457.40'457.29'TW457.35'BW452.67'TC460.81'TC460.58'460.47'460.70'TC456.79'TC457.07'TC457.56'TC457.21'457.25'459.25'457.25'459.25'457.25'459.25'457.51'457.51'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40919-Southwood_Redev\DWG\Sheet\CD\C4.7 - DETAILED GRADING.dwg | Plotted on 6/4/2020 5:42 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 DETAILED GRADING PLANC4.131"=30'0SCALE 1"=10'20'10'NAD 83KEY PLAN UGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP26"OAK 26"BEECH110.02'R/WPARCEL 09000-00-00-001A0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 3375 PG. 063OLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)MANAGED STEEPSLOPES(TYPICAL)WWWWWWWWWWWWWWWWWWWWWWWWSSSSSSANSANSANSANSANSANSANSANSANSSAN6'5'5'6'13'11'5'8'6'PLANTINGSTRIP5' CONCRETESIDEWALK36'R233'R233'R267'R604'24'R35'20' ACSAEASEMENTR35'20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10'GRADINGEASEMENTGRADINGEASEMENTGRADINGEASEMENT10'20' PUBLIC DRAINAGEEASEMENT, TYP.20' PUBLIC DRAINAGEEASEMENT, TYP.10+00 10+50 11+00 11+5 0 12+0 0 12+5 0 13+0 010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50S41° 1 6 ' 4 6 " E 189. 0 5 ' S55°19'16"E 9.12'S34°52'03"W99.50'S13°23'17"W9.36'S31°19'26"W233.89'S47°01'08"W141.32'1D = 14°02'30"R = 604.00T = 74.39L = 148.03C = 147.66PC = 10+09.12PI = 10+83.51PT = 11+57.15HICKORY STREET CLCURVE2D = 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 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 6/4/2020 5:44 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PLANC5.001"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN XXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW.P.O. BUFFER WHARTON DRIVEPLINY ROAD26"W.OAK18"MAPLE 15"SYCAMORESTREAMSTREAM BUFFERPRESERVEDSTEEP SLOPES(TYPICAL)DAM BREAKINUNDATION ZONE(STATE)WWWWWWWWWWWWSSSSSSSSSANSANSANSANSANSANSANSANSANSANSSANSANSANS SSAN SANSANWWWWWWWWWWWWWWW5'CONCRETESIDEWALK5'6'28'6'5'5'6'5' CONCRETESIDEWALK6' PLANTINGSTRIP5'6'5'6'PLANTINGSTRIP6'5'6' PLANTINGSTRIP6'5'6'5'8'10'10'28'28'R397'R403'R597'R277'R218'29'29'14'5'20' PRIVATEACCESSEASEMENT28'SIGHTDISTANCEEASEMENT27'5'5'40' TRAILBUFFER18'20'18'10'(TYP.)XXXXX8105'5'5'10.45'5'5'5'5'4'4'8.5'7'4.5'4'6'4.52'8'8'8'28'24'R25'R25'24'R25'24'R25'24'5'WSSANS40.38'40.37'50'107.66'22'40'20'40'20'18'(TYP.)18'18'18'18'R25'R25'(1) 20' PARALLELPARKING SPACEFOR LOTS 4-5AND LOTS 8-11DDDD20' PUBLIC DRAINAGEEASEMENT, TYP.10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENTDDDGRADINGEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.GRADINGEASEMENTGRADINGEASEMENTD20' PUBLICDRAINAGEEASEMENT,TYP.17+5018+0018+5019+0019+502 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 2 2 + 5 023+0023+5024+0024+5025+0025+5026+0026+5027+5028+00S 1 0 ° 2 4 ' 3 8 " E 2 3 8 . 6 7 '10+0010+5011+00 11+5012+0013+00 S79°28'50"E57.01'S57°54'10"E 306.34'10+0010+505D = 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 CLCURVE9D = 21°34'40"R = 218.00T = 41.54L = 82.10C = 81.62PC = 10+57.01PI = 10+98.55PT = 11+39.11ROAD 2 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 6/4/2020 5:44 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PLANC5.011"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN UGPUGPUGPUGPSANSANSANSANSANW.P.O. BUFFER100 YR. FLOODPLAINSTREAM PRESERVEDSTEEP SLOPES(TYPICAL)STREAM BUFFERPARCEL 09000-00-00-001E0SOUTHWOOD CHARLOTTESVILLE LLCNEIGHBORHOOD MODEL DISTRICTDB. 4773 PG. 328PRESERVEDSTEEP SLOPES(TYPICAL)DAM BREAK INUNDAT IONZONE (STATE )WWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS S SANSANSANSANSANWWWWWWWWR25'R25'5'5'CONCRETESIDEWALK5'5'5'5'6'5' CONCRETESIDEWALK6' PLANTINGSTRIP5'6'5'6'PLANTINGSTRIP6'5'6' PLANTINGSTRIP6'5'6'5'6' PLANTINGSTRIP5'5'6'6' PLANTINGSTRIP (TYP.)5'28'28'R397'R403'R218'28'28'6'10'12'28'29'29'14'SIGHTDISTANCEEASEMENT20' PRIVATEACCESSEASEMENT28'SIGHTDISTANCEEASEMENTR200'R200'27'18'20'18'10'(TYP.)18'20'18'10'(TYP.)XXXXXXX81011106'5'5'5'10.45'5'5'5'5'5'4'4'8.5'7'4.5'4'5'4'5'6'4.52'8'8'8'8'R25'24'R25'R30'24'24'R25'25.36'16'R30'R1'R2'24'24'R2'R5'R5'5'5'5'8'14'5'5'WSSSANSSANS40.38'40.37'50'107.66'22'40'20'40'20'40'40'(TYP.)18'20.88'18.61'24.5'R25'65°'18'18'18'18'20' ACSAEASEMENTR25'R25'2.5'(5) 20' PARALLELPARKING SPACES FORLOTS 13-23 AND LOT 34(2) PARALLELPARKING SPACESFOR LOTS 25-32(1) PARALLELPARKINGSPACE FORLOTS 37-38R25'R25'DD10' PRIVATEDRAINAGEEASEMENT20' PUBLICDRAINAGEEASEMENT10' PRIVATEDRAINAGEEASEMENT20' PUBLIC DRAINAGEEASEMENT, TYP.STORMWATER FACILITYACCESS & 20' PUBLICDRAINAGE EASEMENTDDDSTORMWATERFACILITY EASEMENTSTORMWATERFACILITY EASEMENTGRADINGEASEMENT10'D24+0024+5025+0025+502 6 + 0 0 2 6 + 5 0 27+ 5028+0010+5011+00 11+5012+0013+0013+5014+0014+50 15+00 15+50S79°28'50"E57.01'S57°54'10"E 306.34'S82°44'43"E29.61'10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5016+65.45S88°48'14"E275.58'N7°15'17"E96.86 '7D = 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 CLCURVE9D = 21°34'40"R = 218.00T = 41.54L = 82.10C = 81.62PC = 10+57.01PI = 10+98.55PT = 11+39.11ROAD 2 CLCURVE10D = 24°50'33"R = 200.00T = 44.05L = 86.72C = 86.04PC = 14+45.44PI = 14+89.49PT = 15+32.16ROAD 2 CLCURVE11D = 83°56'29"R = 200.00T = 179.90L = 293.01C = 267.50PC = 12+75.58PI = 14+55.48PT = 15+68.59ROAD 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 6/4/2020 5:44 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PLANC5.021"=30'0SCALE 1"=30'60'30'NAD 83KEY PLAN WWWWWWWWUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWW496.9500.7510.4498.9460 510 500488489489489 485490490 491 492 49348948748848448648748848548348448610+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+12.78SIGHT DISTANCE LEFT - 500'SIGHT DISTANCE RIGHT - 615'OLD LYNCHBURG ROADSTATE ROUTE 631HORIZ 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 PROFILESC5.03AS 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 6/4/2020 5:45 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 NAD 830SCALE 1"=40'80'40' WWW WWWWWWWW W W WSSSAN SSAN X X X X X XXXX X X X XXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTUGTOHT OHT OHT OHT OHT OHT OHT UGT UGT UGT UGT UGT UGT UGP UGPUGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGP UGP SAN SAN SAN SAN SAN SAN SANSANSANSANWWWWWOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP 462.4 475.0 475.2 488.8 492.5 474.8 473.2 49 0 50 0 E X . S A N . M H T O P = 4 7 5 . 4 I.I . = 4 6 9 . 5 I. O . = 4 6 9 . 3 488488491490489489489490485 490490491492493490489491492493487 488484492492 491 4 9 1 4 9 2 4 9 0 4 8 9 490490 486487488485483484486 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 PROFILESC5.04AS 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 6/4/2020 5:46 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 NAD 830SCALE 1"=30'60'30'HICKORY STREETOLD LYNCHBURG ROADSTATE ROUTE 631 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 - 38'TO END OF ROAD 1SDR - 280'WWWWWWWWWWWWXXXXXSANUGTUGTUGTUGTUGTUGPUGPOHP454.7453.2451.5452.9446.8440 450450440435 PRESERVEDSTEEP SLOPES(TYPICAL)DDD435440447447448449445451452440445439441442443444446 440445 45 0 450445440445440436437438439435430425450455435426430440439445442443444440438439 441442443445446447 448449451452450449451444430450449451446447 448 449445444 D447448 446447448449450451452440 437438439441436437438 420425430435440425D10+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'WWWWWWWWWWWWXXXXOHPOHPOHPOHP440.8451.5414.1414.7452.9436.7W.P.O. BUFFER100 YR. FLOODPLAIN430440420435 PRESERVEDSTEEP SLOPES(TYPICAL)DD43043543543544044044544 0 445439 4 4 1 4 4 2 4 4 3 4 4 4 4464404404364374384394354304254 2 0 425 430 415414416415414416415414420418419416417425430 435 440440 439440438439 4 3 3 4 3 4 4 3 2 433433 434441442 44343543343443743843643 4 4 4 5 44 4 DDD4 4 7 4 4 8 446 447 4334314324404374384394414 3 6 4 3 7 438 420425430435440420 D10+0010+5011+0011+5012+0012+5013+00SIGHT DISTANCE LEFT - 44'SIGHT DISTANCE RIGHT - 280'SIGHT DISTANCE PROFILESC5.05AS 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 6/4/2020 5:46 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020PROFILE SCALE00505NAD 830SCALE 1"=40'80'40'NAD 830SCALE 1"=40'80'40'ROAD 1ROAD 2 ROAD 1R O A D 2 ROAD 3 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 - 208'TO END OF ROAD 3WWWWWWWW WWWWWWWWXXXXX S A N414.1463.5436.7430420 440 P R E S E R V E D S T E E P S L O P E S ( T Y P I C A L ) 460420445435PRESERVEDSTEEP SLOPES(TYPICAL)DD430 435435435440 44 5 450445450455451452453454456457436 437 438 439425420425430415414416415414416415414420418419416417425 445 44 5 44 3 4 4 4430435440420425430 43544044543545044044045545644 6 447 448 449 460 459 461457439445 442443 444 440438439433434432433433434435433434437438436 44 6 447 448 450 449 451 452 453 454441 434DDD456457458459460459461455433431432 440 437438439441436437438 458 458458420D10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5014+99.19SIGHT DISTANCE LEFT - 220'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 - 220' TO ROAD 1INTERSECTIONSDR - 280' W W W WWWW W W U G T UGT UGP UG P UGP UGPUGPUGP SAN462.9 463.9 408.9 463.5 395.625"OAK4 2 0 430460445455445450 460 455450445457 450 45 5 45 1 45 2 45 3 45 4 45 6 45 7 445445443444440 440 445435 45044044044545 5 45 6 457 458 4464474484494504554604604574584594614574454464474484504494514 5 2 4 5 3 4 5 4 460 459 461 462 4 4 1 D456 45745 8 45 9 460 459 461 455458458458 D 10+0010+5011+0011+5011+53.85SIGHT DISTANCE LEFT - 208'SIGHT DISTANCE PROFILESC5.06AS 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 6/4/2020 5:46 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020PROFILE SCALE00505NAD 830SCALE 1"=40'80'40'NAD 830SCALE 1"=40'80'40'ROAD 3ROAD 2ROAD 3ROAD 2 WW W W WWWWWWWWXXXXXWSANSAN UGTUGTUGTUGTUGPUGPUGPUGP463.9446.8 463.5450440460450445435455D445450460 45544 5 456457455451452453454456457440445439441442443444446450455451452453454456457445445 45 0 4 4 0 455456457458446 447448449450 455 460460457458459461457439445442443444440438439450449451452446447448450449 451452453454460459461462D 456457458459460459461448455440437438439441438 458458 458DSIGHT DISTANCE RIGHT - 124'SIGHT DISTANCE LEFT - 280'10+0010+5011+0011+5012+0012+5013+0013+5014+0014+15.90HORIZ SCALE: 1"=50'VERT SCALE: 1"=5TOWNHOUSE PARKING TO ROAD 2 SIGHT DISTANCE PROFILE440445450455460465470440445450455460465470HORIZ SCALE: 1"=50'VERT SCALE: 1"=5PRIVATE ALLEY TO ROAD 2 SIGHT DISTANCE PROFILE435440445450455460465435440445450455460465HORIZ SCALE: 1"=50'VERT SCALE: 1"=5CONDO PARKING TO ROAD 3 SIGHT DISTANCE PROFILE4404454504554604654704404454504554604654709+5010+0011+0012+0013+0014+0015+00HEIGHT OFOBJECT = 3.5'HEIGHT OFEYE = 3.5'HEIGHT OFOBJECT = 3.5'SDL - 280'SDR - 124'PROPOSEDGRADEEXISTINGGRADE9+5010+0011+0012+0013+0014+0014+50HEIGHT OFOBJECT = 3.5'HEIGHT OFEYE = 3.5'HEIGHT OFOBJECT = 3.5'SDL - 280'SDR - 97'9+5010+0011+0012+0013+0013+50HEIGHT OFOBJECT = 3.5'HEIGHT OFEYE = 3.5'HEIGHT OFOBJECT = 3.5'SDL - 17'SDR - 280'EXISTINGGRADEEXISTINGGRADEPROPOSEDGRADEPROPOSEDGRADEWWWWW WWWW W W XXXSANOHPOHP453.2451.5452.9446.8450450440435DDD44 0 447447 448449 445451452440445439441442443444446 440445 450450 445445440 438 439 4354304504354264304404 3 9 43843944 1 44 2 44 3 445 446 447 448 449450449451452 44 4 434430450449451 4464474484 4 9 445444D44744844644744844945 0 4 5 1 452433440437438439441 437438420425430435440DSIGHT DISTANCE LEFT - 280'SIGHT D ISTANCE R IGHT - 97 '11+0011+5012+0012+5013+00 13+5013+9 3 .2 2 W W WWWW W W UGP UGP 463.5 460445450 460 455450445450 45 5 45 1 45 2 45 3 45 4 45 6 45 7 445 45044044545 5 45 6 457 458 4464474484494504554604604574584594614574484504494514 5 2 4 5 3 4 5 4 460 459 461 462 D456 45745 8 45 9 460 459 461 455458458458 D SIGHT DISTANCE RIGHT - 280'10+0010+5011+0011+5012+0012+5012+87.05SIGHT DISTANCE PROFILESC5.07AS SHOWNJOB 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 6/4/2020 5:47 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020PROFILE SCALE00505NAD 830SCALE 1"=40'80'40'NAD 830SCALE 1"=40'80'40'NAD 830SCALE 1"=40'80'40'PROFILE SCALE00505PROFILE SCALE00505ROAD 3ROAD 2ROAD 1ROAD 2ROAD 3ROAD 2 XXXXXOHTOHTSANWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWSANSANBITTERNUT LANEQUEST CT .ROSS CT .POST CT .CARAVAN CT.ANGLER CT.HICKORY STREET(EX.PRIVATE ROAD)ABBOT CT.DIAMOND CT .FIN CT . JAVA CT . I R I S C T .KEYHOLE CT.B E E C T .ECLIPSE CT . H I C KO R Y N U T L N . JOY C T .GO C T .FLY CT.DAWN ST.JACKSON DRIVEWHARTON DRIVEPLINY ROADBITTERNUT LANED.B.I. ZONED.B.I. ZONESTREAM S T R E A MSTREAM STREAM S U N S E T A V E . E X T .430440450420430420410450440 450440 4304904804704604505004704604504 3 0420420 510500480470460480450440460 450450440440420 420445 435 445455 O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESPARCEL 090A1-00-00-001D0SOUTHWOOD CHARLOTTESVILLE LLCR2 RESIDENTIALDB. 3375 PG. 063TELE. VAULTO.H. ELECTRICTELE. & TV LINESPROP.RWSAESMTEXISTING RWSA 20'WATERLINE ESMT.D.B. 1084 p. 714EXISTING RWSA 20'WATERLINE ESMT.D.B. 1024 p. 148 D.B.1029 p. 150PRE-DEVELOPED OFFSITEDRAINAGE AREATOTAL: 1.47 ACIMPERVIOUS: 0.53 ACTURF: 0.00 ACWOODS: 0.94 ACCN = 74Tc = 6.0PRE-DEVELOPED ONSITEDRAINAGE AREATOTAL: 15.63 ACIMPERVIOUS: 0.53 ACTURF: 0.00 ACWOODS: 15.10 ACCN = 61Tc = 6.0XXXXXOHTOHTSANWWWWWWWWWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWSANSANBITTERNUT LANEQUEST CT .ROSS CT .POST CT .CARAVAN CT.ANGLER CT.HICKORY STREET(EX.PRIVATE ROAD)ABBOT CT.DIAMOND CT .FIN CT . JAVA CT . I R I S C T .KEYHOLE CT.B E E C T .ECLIPSE CT . H I C KO R Y N U T L N . JOY C T .GO C T .FLY CT.DAWN ST.JACKSON DRIVEWHARTON DRIVEPLINY ROADBITTERNUT LANED.B.I. ZONED.B.I. ZONESTREAM S T R E A MSTREAM STREAM S U N S E T A V E . E X T .430440450420430420410450440 450440 4304904804704604505004704604504 3 0420420 510500480470460480450440460 450450440440420 420445 435 445455 O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINESPARCEL 090A1-00-00-001D0SOUTHWOOD CHARLOTTESVILLE LLCR2 RESIDENTIALDB. 3375 PG. 063TELE. VAULTO.H. ELECTRICTELE. & TV LINESPROP.RWSAESMTEXISTING RWSA 20'WATERLINE ESMT.D.B. 1084 p. 714EXISTING RWSA 20'WATERLINE ESMT.D.B. 1024 p. 148 D.B.1029 p. 150490 430435435435 440460455440445450460455450445445455440445440450455445450455460465 470 475 480 485 4 9 0 485490490 495500 50549048549048549 0 480 475480470 465 460455450445455450445440445440435430425420425430415415415420425445445430435440420425430435440445435450440440445455450455460460450455435430440445440445 470475480490450435450460 485430450445460450455440420425430435440420 425WW WWWWWWWSSSSSSSSSSSSSSSSSSSSSS SS WWSXXDRAINAGE AREA 2TOTAL: 1.69 ACIMPERVIOUS: 1.04 ACTURF: 0.64 ACWOODS: 0.01 ACCN = 84Tc = 6.0DRAINAGE AREA 1ATOTAL: 4.39 ACIMPERVIOUS: 2.55 ACTURF: 1.43 ACWOODS: 0.41 ACCN = 82Tc = 6.0DRAINAGE AREA 1BTOTAL: 1.47 ACIMPERVIOUS: 0.53 ACTURF: 0.00 ACWOODS: 0.94 ACCN = 74Tc = 6.0DRAINAGE AREA 5TOTAL: 0.27 ACIMPERVIOUS: 0.06 ACTURF: 0.18 ACWOODS: 0.04 ACCN = 69Tc = 6.0DRAINAGE AREA 4TOTAL: 1.06 ACIMPERVIOUS: 0.18 ACTURF: 0.62 ACWOODS: 0.26 ACCN = 67Tc = 6.0DRAINAGE AREA 3TOTAL: 8.48 ACIMPERVIOUS: 1.96 ACTURF: 6.52 ACWOODS: 0.00 ACCN = 70Tc = 6.0JOB 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 MANAGEMENT PLAN.dwg | Plotted on 6/5/2020 9:04 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORMWATER MANAGEMENT PLANC6.001"=60'0300'SCALE 1"=150'150'NAD 83DRAINAGE AREA ANALYSIS (PRE-DEVELOPED)PRE AREA 1 (ONSITE)AREA = 15.63 ACRESIMPERVIOUS = 0.53 AC.MANAGED TURF = 0.00 AC.WOODED = 15.10 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR7.870.42810 YEAR46.44PRE AREA 2 (OFFSITE)AREA = 1.47 ACRESIMPERVIOUS = 0.53 AC.MANAGED TURF = 0.00 AC.WOODED = 0.94 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR2.370.10410 YEAR7.17DRAINAGE AREA ANALYSIS (POST-DEVELOPED)POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED)AREA = 4.39 ACRESIMPERVIOUS = 2.55 AC.MANAGED TURF = 1.43 AC.WOODED = 0.41 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR10.740.47610 YEAR26.62POST AREA 1B TO BIORETENTION 1 (OFFSITE, DETAINED)AREA = 1.47 ACRESIMPERVIOUS = 0.53 AC.MANAGED TURF = 0.00 AC.WOODED = 0.94 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR2.370.10410 YEAR7.17POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED)AREA = 1.69 ACRESIMPERVIOUS = 1.02 AC.MANAGED TURF = 0.65 AC.WOODED = 0.02 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR4.330.19310 YEAR10.49POST AREA 3 TO STORAGE PIPE (ONSITE, DETAINED)AREA = 8.48 ACRESIMPERVIOUS = 1.96 AC.MANAGED TURF = 6.52 AC.WOODED = 0.00 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR10.470.46610 YEAR36.22POST AREA 4 (ONSITE, UNDETAINED)AREA = 1.05 ACRESIMPERVIOUS = 0.18 AC.MANAGED TURF = 0.62 AC.WOODED = 0.26 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR1.030.04710 YEAR4.09POST AREA 5 (ONSITE, UNDETAINED)AREA = 0.27 ACRESIMPERVIOUS = 0.06 AC.MANAGED TURF = 0.18 AC.WOODED = 0.04 AC.Tc = 6.0 MIN.Q (CFS)V (AC-FT)1 YEAR0.320.01410 YEAR1.17CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + QPRE-DEVELOPED OFFSITE QMAX (1-YR) ≤ 0.80*(7.87 * 0.428AC-FT) / (0.476 + 0.193 + 0.466 + 0.047 + 0.014)AC-FT + (2.37) = 4.62 CFSQ(1-YR) POST-DEVELOPED = 4.57 CFSOKWATER QUANTITY ANALYSIS POINT 1COMBINED FLOW AT ANALYSIS POINT 1Q (CFS)1 YEAR10.1810 YEAR53.64FLOW THROUGH BIORETENTION 1Q (CFS)1 YEAR1.8810 YEAR34.62FLOW THROUGH BIORETENTION 2Q (CFS)1 YEAR0.3210 YEAR10.53FLOW THROUGH STORAGE PIPEQ (CFS)1 YEAR2.5410 YEAR43.87COMBINED FLOW AT ANALYSIS POINT 1Q (CFS)1 YEAR4.5710 YEAR94.16THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTAILCOMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING.ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTIONBASINS AND ONE UNDERGROUND STORAGE PIPE.FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASINGTHE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66,SECTION C.3.C.STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWOBIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS.NOTE THAT ALL STORM DRAIN, STORMWATER QUALITY, AND STORMWATER QUANTITYCALCULATIONS INCLUDE A TOTAL OF 1.10 AC ADDITIONAL IMPERVIOUS AREA (NOT SHOWNON THESE PLANS) IN LOTS 1, 2, 6, 7, 24, 33, 35, 36, AND 39 FOR FUTURE DEVELOPMENT.STORMWATER NARRATIVEPRE-DEVELOPED DRAINAGE AREASPOST-DEVELOPED DRAINAGE AREAS0300'SCALE 1"=150'150'NAD 83 XXXXXXXXXXXXXW.P.O. BUFFERW.P.O. BUFFER100 YR. FLOODPLAIN STREAM BUFFER/FLOOD PLAINCONSERVATION AREAMANAGEDSTEEP SLOPES(TYPICAL)VDOT SIGHTDISTANCEEASEMENTW . P . O . B U F F E R 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. 328PARCEL 090A1-00-00-001D0SOUTHWOOD CHARLOTTESVILLE LLCR2 RESIDENTIALDB. 3375 PG. 063PARCEL 07600-00-00-051A0SOUTHWOODCHARLOTTESVILLE LLCNEIGHBORHOOD MODELDISTRICTDB. 4706 PG. 198DAM BREAK INUNDAT IONZONE (STATE ) D A M B R E A K IN U N D A T I O N Z O N E (S T A T E )191.47'PRIVATE 20' SANITARYSEWER EASEMENTD.B. 2984 p. 688SWM FOREST ANDOPEN SPACEAREA = 6.87 ACAREA EXCLUDED FROMQUALITY CALCULATIONSAREA = 4.76 ACOVERALLDEVELOPMENT AREATOTAL AREA = 15.70 ACIMPERVIOUS = 6.30 ACPERVIOUS = 9.40 ACDRAINAGE AREA ABIORETENTION #1TOTAL = 4.39 ACPERVIOUS = 2.55 ACIMPERVIOUS = 1.43 ACFILTER AREA REQ. = 3,669 SFAREA PROVIDED = 3,809 SFDRAINAGE AREA BBIORETENTION #2TOTAL = 1.69PERVIOUS = 0.65 ACIMPERVIOUS = 1.02 ACFILTER AREA REQ. = 1,488 SFAREA PROVIDED = 1,587 SFBIORETENTION #1DRAINAGE AREA CUNDETAINED TO DITCH ALONGOLD LYNCHBURG ROADPORTION OF FOREST OUTSIDEOF WPO/100 YEAR FLOOD PLAINTO BE DEDICATED AS PART OFMITIGATION PLANTREE PRESERVATIONAREA = 6.60 ACRESJOB 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 6/5/2020 9:05 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORMWATER QUALITY MAPC6.011"=100'0SCALE 1"=100'200'100'NAD 83BIORETENTION FACILITY #1 DETAIL (LEVEL 2)NO SCALE(2) 36" NYLOPLAST BASIN WITH DOME GRATETOP: 415.00'TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACKSEE STORM PROFILES FOR ADDITIONAL INFORMATIONCLEANOUT45" NO. 57 STONE3" HARDWOODBARK MULCH6" PERFORATEDSCHEDULE 40PVC UNDERDRAINMIRAFI 140N FILTERFABRIC OREQUIVALENT. TO BE 2'WIDE CENTERED ONUNDERDRAINNOTES1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLINGPERIOD OF THREE DAYS.RAMP SOIL TO LIP OFOVERFLOW STRUCTURTEMIN SLOPE 3:1ELEV: 414.00BOTTOM ELEV: 407.0030" HDPE36" BIOFILTER MIX3" NO. 8 STONE3 : 13:1QUALITY SIZING CALCULATION:DRAINAGE AREA = 4.39 ACREST(V)= 9,832 CF * 1.25 = 12,290 CF IMPERVIOUS: 2.55 ACRESMANAGED TURF: 1.43 ACRESFORESTED: 0.41 ACRESDESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35'SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 / 3.35' = 3,669 SFSURFACE AREA PROVIDED: 3,809 SFBOTTOM OFBIORETENTIONBASIN1-YR ELEV = 415.0510-YR ELEV = 415.57100-YR ELEV = 415.87BIORETENTION FACILITY #2 DETAIL (LEVEL 2)NO SCALE36" NYLOPLAST BASIN WITH DOME GRATETOP: 431.41'TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACKINV. OUT = 426.91 24" HDPECLEANOUT45" NO. 57 STONE3" HARDWOODBARK MULCH6" PERFORATEDSCHEDULE 40PVC UNDERDRAINMIRAFI 140N FILTERFABRIC OREQUIVALENT. TO BE 2'WIDE CENTERED ONUNDERDRAINNOTES1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLINGPERIOD OF THREE DAYS.RAMP SOIL TO LIP OFOVERFLOW STRUCTURTEMIN SLOPE 3:1ELEV: 430.91BOTTOM ELEV: 423.9124" HDPE36" BIOFILTER MIX3" NO. 8 STONE3 : 1WALLQUALITY SIZING CALCULATION:DRAINAGE AREA = 1.69 ACREST(V)= 3,3989 CF * 1.25 = 4,986 CFIMPERVIOUS: 1.02 ACRESPERVIOUS: 0.65 ACRESFORESTED: 0.02 ACRESDESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35'SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 4,986 / 3.35' = 1,488 SFSURFACE AREA PROVIDED: 1,587 SFBOTTOM OFBIORETENTIONBASIN1-YR ELEV = 430.7910-YR ELEV = 432.28100-YR ELEV = 432.64LEGENDSWM FORESTAND OPEN SPACEPROPOSEDIMPERVIOUS AREACONCEPTUAL FUTUREIMPERVIOUS AREAAREA EXCLUDEDFROM CALCULATIONS12"EMBED 8"24"TW ELEV. 415.00BW ELEV. 414.00BASKET EDGE24" LONG EPOXY COATED #4 REBARGABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1)NO SCALEA1 STONE FILL12"EMBED 8"24"TW ELEV. 431.91BW ELEV. 430.91BASKET EDGE24" LONG EPOXY COATED #4 REBARGABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2)NO SCALEA1 STONE FILLRIPRAP-LINEDPRE-TREATMENTCELLRIPRAP-LINEDPRE-TREATMENTCELL SSANWWWSTEEP SLOPES(TYPICAL)D2041062002021001052031231032011041211221023004 3 0 435425420425 415415415420 4 2 5DD203A202A101420D 2041062002021001052031231032011041211221023004 3 0 435425420425 415415415420 4 2 5DD203A202A101420WWWWSSSSANSANSANSANSANSANSANWWWWW765 XXXXXXX440435D206204400402302D108202120406109301403401407205119203405201121122300435435425425430 415440440435DD403A404A203A202A107208A207A207BD206204400402302D108202120406109301403401407205119203405201121122300435435425425430 415440440435DD403A404A203A202A107208A207A207BJOB 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 6/5/2020 9:05 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORMWATER QUALITY SUMMARYC6.02N/ASITE DATAPOST-DEVELOPED PROJECT AREAFOREST/OPEN SPACE = 6.98 ACMANAGED TURF = 9.40 ACRESIMPERVIOUS COVER = 6.30 ACRESPOST DEVELOPMENT LOAD (TP) (LB/YR) = 18.42MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20%TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.12 LB/YRTOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 7.81 LB/YRREMAINING TP LOAD REDUCTION REQUIRED = 1.31 LB/YR**REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASEOF NUTRIENT CREDITS.9.12 LB/YR X 25% = 2.28 LB/YR > 1.31 LB/YRWATER QUALITY ANALYSISNAD 83BIORETENTION FACILITY 1SCALE: 1" = 20'WPO BUFFER100 YEAR FLOODPLAINBIORETENTION FACILITY 2SCALE: 1" = 20'NAD 83STREAM CENTERLINESTEEP SLOPES(PRESERVED)STEEP SLOPES(PRESERVED)VA DEQ STORMWATER DESIGN SPECIFICATION NO. 99.3. Maintenance InspectionsIt is highly recommended that a spring maintenance inspection and cleanup be conducted ateach bioretention area. The following is a list of some of the key maintenance problems to look for:·Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed,and measure the depth of the remaining mulch.·Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flowfrom getting into the bed, and check for other signs of bypassing.·Check for any winter- or salt-killed vegetation, and replace it with hardier species.·Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds,and remove it.·Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repairit.·Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants orconcentrated flows, and take appropriate remedial action.·Check inflow points for clogging, and remove any sediment.·Look for any bare soil or sediment sources in the contributing drainage area, and stabilize themimmediately.·Check for clogged or slow-draining soil media, a crust formed on the top layer, inappropriate soilmedia, or other causes of insufficient filtering time, and restore proper filtration characteristics.Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C ofChapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for WatershedProtection website. XXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSANSANSANSANSANSANSANSANSANSANSANW.P.O. BUFFER W. P . O . B U F F E RW.P.O. BUFFERWHARTON DRIVEPLINY ROAD26"W.OAK18"MAPLE 15"SYCAMORE25"OAKSTREAM100 YR. FLOODPLAINSTREAM 4304204304204104 5 0 44 0 STREAM BUFFER/FLOOD PLAINCONSERVATION AREA460450450440440420 420EX.SAN.MH 27(WATERTIGHT)TOP = 398.1I.I.= 391.8I.O.= 391.7445 435 4 5 5 DDD152502146144142138136420418416116224226222220218134214212210132208206204400402404302106D1081101124124141142002021201001242161301284064081041221024103004 3 0 4 3 5435 435440455440445450 460455450445 4 4 5 455440 445 440 450 455 445450 455 4 5 54504 4 5 4 4 0 4 4 54404 3 5 430 4 2 5 420 425430415415415420 4 2 5 4 4 5445 430435 440420425430435 440445435450440440445455 450455460460450 4 5 5 4 3 5430440445440445 4504354 5 0 460 4 3 0 4 5 0 445 140DDDD460 450232234238240242236455 440404A136A202A2282304 2 0 425 430435440420 425D D210A210B208B208A224B224A416B416A412A144A144BWWWWWWWWWWWWWWSSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSSANSANSS S SANSANSSWWWWWWWWWXXXXWSANSAN144B136132226224224A134216214212210208206204218142140144A416418420116114414112408110404A406404120412302108106242240238224B232234230228236136A202A412A220222208A208B210B210A138S SSS S S SSSSSS SSSSSSSSSS SSS SJOB 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\C6.2 - STORMWATER SUMMARY PLAN.dwg | Plotted on 6/5/2020 9:06 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORMWATER SUMMARY PLANC6.031"=60'SCALE 1"=50'100'50'0NAD 83KEY PLAN OHTOHTOHTOHTOHTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW510 OLD LYNCHBURG ROAD191.47'510172508490 485490490495500505W 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 DRIVEPLINY ROADBITTERNUT LANE26"W.OAK18"MAPLE 15"SYCAMORE26"OAK 26"BEECHPOPLAR25"OAK450 450440 430 490480 470 460 4505004704604504 3 0 VDOT SIGHT DISTANCEEASEMENT460450450440EX.SAN.MHTOP = 475.4I.I.= 469.5I.O.= 469.3445455 O.H. ELECTRICTELE. & TV LINESO.H. ELECTRICTELE. & TV LINES110.02' R/WOLD LYNCHBURG ROADSTATE ROUTE 631(VARYING R/W WIDTH)TELE. VAULTO.H. ELECTRICTELE. & TV LINES510504172170168166164162160158156154152150148502500146144142138136224222218134132506508216490 460455445455445445450455 460 4 6 5 470 475 480 485 49 0 485490490 49549048549048549 0 480 475480470 465 460455450445455450445440445460450455435445 470475480490450485430450445140 600450232234238240242236136A228230154A154B224B224A144A144BWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSANSANSANSANSANSANSANSSANSANS SSANSAN WWWWSWWSANSANCULVERT510508506172170168166164162158160154156CULVERT502150152148146144144B136132226224224A134216214218142140144A242240238224B232234230228236136A220222138154B154A600S SSS S S SSSSSS SSSSSSSSSS SSS SJOB 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\C6.2 - STORMWATER SUMMARY PLAN.dwg | Plotted on 6/5/2020 9:07 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORMWATER SUMMARY PLANC6.041"=60'MATCH LINESCALE 1"=50'100'50'0NAD 83KEY PLANINSETMATCH LINE 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 6/5/2020 9:07 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 PIPE & INLET CALCULATIONSC6.05N/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 6/5/2020 9:07 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 PIPE & INLET CALCULATIONSC6.06N/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 6/5/2020 9:07 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 CULVERT CALCULATIONSC6.07N/A XXXXXXXXXXXXXW.P.O. BUFFERW.P.O. BUFFER100 YR. FLOODPLAIN STREAM BUFFER/FLOOD PLAINCONSERVATION AREAVDOT SIGHTDISTANCEEASEMENTEX.18" CMPI.I.= 484.87I.O.= 483.53W . P . O . B U F F E R 110.02' R/WDAM BREAK INUNDAT IONZONE (STATE ) D A M B R E A K IN U N D A T I O N Z O N E (S T A T E )191.47'PRIVATE 20' SANITARYSEWER EASEMENTD.B. 2984 p. 688JOB 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\C6.5 - MITIGATION PLAN.dwg | Plotted on 6/5/2020 9:08 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STREAM BUFFER MITIGATION PLANC6.081"=100'0SCALE 1"=100'200'100'NAD 83LEGENDBUFFER DISTURBED AREAPROPOSED MITIGATION AREA(FOREST SPACE TO BE DEDICATED)MITIGATION CALCULATIONSTOTAL DISTURBED AREA14,880 SF (0.34 AC)MITIGATION AREA REQUIRED (2X DISTURBED)29,760 SF (0.68 AC)PROPOSED MITIGATION AREA(FOREST SPACE TO BE DEDICATED)29,814 SF (0.68 AC)NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTUREDWITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENTVEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 164 - STR 158465470475480485490495465470475480485490495HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 172 - STR 162470475480485490495500470475480485490495500HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 160 - STR 1544554604654704754804854554604654704754804859+5010+0011+0012+0013+0014+0015+00172: DI-3B 6 ft ThroatSTA 10+37.79TOP 488.93INV OUT 483.90 (171)170: DI-3B 6 ft ThroatSTA 10+37.79TOP 488.92INV IN 483.49 (171)INV OUT 483.39 (169)17141.33' OF15" HDPE@ 1.00%169242.68' OF18" HDPE@ 1.00%168: DI-3B 6 ft ThroatSTA 10+37.79TOP 492.17INV IN 480.96 (169)INV IN 480.96 (601)INV OUT 480.86 (167)16741.18' OF18" HDPE@ 1.00%166: DI-3B 6 ft ThroatSTA 10+37.79TOP 491.97INV IN 480.45 (167)INV OUT 480.35 (165)165120.98' OF18" HDPE@ 1.00%162: DI-3B 6 ft Throat STA 10+37.79 TOP 488.22 INV IN 479.14 (165) INV IN 482.95 (163) INV OUT 477.44 (161) 164: DI-3B 6 ft Throat STA 10+24.83 TOP 488.21 INV OUT 483.35 (163) 162: DI-3B 6 ft Throat STA 10+37.79 TOP 488.22 INV IN 479.14 (165) INV IN 482.95 (163) INV OUT 477.44 (161)16339.74' OF15" HDPE@ 1.00%161178.55' OF18" HDPE@ 2.00%158: DI-2B 6 ft Throat STA 10+37.79 TOP 478.64 INV IN 473.87 (161) INV IN 473.92 (159) INV OUT 470.22 (157)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 154A - STR 150445450455460465470475445450455460465470475160: DI-3B 6 ft Throat STA 10+00.00 TOP 479.12 INV OUT 474.30 (159)15937.79' OF15" HDPE@ 1.00%158: DI-2B 6 ft Throat STA 10+37.79 TOP 478.64 INV IN 473.87 (161) INV IN 473.92 (159) INV OUT 470.22 (157)157153.79' OF18" HDPE@ 2.50%154: DI-2B 6 ft Throat STA 11+91.58 TOP 470.85 INV IN 466.38 (157) INV IN 463.09 (155) INV OUT 462.99 (153)9+5010+0011+0012+0013+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 152 - STR 144435440445450455460465435440445450455460465HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 502 - STR 500430435440445450455460430435440445450455460152: DI-3B 6 ft Throat STA 10+00.00 TOP 460.89 INV OUT 456.03 (151)15140.05' OF15" HDPE@ 1.00%150: DI-3B 6 ft ThroatSTA 10+40.05TOP 460.86INV IN 455.13 (153B)INV IN 455.63 (151)INV OUT 454.42 (149)149101.95' OF24" HDPE@ 2.00%148: DI-3B 6 ft Throat STA 11+42.00 TOP 458.10 INV IN 452.38 (149) INV OUT 444.88 (147)147128.94' OF24" HDPE@ 1.00%144: DI-2B 6 ft Throat STA 12+70.94 TOP 454.08 INV IN 443.59 (147) INV IN 448.86 (145) INV OUT 443.49 (143)9+5010+0011+0012+00STORMPIPE 147502: ES-1 for 18 inch Pipe STA 10+03.66 TOP 454.53 INV OUT 452.86 (501)501121.90' OF18" HDPE@ 7.89%500: ES-1 for 18 inch Pipe STA 11+25.56 TOP 444.91 INV IN 443.25 (501)SANITARYPIPE 17-16SANITARYPIPE 16-15SANITARYPIPE 16-15SANITARYPIPE 14-13STORMPIPE 501SANITARYPIPE 13-123' MIN.PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'1.5'1.5'3' MIN.3' MIN.9+5010+0011+0012+0013+009+5010+0011+0012+0013+003' MIN.9+5010+0011+0012+0013+0014+003' MIN.153A37.79' OF15" HDPE@ 1.00%154B: DI-2B 6 ft ThroatSTA 10+37.79TOP 466.03INV IN 459.96 (153)INV IN 461.26 (153A)INV OUT 458.87 (153B)154A: DI-3B 6 ft ThroatSTA 10+00.00TOP 466.51INV OUT 461.64 (153A)153B187.03' OF24" HDPE@ 2.00%150: DI-3B 6 ft ThroatSTA 12+24.82TOP 460.86INV IN 455.13 (153B)INV IN 455.63 (151)INV OUT 454.42 (149)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 6/4/2020 5:53 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORM PROFILESC7.00AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 128 - STR 126415420425430435440415420425430435440HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 146 - STR 1284204254304354404454504554604204254304354404454504554609+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 142 - STR 136430435440445450455430435440445450455HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 120 - STR 108415420425430435440415420425430435440HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 126 - STR 104405410415420425430435440405410415420425430435440128: MH-1STA 10+00.00TOP 430.21INV IN 424.71 (129)INV OUT 423.55 (127)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 134 - STR 132425430435440445450425430435440445450142: DI-1 STA 10+00.00 TOP 449.24 INV OUT 442.32 (141)14163.87' OF15" HDPE@ 3.00%138: DI-3B 6 ft Throat STA 11+43.30 TOP 447.90 INV IN 439.42 (139) INV OUT 439.32 (137)13734.16' OF24" HDPE@ 0.75%9+5010+0011+0012+0013+0014+0015+00SWM A12540.00' OF60" CMP@ 0.00%SWM A123280.00' OF60" CMP@ 0.00%PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE126: MH-1STA 10+00.00TOP 425.83INV IN 420.69 (127)INV OUT 414.30 (125)122: MH-1STA 13+20.00TOP 423.62INV IN 414.30 (123)INV OUT 411.16 (121)12128.91' OF30" HDPE@ 1.00%9+5010+0011+0012+0013+0014+0015+0016+009+5010+0011+00132: DI-2B 6 ft ThroatSTA 14+16.28TOP 443.20INV IN 436.94 (135A)INV IN 438.65 (133)INV OUT 436.84 (131)9+5010+0011+0011+5011961.43' OF24" HDPE@ 2.50%126: MH-1STA 10+95.45TOP 425.83INV IN 420.69 (127)INV OUT 414.30 (125)136: DI-2B 6 ft ThroatSTA 11+77.46TOP 446.99INV IN 439.64 (143B)INV IN 439.06 (137)INV OUT 438.96 (135)134: DI-2ASTA 10+00.00TOP 443.62INV OUT 439.21 (133)13327.92' OF15" HDPE@ 2.00%124: MH-1STA 10+40.00TOP 423.40INV IN 414.30 (125)INV OUT 414.30 (123) 108: DI-2B 6 ft Throat STA 10+61.43 TOP 432.85 INV IN 428.05 (109) INV IN 422.90 (119) INV OUT 422.80 (107)13131.93' OF30" HDPE@ 1.50%130: MH-1 STA 14+48.20 TOP 444.19 INV IN 436.36 (131) INV OUT 430.38 (129)12956.67' OF30" HDPE@ 10.00%128: MH-1STA 15+04.87TOP 430.21INV IN 424.71 (129)INV OUT 423.55 (127)13566.11' OF30" HDPE@ 1.50%136: DI-2B 6 ft ThroatSTA 12+87.88TOP 446.99INV IN 439.64 (143B)INV IN 439.06 (137)INV OUT 438.96 (135)143171.99' OF24" HDPE@ 1.50%144: DI-2B 6 ft ThroatSTA 10+37.79TOP 454.08INV IN 443.59 (147)INV IN 448.86 (145)INV OUT 443.49 (143)14537.79' OF15" HDPE@ 2.00%146: DI-3B 6 ft ThroatSTA 10+00.00TOP 454.56INV OUT 449.62 (145) 132: DI-2B 6 ft Throat STA 10+27.92 TOP 443.20 INV IN 436.94 (135A) INV IN 438.65 (133) INV OUT 436.84 (131)12795.45' OF30" HDPE@ 3.00%140: DI-1 STA 10+63.87 TOP 445.03 INV IN 440.40 (141) INV OUT 440.02 (139)13979.43' OF24" HDPE@ 0.75%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 242 - STR 2324354404454504554604354404454504554609+5010+0011+0012+0013+00242: DI-3B 6 ft Throat STA 10+00.00 TOP 456.90 INV OUT 451.96 (241) 240: 12" Basin - Circular Grate STA 10+69.92 TOP 455.50 INV IN 450.56 (241) INV OUT 447.91 (239) 238: 12" Basin - Circular Grate STA 11+34.59 TOP 450.99 INV IN 445.97 (239) INV OUT 445.87 (237) 232: DI-3B 6 ft Throat STA 12+32.39 TOP 448.71 INV IN 442.87 (233) INV IN 442.94 (237) INV OUT 442.77 (231)24169.92' OF15" HDPE@ 2.00%23964.67' OF15" HDPE@ 3.00%23797.80' OF15" HDPE@ 3.00%9+5010+0011+0012+0012+503' MIN.3' MIN.3' MIN.1.5'MIN.STORMPIPE 201SANITARYPIPE 13-128" WATERLINE1.5'3' MIN.PROPOSEDGRADEEXISTINGGRADE120: 36" Basin - Dome Grate STA 10+00.00 TOP 432.91 INV OUT 424.43 (119)PROPOSEDGRADEEXISTINGGRADE3'MIN.SANITARYPIPE 10-98" WATERLINE1.5'3'MIN.PROPOSEDGRADEEXISTINGGRADESANITARYPIPE 31-4136A: DI-2B 6 ft ThroatSTA 13+53.99TOP 445.04INV IN 437.97 (135)INV OUT 437.87 (135A)135A62.28' OF30" HDPE@ 1.50%PROPOSEDGRADEEXISTINGGRADE144B: DI-2B 6 ft ThroatSTA 12+09.73TOP 449.23INV IN 440.91 (143)INV IN 444.41 (143A)INV OUT 440.81 (143B)143B78.15' OF24" HDPE@ 1.50%104: MH-1 STA 13+48.91 TOP 423.48 INV IN 410.87 (121) INV IN 418.34 (105) INV OUT 411.31 (103)3'MIN.1.5'8" WATERLINEWEIR WALLJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 6/4/2020 5:53 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORM PROFILESC7.01AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 226 - STR 2204354404454504554604354404454504554609+5010+0011+0012+0013+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 222 - STR 214430435440445450455430435440445450455222: DI-2B 6 ft ThroatSTA 12+30.71TOP 445.23INV IN 440.68 (223B)INV IN 440.23 (227)INV OUT 440.16 (221)223155.42' OF15" HDPE@ 3.50%224: DI-2B 6 ft ThroatSTA 10+30.79 TOP 452.83 INV IN 448.08 (225) INV OUT 447.81 (223)22530.79' OF15" HDPE@ 1.00%226: DI-3B 6 ft ThroatSTA 10+00.00TOP 453.34INV OUT 448.39 (225)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 236 - STR 2224304354404454504554304354404454504559+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 218 - STR 208425430435440445450425430435440445450220: DI-3B 6 ft ThroatSTA 10+31.16TOP 445.62INV IN 439.85 (221)INV OUT 439.75 (219)22131.16' OF24" HDPE@ 1.00%222: DI-2B 6 ft ThroatSTA 10+00.00TOP 445.23INV IN 440.68 (223B)INV IN 440.23 (227)INV OUT 440.16 (221)21998.76' OF24" HDPE@ 2.50%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 104 - STR 1003954004054104154204254303954004054104154204254309+5010+0011+0012+0012+509+5010+0011+0012+0013+00218: 12" Basin - Circular GrateSTA 10+00.00TOP 443.88INV OUT 438.88 (217)21720.39' OF12" HDPE@ 4.50%21528.69' OF15" HDPE@ 2.00%214: DI-2A STA 10+49.08 TOP 442.16 INV IN 437.29 (215) INV IN 437.28 (219) INV OUT 437.19 (213)21335.68' OF24" HDPE@ 2.50%212: DI-3B 6 ft ThroatSTA 10+84.76TOP 441.85INV IN 436.30 (213)INV OUT 436.20 (211)21128.01' OF24" HDPE@ 2.00%210: DI-3B 6 ft ThroatSTA 11+12.77TOP 441.83INV IN 435.64 (211)INV OUT 435.54 (209)20955.42' OF24" HDPE@ 2.00%208: DI-2B 6 ft Throat STA 12+56.42 TOP 437.64 INV IN 432.50 (209B) INV OUT 432.40 (207)10382.26' OF30" HDPE@ 2.00%100: EW-1 for 27" or 30" PipeSTA 11+19.33TOP 412.33INV IN 409.00 (101)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 116 - STR 1044104154204254304354404454504554604104154204254304354404454504554609+5010+0011+0012+0013+0014+0015+0016+0016+50112: DI-3B 6 ft ThroatSTA 11+69.45TOP 446.63INV IN 441.76 (113)INV OUT 441.66 (111)111186.99' OF15" HDPE@ 5.00%110: DI-2B 6 ft ThroatSTA 13+56.45TOP 437.00INV IN 432.31 (111)INV OUT 432.21 (109)10992.51' OF15" HDPE@ 4.50%108: DI-2B 6 ft ThroatSTA 14+48.96TOP 432.85 INV IN 428.05 (109) INV IN 422.90 (119) INV OUT 422.80 (107) 106: DI-3B 6 ft Throat STA 15+19.96 TOP 432.44 INV IN 421.02 (107) INV OUT 420.92 (105)10564.48' OF30" HDPE@ 4.00%SANITARYPIPE 41-7SANITARYPIPE 43-42SANITARYPIPE 42-41EXISTINGGRADEPROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEPROPOSEDGRADE8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINE1.5'8" WATERLINESANITARYPIPE 9-88" WATERLINE1.5'102: 36" Basin - Dome Grate STA 10+82.26 TOP 415.00 INV IN 409.66 (103) INV OUT 409.56 (101)10771.00' OF30" HDPE@ 2.50%216: DI-3B 6 ft ThroatSTA 10+20.39TOP 442.79INV IN 437.96 (217)INV OUT 437.86 (215)116: DI-3B 6 ft ThroatSTA 10+00.00TOP 454.54INV OUT 449.48 (115)11576.78' OF15" HDPE@ 4.50%114: DI-3B 6 ft ThroatSTA 10+76.78TOP 450.96INV IN 446.03 (115)INV OUT 445.93 (113)11392.68' OF15" HDPE@ 4.50%104: MH-1 STA 13+48.91 TOP 423.48 INV IN 410.87 (121) INV IN 418.34 (105) INV OUT 411.31 (103)9+5010+0011+0012+0013+00236: 24" Basin - Circular GrateSTA 10+00.00TOP 450.14INV OUT 445.71 (235)234: 24" Basin - Circular GrateSTA 10+56.94TOP 449.65INV IN 444.71 (235)INV OUT 444.61 (233)232: DI-3B 6 ft ThroatSTA 11+43.98TOP 448.71INV IN 442.87 (233)INV IN 442.94 (237)INV OUT 442.77 (231)222: DI-2B 6 ft ThroatSTA 12+43.86TOP 445.23INV IN 440.68 (223B)INV IN 440.23 (227)INV OUT 440.16 (221)23556.94' OF15" HDPE@ 1.75%23387.04' OF18" HDPE@ 2.00%23118.43' OF18" HDPE@ 2.00%22949.76' OF18" HDPE@ 2.00%22731.70' OF18" HDPE@ 1.75%3' MIN.3' MIN.3' MIN.214: DI-2ASTA 11+29.91TOP 442.16INV IN 437.29 (215)INV IN 437.28 (219)INV OUT 437.19 (213)8" WATERLINESANITARYPIPE 6-5EXISTINGGRADE1.5'3' MIN.3'MIN.EXISTINGGRADEPROPOSEDGRADE230: DI-2B 4 ft ThroatSTA 11+62.41TOP 447.62INV IN 442.40 (231)INV OUT 441.86 (229)228: DI-2B 4 ft ThroatSTA 12+12.16TOP 445.59INV IN 440.86 (229)INV OUT 440.78 (227)10137.07' OF36" HDPE@ 1.50%104: MH-1 STA 10+00.00 TOP 423.48 INV IN 410.87 (121) INV IN 418.34 (105) INV OUT 411.31 (103)EXISTINGGRADE224B: DI-2B 6 ft Throat STA 11+86.22 TOP 446.82 INV IN 442.37 (223) INV IN 442.15 (223A) INV OUT 442.24 (223B)210B: DI-3B 6 ft ThroatSTA 11+68.18TOP 440.33INV IN 434.43 (209)INV IN 435.03 (209A)INV OUT 434.26 (209B)209B88.24' OF24" HDPE@ 2.00%223B44.49' OF15" HDPE@ 3.50%JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40919-Southwood_Redev\DWG\Sheet\CD\C7.0 - UTILITY PROFILES.dwg | Plotted on 6/4/2020 5:53 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORM PROFILESC7.02AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 600 - STR 168475480485490495500475480485490495500HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 208 - STR 2044204254304354404454204254304354404459+5010+0011+0012+00204: DI-2B 6 ft ThroatSTA 11+21.68TOP 434.61INV IN 429.87 (207B)INV IN 429.68 (205)INV OUT 429.26 (203)20753.99' OF24" HDPE@ 2.00%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 206 - STR 200405410415420425430435440405410415420425430435440208: DI-2B 6 ft ThroatSTA 10+00.02TOP 437.64INV IN 432.50 (209B)INV OUT 432.40 (207)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 414 - STR 4024254304354404454504554254304354404454504559+5010+0011+0012+0013+0013+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 404 - STR 400420425430435440445450420425430435440445450408: 24" Basin - Circular GrateSTA 11+32.24TOP 445.65INV IN 438.95 (409)INV OUT 438.52 (407)407172.89' OF15" HDPE@ 3.50%406: 24" Basin - Circular GrateSTA 13+05.13TOP 436.91INV IN 432.47 (407)INV OUT 432.37 (405)4057.51' OF15" HDPE@ 3.50%402: MH-1STA 13+12.64TOP 437.67INV IN 431.30 (403A)INV IN 432.11 (405)INV OUT 431.20 (401)9+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 302 - STR 300415420425430435440445415420425430435440445HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 420 - STR 410435440445450455460465470435440445450455460465470404: 18" Basin - Circular Grate STA 10+00.00 TOP 436.49 INV OUT 432.35 (403)403106.66' OF15" HDPE@ 0.70%402: MH-1STA 11+35.11TOP 437.67INV IN 431.30 (403A)INV IN 432.11 (405)INV OUT 431.20 (401)40140.95' OF18" HDPE@ 0.70%400: ES-1 for 18 inch PipeSTA 11+76.06TOP 432.58INV IN 430.91 (401)9+5010+0011+0012+0012+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 510 - STR 504470475480485490495470475480485490495510: ES-1 for 24 inch PipeSTA 10+01.90TOP 485.95INV OUT 483.70 (509)50929.97' OF24" RCP@ 0.50%508: DI-3C 6 ft Throat STA 10+31.87 TOP 488.41 INV IN 483.55 (509) INV OUT 483.45 (507)50738.41' OF24" RCPCLASS B@ 0.50%506: DI-3B 6 ft ThroatSTA 10+70.28TOP 487.45INV IN 483.26 (507)INV OUT 483.15 (505)50516.51' OF24" HDPE@ 0.50%504: ES-1 for 24 inch PipeSTA 10+86.79TOP 485.23INV IN 483.07 (505)PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'9+5010+0011+009+5010+0011+0012+0013+00300: ES-1 for 15 inch PipeSTA 14+48.96TOP 432.28INV IN 430.91 (301)302: DI-3C 6 ft ThroatSTA 14+48.96TOP 432.74INV OUT 431.05 (301)206: DI-3B 6 ft ThroatSTA 10+00.00TOP 435.04INV OUT 430.13 (205)20529.79' OF15" HDPE@ 1.50%204: DI-2B 6 ft Throat STA 10+29.79 TOP 434.61 INV IN 429.87 (207B) INV IN 429.68 (205) INV OUT 429.26 (203)20360.11' OF24" HDPE@ 2.00%202: MH-1STA 11+26.50TOP 432.80INV IN 427.23 (203A)INV OUT 418.38 (201)200: ES-1 for 24 inch Pipe STA 12+14.04 TOP 416.17 INV IN 414.00 (201) 416: DI-3B 6 ft Throat STA 10+77.35 TOP 458.06 INV IN 452.72 (417) INV OUT 452.62 (417A) 418: DI-3B 6 ft Throat STA 10+28.44 TOP 458.74 INV IN 453.31 (419) INV OUT 453.21 (417)410: MH-1STA 12+07.88TOP 448.38INV IN 444.00 (415)INV IN 439.82 (411)INV OUT 439.72 (409)41748.91' OF15" HDPE@ 1.00%417B54.55' OF15" HDPE@ 1.00%30114.12' OF15" HDPE@ 1.00%20187.55' OF24" HDPE@ 5.00%414: DI-3B 6 ft ThroatSTA 10+00.00TOP 446.09INV OUT 441.80 (413)410: MH-1STA 10+93.77TOP 448.38INV IN 444.00 (415)INV IN 439.82 (411)INV OUT 439.72 (409)40938.46' OF15" HDPE@ 2.00%41337.20' OF15" HDPE@ 2.00%41156.58' OF15" HDPE@ 2.00%412: DI-1STA 10+37.20TOP 445.89INV IN 441.05 (413)INV IN 441.40 (411A)INV OUT 440.95 (411)9+5010+0011+0011+50600: DI-1 STA 10+00.00 TOP 487.29 INV OUT 482.25 (601) 168: DI-3B 6 ft Throat STA 10+64.63 TOP 492.17 INV IN 480.96 (169) INV IN 480.96 (601) INV OUT 480.86 (167)60164.63' OF24" HDPE@ 2.00%3' MIN.3' MIN.3'MIN.3' MIN.9+5010+0011+0011+50PROPOSEDGRADEEXISTINGGRADE8" WATERLINE1.5'3'MIN.PROPOSEDGRADEEXISTINGGRADE1.5'MIN.8" WATERLINESANITARYPIPE 7-61.5'MIN.404A: 24" Basin - Circular Grate STA 11+06.66 TOP 437.24 INV IN 431.60 (403) INV OUT 431.50 (403A)403A28.45' OF15" HDPE@ 0.70%203A36.60' OF24" HDPE@ 2.00%202A: DI-2B 6 ft ThroatSTA 10+89.90TOP 433.06INV IN 428.06 (203)INV OUT 427.96 (203A)STORMPIPE 121420: DI-3B 6 ft ThroatSTA 10+00.00TOP 458.44INV OUT 453.59 (419)41928.44' OF15" HDPE@ 1.00%8" WATERLINE1.5'MIN.SANITARYPIPE 34-33416B: MH-1STA 11+60.26TOP 456.80INV IN 451.69 (417B)INV OUT 446.38 (415)416A: DI-3B 6 ft ThroatSTA 11+05.71TOP 458.11INV IN 452.34 (417A)INV OUT 452.24 (417B)417A28.36' OF15" HDPE@ 1.00%41547.62' OF15" HDPE@ 5.00%207B67.67' OF24" HDPE@ 2.00%208B: DI-2B 6 ft ThroatSTA 10+54.01TOP 436.33INV IN 431.32 (207)INV IN 431.55 (207A)INV OUT 431.22 (207B)1.5'MIN.8" WATERLINEJOB 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 6/4/2020 5:53 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORM PROFILESC7.03AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 156 - STR 154B445450455460465470475445450455460465470475HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 224A - STR 224B425430435440445450425430435440445450HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 208A - STR 208B415420425430435440415420425430435440HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 210A - STR 210B420425430435440445420425430435440445HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 412A - STR 412430435440445450455430435440445450455HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 144A - STR 144B4254304354404454504554254304354404454504559+5010+0011+0011+50208A: DI-3B 6 ft Throat STA 10+00.00 TOP 436.73 INV OUT 431.84 (207A)207A29.71' OF15" HDPE@ 1.00%208B: DI-2B 6 ft ThroatSTA 10+29.71TOP 436.33INV IN 431.32 (207)INV IN 431.55 (207A)INV OUT 431.22 (207B)SANITARYPIPE 8-79+5010+0011+0011+50SANITARYPIPE 11-10144A: DI-3B 6 ft ThroatSTA 10+00.00TOP 449.61INV OUT 444.74 (143A)143A32.70' OF15" HDPE@ 1.00%144B: DI-2B 6 ft ThroatSTA 10+32.70TOP 449.23INV IN 440.91 (143)INV IN 444.41 (143A)INV OUT 440.81 (143B)9+5010+0011+0012+0012+50SANITARYPIPE 16-15156: DI-3B 6 ft Throat STA 10+00.00 TOP 471.43 INV OUT 463.85 (155)15537.80' OF15" HDPE@ 2.00%154: DI-2B 6 ft Throat STA 10+37.80 TOP 470.85 INV IN 466.38 (157) INV IN 463.09 (155) INV OUT 462.99 (153)153100.84' OF18" HDPE@ 3.00%154B: DI-2B 6 ft Throat STA 11+38.63 TOP 466.03 INV IN 459.96 (153) INV IN 461.26 (153A) INV OUT 458.87 (153B)9+5010+0011+0011+50412A: DI-3B 6 ft Throat STA 10+00.00 TOP 450.48 INV OUT 442.55 (411A)411A57.26' OF15" HDPE@ 2.00%412: DI-1 STA 10+57.26 TOP 445.89 INV IN 441.05 (413) INV IN 441.40 (411A) INV OUT 440.95 (411)9+5010+0011+0011+50210A: DI-3B 6 ft ThroatSTA 10+00.00TOP 440.26INV OUT 435.35 (209A)210B: DI-3B 6 ft ThroatSTA 10+32.00TOP 440.33INV IN 434.43 (209)INV IN 435.03 (209A)INV OUT 434.26 (209B)209A32.00' OF15" HDPE@ 1.00%SANITARYPIPE 9-89+5010+0011+0011+50SANITARYPIPE 42-41224A: DI-3B 6 ft Throat STA 10+00.00 TOP 447.31 INV OUT 442.46 (223A)223A30.79' OF15" HDPE@ 1.00%224B: DI-2B 6 ft ThroatSTA 10+30.79TOP 446.82INV IN 442.37 (223)INV IN 442.15 (223A)INV OUT 442.24 (223B)PROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE3' MIN.3' MIN.3' MIN.3' MIN.3' MIN.3' MIN.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 6/4/2020 5:54 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 STORM PROFILESC7.04AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 18 - STR 942543043544044545045546046547047548048549049550042543043544044545045546046547047548048549049550010-9122.89' OF8" SDR-26 PVC@ 2.00%12-1120.72' OF8" SDR-26 PVC@ 5.00%13-12135.95' OF8" SDR-26 PVC@ 3.55%14-13157.28' OF8" SDR-26 PVC@ 3.00%15-14164.64' OF8" SDR-26 PVC@ 3.15%16-15282.62' OF8" SDR-26 PVC@ 3.65%17-16130.21' OF8" SDR-26 PVC@ 4.00%18-17112.21' OF8" SDR-26 PVC@ 2.50%8" WATERLINEPROPOSEDGRADEEXISTINGGRADE18MANHOLESTA 10+00.00TOP 492.01INV IN 486.19 (19-18)INV OUT 486.09 (18-17)17MANHOLESTA 11+12.21TOP 488.73INV IN 483.28 (18-17)INV OUT 481.28 (17-16)16MANHOLESTA 12+42.42TOP 482.16INV IN 476.07 (17-16)INV OUT 474.07 (16-15)15EXTERNAL DROP MANHOLESTA 15+25.04TOP 468.03INV IN 463.75 (16-15)INV OUT 460.30 (15-14)14MANHOLESTA 16+89.68TOP 462.31INV IN 455.11 (15-14)INV OUT 455.01 (14-13)13MANHOLESTA 18+46.96TOP 457.86INV IN 450.29 (14-13)INV OUT 448.29 (13-12)12MANHOLESTA 19+82.91TOP 454.05INV IN 443.46 (13-12)INV OUT 443.26 (12-11)9MANHOLESTA 23+91.76TOP 442.60INV IN 434.30 (41-7)INV IN 433.27 (10-9)INV OUT 432.44 (9-8)11MANHOLESTA 20+03.64TOP 453.78INV IN 442.22 (12-11)INV OUT 441.53 (11-10)11-10265.23' OF8" SDR-26 PVC@ 2.15%9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0024+508" WATERLINESTORMPIPE 163STORMPIPE 159STORMPIPE 155STORMPIPE 151STORMPIPE 501STORMPIPE 14510MANHOLESTA 22+68.87TOP 446.15INV IN 435.83 (11-10)INV OUT 435.73 (10-9)1.5'MIN.1.5'MIN.1.5'MIN.1.5'MIN.STORMPIPE 133STORMPIPE 1371.5'MIN.3.5' MIN.1.5'MIN.STORMPIPE 153A1.5'MIN.STORMPIPE 143AJOB 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 6/4/2020 5:54 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 UTILITY PROFILESC7.05AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 9 - EX 13903954004054104154204254304354404453903954004054104154204254304354404454-356.73' OF8" SDR-26 PVC@ 1.00%3-2174.87' OF8" SDR-26 PVC@ 5.38%5-4281.91' OF8" SDR-26 PVC@ 1.00%6-5102.84' OF8" SDR-26 PVC@ 1.00%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 434.30 (41-7)INV IN 433.27 (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)6EXTERNAL DROP MANHOLESTA 13+60.29TOP 433.17INV IN 426.13 (31-4)INV IN 426.19 (7-6)INV OUT 419.59 (6-5)5MANHOLESTA 14+63.14TOP 425.31INV IN 418.56 (6-5)INV OUT 418.36 (5-4)4EXTERNAL DROP MANHOLESTA 17+45.05TOP 421.06INV IN 412.99 (21-4, FUTURE)INV IN 415.54 (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+00STORMPIPE 211STORMPIPE 2052MANHOLESTA 19+76.64TOP 408.51INV IN 402.62 (3-2)INV OUT 402.42 (2-1)2-147.42' OF8" SDR-26 PVC@ 7.00%1DOGHOUSE MANHOLESTA 20+24.06TOP 405.04INV IN 399.10 (2-1)INV IN 398.70 (EX-1A)INV OUT 398.70 (EX-1B)1.5'MIN.STORMPIPE 1071.5'MIN.3.5' MIN.STORMPIPE 209ASTORMPIPE 207AJOB 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 6/4/2020 5:54 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 UTILITY PROFILESC7.06AS SHOWNPROFILE SCALE00505 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 34 - STR 641041542042543043544044545045546046541041542042543043544044545045546046531-4186.48' OF8" SDR-26 PVC@ 3.50%32-31138.65' OF8" SDR-26 PVC@ 4.00%33-3291.24' OF8" SDR-26 PVC@ 4.80%34-33168.88' OF8" SDR-26 PVC@ 3.00%PROPOSEDGRADEEXISTINGGRADE8" WATERLINE34MANHOLESTA 10+00.00TOP 459.74INV OUT 450.39 (34-33)33MANHOLESTA 11+68.88TOP 451.44INV IN 445.32 (34-33)INV OUT 445.22 (33-32)32MANHOLESTA 12+60.13TOP 446.73INV IN 440.84 (33-32)INV OUT 439.20 (32-31)31MANHOLESTA 13+98.77TOP 439.61INV IN 433.66 (32-31)INV OUT 432.66 (31-4)6EXTERNAL DROP MANHOLESTA 15+85.25TOP 433.17INV IN 426.13 (31-4)INV IN 426.19 (7-6)INV OUT 419.59 (6-5)9+5010+0011+0012+0013+0014+0015+0016+0016+50STORMPIPE 1192'3.5' MIN.STORMPIPE 417JOB 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 6/4/2020 5:54 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 UTILITY PROFILESC7.07AS SHOWNPROFILE SCALE00505 XXXXX XXX X X X XX UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGTUGTUGTOHT OHT OHT OHT OHT OHT OHT UGT UGT UGT UGT UGT UGT UGT UGP UGP UGPUGP UGP UGPUGPUGP UGPUGPUGPUGP UGP UGP UGP SANSANSANSANSANSANSANWWW WWOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP 4 7 5 . 0 4 7 5 . 2 4 8 8 . 8 4 9 2 . 5 4 7 4 . 8 4 7 3 . 2 4905 0 0 E X . S A N .M H T O P = 4 7 5 . 4 I. I . = 4 6 9 . 5 I. O . = 4 6 9 . 3 O.H. ELECTRIC TELE. & TV LINES O.H. ELECTRIC TELE. & TV LINES WW WWWWWW W WSSSAN SAN SSAN 488488491490489489489490485 490490491492493494490489491492493487 488 484492492 4914914 9 24854904884894 8 7 490490 486487488485 483 484 486 10+0010+5011+0011+5012+0012+5013+0013+46.2010+0010+5011+0011+50 12+00 HICKORY STREETHORIZ 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+50488.00 488.65 489.31 489.97 490.62 491.28 491.94 1.31%PVI STA = 10+00.00 PVI ELEV = 488.00 PVI STA = 13+46.20 PVI ELEV = 492.543.5'MIN.8"X6" TEE; FHA STA 12+50 8"X8" TEE8" CLASS 52 DIPWATER LINESTORMPIPE 5071.5'ARV STA 11+03.34STORMPIPE 171STORMPIPE 601SANITARYPIPE 19-181.5'0SCALE 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 6/4/2020 5:55 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PROFILESC8.00AS 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+50451.7 492.54491.54490.34488.34 485.85 483.35 480.85 478.35 475.85 473.35 470.85 468.41 466.30 464.54 463.07 461.63 460.19 458.74 457.30 455.86 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 163STORMPIPE 159STORMPIPE 1551.5'STORMPIPE 1512'STORMPIPE 5018" CLASS 52 DIPWATER LINEPROPOSEDGRADEEXISTINGGRADEHICKORY STREET INTERSECTIONSTA 10+00.00 ARV STA 13+74.54 CD-1CD-1CD-28" TEESTA 11+31.67 FHA STA 14+05.00 SANITARYPIPE 14-13ARV STA 19+13.661.5'STORMPIPE 153AXX 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 WWWWWWWWWWWWWSS SSSSSSANSANSANSANSANSANSANSANS SANSAN WWWSAN488491 46 0 455450 455 46 0 4 6 5 470 475 480485490492492 491491492485490488489485483484486487490 480 464475480471472473474476477478479481482 470 468 469 465 464 466 467 461462463 460458 455450445455 4 5 4 4504 4 5 4 4 0 44744844945145245345445645745845947047548049044912+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 HICKORY STREET ROAD 1JOB 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 6/4/2020 5:55 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PROFILESC8.01AS 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+00457.30455.86454.42452.97451.53450.09 448.64 447.20 445.76 444.32 442.87 441.44 440.07 438.76 437.51 436.26 435.00 433.75 432.50 -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 145STORMPIPE 2111.5'STORMPIPE 205STORMPIPE 107SANITARYPIPE 12-113.5'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 ARVSTA 20+45.48 ARV STA 27+43.16 GV STA 27+85.89 GV STA 27+85.89CD-1CD-1CD-1CD-1STORMPIPE 5012'STORMPIPE 137STORMPIPE 1331.5'MIN.CD-2FHA STA 23+28.921.5'MIN.STORMPIPE 143A1.5'MIN.STORMPIPE 209ASTORMPIPE 207AXUGT UGT UGT UGTUGT UGTUGPUGPUGP SAN SAN SAN 398.5 440.8 454.7453.2451.5 452.9 446.8 436.7 STREAM 430 420440450450440 440420420435STEEP SLOPES(TYPICAL)W W W W W W W W WS SS SSS SS SSANSANSANSANSANSANSANSANSANSANSAN SANSANSAN SSSANSAN WWWWWWWWWWX XX X X WSANDD D D 430435435435440440447447448449445451452453440 445439441442443444446440445450450445440445440 4364374384394354304254 2 0 425 430 415414416415414416415414420418419416417425443444430 435 4 4 0 420 425450455435426430440 439 4454424434444404384394 3 3 43 4 43 2 433433434441442443445446447448449451452 450449451452435433434437438436441444434430 450449451446447448449 445444 D D D 447448446447448 449450451452 43343143244043743843944143 6 43 7 438420425430435440 420 D 10+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+10.23ROAD 1ROAD 2 JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\40919-Southwood_Redev\DWG\Sheet\CD\C8.0 - ROAD PROFILES.dwg | Plotted on 6/4/2020 5:56 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PROFILESC8.02AS SHOWNPROFILE SCALE005050SCALE 1"=40'80'40'NAD 83 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 24304354404454504554604654304354404454504554604659+5010+00441.5447.3 11+00451.8 450.4 12+00445.5 443.9 13+00447.2 451.4 14+00452.7 455.3 15+00458.1 458.4 16+0016+50443.08 443.07 444.54 446.04 447.93 449.87 451.80 453.73 455.67 457.53 457.96 457.02 10' VCK = 2.00A.D. = 4.95%PVI ELEV = 442.48PVI STA = 10+30LOW POINT STA = 10+29.05LOW POINT ELEV = 442.54BVCS = 10+25.05BVCE = 442.58EVCS = 10+34.95EVCE = 442.6227' VCK = 30.00A.D. = 0.92%PVI ELEV = 446.08PVI STA = 11+52.01LOW POINT STA = 11+38.27LOW POINT ELEV = 445.67BVCS = 11+38.27BVCE = 445.67EVCS = 11+65.76EVCE = 446.6176' VCK = 13.00A.D. = -5.87%PVI ELEV = 458.54PVI STA = 14+74.24HIGH PT STA = 14+86.37HIGH POINT ELEV = 458.04STOPPING SIGHT DISTANCE = 151BVCS = 14+36.11 BVCE = 457.06 EVCS = 15+12.37 EVCE = 457.78-2.00%2.95%-2.00%3.87% PVI STA = 10+00.00PVI ELEV = 443.08 PVI STA = 15+61.77 PVI ELEV = 456.798" CLASS 52 DIPWATER LINEPROPOSEDGRADEEXISTINGGRADEROAD 1 INTERSECTIONSTA 10+00.00 ROAD 3 INTERSECTION STA 15+59.781.5'1.5'SANITARYPIPE 34-331.5'STORMPIPE 215STORMPIPE 221STORMPIPE 225ARV STA 13+84.003.5'MIN.GVSTA 10+05.00 GV STA 15+54.78CD-1CD-1SANITARYPIPE 10-9STORMPIPE 417A2'CD-28" TEE STA 13+14.33 1.5'STORMPIPE 223AUGTUGTUGTUGT UGTUGTUGTUGTUGTUGP UGPUGPUGPUGPSA N SA N OHPOHPOHPOHP4 6 2 . 9 4 6 3 . 9 454.7 4 5 6 . 9 4 5 3 . 2 4 5 1 . 5 4 5 2 . 9 4 4 6 . 8 4 6 3 . 5 3 9 5 . 6 3 9 5 . 2 PLINY ROAD25" OAK STREAM450 440450 460450 450440 E X . S A N .M H 2 6 (W A T E R T I G H T / V E N T E D ) T O P = 3 9 6 . 1 I. I . = 3 9 0 . 8 I. O . = 3 9 0 . 6445435 455 WW W W WWWWWWWWWS SSS SSSSANSAN SAN SA N SSANSANSSSSANSANSANW W W WWWWW XXX XXWSAN SANDD440 455 445 450460455 450 44 5 447447448449 445456457455451452453454456 457440445439441442443444446440 450455451452453454456457445 450455455454450445440445440 44545 0 44 0 440 445 455456457458446 447448449450 455 46046045745845946145 7 4504554354264304404 3 9 445442443444440438439441 442 443 445 446 447 448 449 451 452 453 454 450449451452447448450449451452453454460459461462444430 450449 451446447448449445444 D 4564574584594604594614474484464474484 4 9 45 0 451 452455440437438439441438 4584 5 8 458425430435440425DD1 3+ 0 0 1 3 + 5 0 14+ 0 0 14+50 15+00 15+50 16+0016+5016+65.4510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5015+61.7720+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50ROAD 1ROAD 2R O A D 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 6/4/2020 5:56 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PROFILESC8.03AS SHOWNPROFILE SCALE005050SCALE 1"=40'80'40'NAD 8 3 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5ROAD 34154204254304354404454504554604654154204254304354404454504554604659+5010+00424.7428.0 11+00433.1 436.3 12+00432.2 430.8 13+00436.2 442.3 14+00448.9 452.5 15+00455.4 458.2 16+00460.7 461.8 17+0017+50PVI ELEV = 435.04PVI STA = 11+00LOW POINT STA = 10+76.10LOW POINT ELEV = 434.08BVCS = 10+76.10BVCE = 434.08EVCS = 11+23.90EVCE = 436.22PVI ELEV = 432.44PVI STA = 10+35LOW POINT STA = 10+30.00LOW POINT ELEV = 432.64BVCS = 10+20.00BVCE = 432.74EVCS = 10+50.00EVCE = 433.04PVI STA = 15+53HIGH PT STA = 16+03.48HIGH POINT ELEV = 459.52STOPPING SIGHT DISTANCE = 742BVCS = 15+02.52BVCE = 455.00EVCS = 16+03.48EVCE = 459.524.00%4.96%-2.00%4.00%433.14433.04 435.09 437.52 440.00 442.48 444.96 447.44 449.92 452.40 454.88 457.25 459.38 461.38 EXISTINGGRADEPROPOSEDGRADE8" CLASS 52 DIPWATER LINEROAD 1 INTERSECTIONSTA 10+00.00PVI STA = 10+00.00PVI ELEV = 433.14 PVI STA = 16+65.45 PVI ELEV = 462.00 ROAD 1 INTERSECTIONSTA 13+46.20ROAD 2 INTERSECTION STA 15+42.30 1.5'8"X8" TEESTA 10+00.00 8"X8" TEE STA 10+00.00STORMPIPE 119STORMPIPE 419STUB OUT FORFUTURE PHASES3.5'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-1SANITARYPIPE 6-5FHASTA 10+24.65 FHA STA 14+69.50 UGPUGPOHP OHP OHP OHP OHP OHP415.2408.9414.1414.7463.5W.P.O. BUFFER STRE A M 4 3 0 440 460 420 445435PRESERVEDSTEEP SLOPES(TYPICAL)WWWWWWW W W WWWWWSSSS SSSSANSANSAN SAN SA NSANSANSANSAN SSSANSANWWWWW WXXXXXW S A NDD430435435435440440 445 450460455 45 0445 455 452 453 454 456 45 7440 445439441442443444446440450455451452453454456457440436437438439435430425420425430415414416415414420418419416417425 445 445 443 444435440 4404454504404 4 0 4 4 5 455456457458446 447 448 449 450 455 460 460 457 458 459 461457440439445 442 443 444 44043843943343443243 3433434 44143 5 4 3 3 43 4 437 438 436 446 447 448 450 449 451 452453454460459461462441434DDDD 456457458459460459461455433431432 440 437 438 439 441436437438 458 458458420425 430435440420D D10+0010+5011+0011+5012+0012+5013+0013+5014+001 4 + 5 0 15 + 0 0 15+50 16+00 16+5016+65.45 12+0012+5013+0013+5014+0014+5015+0015+5015+61.7725+0025+5026+0026+5027+0027+5028+0028+10.23 ROAD 1ROAD 2ROAD 3JOB 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 6/4/2020 5:56 PM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 ROAD PROFILESC8.04AS SHOWNPROFILE SCALE005050SCALE 1"=40'80'40'NAD 83 XX XX X XX XXXX X X XXXXH-2 H-3 H-4 H-5 H-6 H-7 H-8 H-1 J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 P-1 P-2P-3P-4P-5 P-6 P-7P-8P-9 P-10P-11P-12P-13 P-14P-15P-16P- 1 7 P- 1 8 P-1 9 P-20 P-21P-22P-23P-24P-25 BLOCK 1 BLOCK 3 BLOCK 6 BLOCK 4 BLOCK 7 BLOCK 5 BLOCK 8 BLOCK 10 BLOCK 9 BLOCK 11 BLOCK 12 FUTURE RESIDENTIAL UNITS BITTERNU T L A N E WHARTON D R I V EPLINY ROADH I C K O R Y S T R E E T OLD LYN C H B U R G R O A DAMBROSEC O M M O N SDRIVE BLOCK 2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR 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 notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICEK:\201 - Utilities\Projects\Water Models for Other Groups\Albemarle\40919-Southwood_Redev\DWG\40919-201-WMDL.dwg | Plotted on 3/9/2020 1:45 PM | by Scott Harvey3/23/2020 SOUTHWOOD REDEVELOPMENT - VILLAGE 1COUNTY OF ALBEMARLE, VA40919 3/23/2020 C9.0 WATER SYSTEM HYDRAULIC ANALYSIS - LAYOUTA. CHIODINI S. HARVEY B. STRICKLAND NEW PIPE EXISTING PIPE NOR T H N.T.S.PRELIMINARY JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR 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 notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICEK:\201 - Utilities\Projects\Water Models for Other Groups\Albemarle\40919-Southwood_Redev\DWG\40919-201-WMDL.dwg | Plotted on 3/9/2020 1:45 PM | by Scott Harvey3/23/2020 SOUTHWOOD REDEVELOPMENT - VILLAGE 1COUNTY OF ALBEMARLE, VA40919 3/23/2020 C9.1 WATER SYSTEM HYDRAULIC ANALYSIS - RESULTSA. CHIODINI S. HARVEY B. STRICKLAND ·FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. ·SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. ·THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. ·THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. ·THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. ·AVERAGE DAILY DEMANDS: ··RESIDENTIAL UNITS: ···FLOW FACTOR = 400 GPD / UNIT ···DURATION = 24 HOURS ···AVERAGE DAILY DEMAND = 0.28 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK ··BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT ··BLOCK 3: ···RESIDENTIAL UNITS = 22 ···AVERAGE DAILY DEMAND = 6.11 GPM AT J-11 ··BLOCK 4: ···RESIDENTIAL UNITS = 10 ···AVERAGE DAILY DEMAND = 2.78 GPM AT J-12 ··BLOCK 5: ···RESIDENTIAL UNITS = 71 ···AVERAGE DAILY DEMAND = 19.72 GPM AT J-16 ··BLOCK 6: ···RESIDENTIAL UNITS = 6 ···AVERAGE DAILY DEMAND = 1.67 GPM AT J-11 ··BLOCK 7: ···RESIDENTIAL UNITS = 6 ···AVERAGE DAILY DEMAND = 1.67 GPM AT J-14 ··BLOCK 8: ···RESIDENTIAL UNITS = 5 ···AVERAGE DAILY DEMAND = 1.39 GPM AT J-8 ··BLOCKS 9-11: ···MIDRISE APARTMENTS = 69 UNITS ····FLOW FACTOR = 250 GPD / UNIT ····TOTAL DEMAND = 17,250 GPD ····DURATION = 24 HOURS ····AVERAGE DAILY DEMAND = 11.98 GPM ···TOWNHOMES = 32 UNITS ····FLOW FACTOR = 300 GPD / UNIT ····TOTAL DEMAND = 9,600 GPD ····DURATION = 24 HOURS ····AVERAGE DAILY DEMAND = 6.67 GPM ···STUDIO APARTMENTS = 32 UNITS ····FLOW FACTOR = 100 GPD / UNIT ····TOTAL DEMAND = 3,200 GPD ····DURATION = 24 HOURS ····AVERAGE DAILY DEMAND = 2.22 GPM ···BREEZEWAY UNITS = 116 UNITS ····FLOW FACTOR = 250 GPD / UNIT ····TOTAL DEMAND = 29,000 GPD ····DURATION = 24 HOURS ····AVERAGE DAILY DEMAND = 20.14 GPM ·····AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (41.01 GPM) AND SPLIT EVENLY (13.67 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 ··BLOCK 12: ···ONE BEDROOM RESIDENTIAL UNITS = 15 ····FLOW FACTOR = 150 GPD / UNIT ····TOTAL DEMAND = 2,250 GPD ····DURATION = 24 HOURS ····AVERAGE DAILY DEMAND = 1.56 GPM AT J-2 ···TWO BEDROOM RESIDENTIAL UNITS = 65 ····FLOW FACTOR = 250 GPD / UNIT ····TOTAL DEMAND = 16,250 GPD ····DURATION = 24 HOURS ····AVERAGE DAILY DEMAND = 11.28 GPM AT J-2 ···COMMERCIAL KITCHEN = 5,000 SF ····FLOW FACTOR = 1 GPD / SF ····TOTAL DEMAND = 5,000 GPD ····DURATION = 12 HOURS ····AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 ···RETAIL SPACE = 5,000 SF ····FLOW FACTOR = 250 GPD / 1,000 SF ····TOTAL DEMAND = 1,250 GPD ····DURATION = 12 HOURS ····AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ···PHA LEASING AND COMMUNITY SPACE = 3,200 SF ····FLOW FACTOR = 175 GPD / 1,000 SF ····TOTAL DEMAND = 560 GPD ····DURATION = 8 HOURS ····AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 ··FUTURE RESIDENTIAL UNITS ···UNITS = 250 ···AVERAGE DAILY DEMAND = 69.44 GPM AT J-3 ···UNITS = 250 ···AVERAGE DAILY DEMAND = 69.44 GPM AT J-15 ·MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 ·PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 ·BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. ·THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW FROM EACH HYDRANT, FLOWED NON-SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. ·PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. ·THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. ·IT IS ASSUMED THAT THE OFF-SITE WATER SYSTEM HAS ADEQUATE STORAGE CAPACITY. N.T.S.PRELIMINARY SAN SAN SANX X XX XX X XXXUGTUGTUGTUGTUGTUGTU G T U G T U G TUGTUGTUGT UGTUGTUGTUGT UGT UGTUGT UGT UGTUGTUGTUGT UGT UGTUGTUGT UGTOHT OHT OHT OHT U G T UGT UGT UGT UGT UGTUGP UGPUGPUGPUGPUGPUGPUGP UGPUGP UGPUGP UGP UGPUGPUGP UGPUGPUGPUGP UGP SAN SANSANSAN OHPO H P O H P OHP OHP OHP OHP OHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP SAN SAN S A NSANSAN (EX.PRIVATE ROAD)OLD LYNCHBURG R O A D WHARTON DRIVEPLINY ROADBITTERNUT LANE HICKORY STREETE X . S A N .M H T O P = 4 7 5 . 4 I. I . = 4 6 9 . 5 I.O . = 4 6 9 . 3 420 422 4244264284304 3 2 434 436 438 44 0 44 2 44 4 418420422424426428430432436434438440442 444446450 4524544544564584604624624604584 5 6456454452450446442444438 436 4 3 6 4 3 8 440442446 448 450 452 454 45 6 4 5 8 460458456 462464 466 468 470 472 474 476 478 480 482 484 486 488 490 492494492492490BLOCK 2 BLOCK 11 BLOCK 9 BLOCK 10 BLOCK 8 BLOCK 5 BLOCK 4 BLOCK 6 BLOCK 1 BLOCK 12 BLOCK 3 SAN SAN SAN SANSSSSSS SSS SSSS SSSSS SSSSSSSSSSSS S18 17 16 15 14 35 13 43 34 12 11 42 33 10 32 41 9 31 6 24 5 23 4 22 3 21 2 1 7 8 19 BLOCK 7 FUTURE RESIDENTIAL UNITS C9.2 SANITARY SEWER HYDRAULIC ANALYSISA. CHIODINI B. STRICKLAND B. STRICKLAND NTS JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR 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 notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICEK:\201 - Utilities\Projects\Water Models for Other Groups\Albemarle\40919-Southwood_Redev\DWG\40919-201-SSWR.dwg | Plotted on 3/9/2020 1:24 PM | by Adam Chiodini3/23/2020 SOUTHWOOD REDEVELOPMENT - VILLAGE 1COUNTY OF ALBEMARLE, VA40919 3/23/2020 NOTE: DUE TO THE PREVAILING TOPOGRAPHY, IT IS ASSUMED THAT 13 OF THE FUTURE RESIDENTIAL UNITS WILL BE SERVED BY THE PROPOSED SANITARY SEWER. THE REMAINING 2 3 WILL BE SERVED BY A FUTURE SEWER THAT CONNECTS TO THE EXISTING TRUNK LINE AT A LOCATION FURTHER UPSTREAM.PRELIMINARY 431.9411 412 430435435435440440445450460455450445447447448449445456457455451452453454456457440445439 441442443444446440450455451452453454456457445450D D D D D D450445440445440436437438439435430 425420425 430 415414416416415414420418419416417425445445443444430 435440420 425 430 435440 445 435450 440440445455456457458446447448449450455460460457458459461457435426430440 439 445442443444440438439433434432433433434441442443445446447448449451450449451452 435433434437438436446447448450449451452453454460459461462441444D 434D430450449451446447448449445444456457458459460459461447448446 447 448449450451452 455433431432440437438439441436437438 458458458420425430435440420425D D W W W W W W WWWWWWW W W W W W W W W W WWWWWWWWWWWWWWXXXXXX X W S SSANSSANS SSS S SS SS S SSANSANSANS AN SANSANSANSANSANSAN SAN SAN SAN S AN S AN S SSSANSANSANSANSAN UGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTUGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTUGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTUGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTPARKING LOT TREE, TYP PARKING LOT TREE, TYP PARKING LOT LANDSCAPE AREA (HATCHED) PARKING LOT LANDSCAPE AREA (HATCHED) STREET TREE, TYP STREET TREE, TYP STREET TREE, TYP TOTAL SITE AREA (20.97 ACRES) RECREATION AREA (0.92 ACRES) WPO BUFFER TO NEW PROPERTY BOUNDARY IS LIMITS OF PRESERVED TREES IN THE LANDSCAPE CALCULATIONS (6.20 ACRES) 1" = 30'-0" LOT 11 LOT 10 LOT 12 LOT 9 LOT 9 LOT 8 CONDO #1 CONDO #3 CONDO #2 CONDO #4 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 2 LOT 1 RESIDUE #2 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 ROAD 2 ROA D 3ROAD 1 MOUNDED PLAYSCAPE PAVED PLAYCOURTS ENTRANCE GARDEN / PLAZA TOT LOT COMMUNITY GARDEN PASSIVE REC BOARDWALK OVER BMP PICNIC TRAIL TO OPEN SPACE PERGOLA PICNIC LAWN LAWN ROAD 3 ROAD 1 WPO BUFFER, TYP WPO BUFFER, TYP BMP PARKING LOT #1 PARKING LOT #2 COURTYARD CENTRAL PARK STORMWATER GARDEN L Y NC H B U RGOL D RO A D LYNCHBURGOLDROAD431.9411 412 430435435435440440445450460455450445447447448449445456457455451452453454456457440445439 441442443444446440450455451452453454456457445450D D D D D D450445440445440436437438439435430 425420425 430 415414416416415414420418419416417425445445443444430 435440420 425 430 435440 445 435450 440440445455456457458446447448449450455460460457458459461457435426430440 439 445442443444440438439433434432433433434441442443445446447448449451450449451452 435433434437438436446447448450449451452453454460459461462441444D 434D430450449451446447448449445444456457458459460459461447448446 447 448449450451452 455433431432440437438439441436437438 458458458420425430435440420425D D W W W W W W WWWWWWW W W W W W W W W W WWWWWWWWWWWWWWXXXXXX X W S SSANSSANS SSS S SS SS S SSANSANSANS AN SANSANSANSANSANSAN SAN SAN SAN S AN S AN S SSSANSANSANSANSAN UGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTUGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTUGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENTUGP UGP UGP UGP OHPOHPOHPOHPOHPOHPO H P O H P O H P SANSTREAMASSUMED 35.00'PRESCRIPTIVEEASEMENT0 15 30 60 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR 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 notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\1-Projects\Southwood\CAD\03 Sheets\L.101.dwg | Plotted on 6/3/2020 4:31 PM | by Rebecca Costanzo04/06/2020 SOUTHWOOD REDEVELOPMENT - VILLAGE 1COUNTY OF ALBEMARLE, VA40919REVISED PER COUNTY COMMENTS 4/6/2020L1.01 OVERALL SITE LANDSCAPE PLANR. COSTANZO T. SHALLENBERGER 1" = 30'-0" N 460455450455460465470475480485490485490490489491490489491492493487488484492491491492485490488489485483484486487490480464475480471472473474476477478479481482470468469465464466467461462463460458455450445455454450450455451452453454456457458459470475480490487488485483484486450449451449D450451452XXXXXXXX XXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLOT 12LOT 9460455450455460465470475480485490485490490489491490489491492493487488484492491491492485490488489485483484486487490480464475480471472473474476477478479481482470468469465464466467461462463460458455450445455454450450455451452453454456457458459470475480490487488485483484486450449451449D450451452WWWWWWWWWWWWWWWWWWWWWW SS S S S S S SANSANSANSANSANSANSANSSAN SAN SSANXXXXXXXX XXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXX XXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXX XXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXX XXXXXXXXXXXXXXXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHTOHTOHTOHTOHTOHTOHTOHTOHTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSANSANSANSANSANWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP(6) PA(8) QB(7) QP(8) UA(8) QB(8) QP(8) UA(8) QB(8) QP (19) PA EX. OVERHEAD UTILITY EX. BMP EX. OVERHEAD UTILITY EX. UNDERGROUND UTILITIE TO BE RELOCATED OLD LYNCHBURG ROA D (PUBLIC)AMBROSE COMMONS DRIVEMOSBY MTN SUBDIVISION MOSBY MTN SUBDIVISIONHICKORY STREETROAD 1 EXISTING MIX OF HARDWOODS AND EVERGREENS TO REMAIN PLINEY ROAD BITTERNUT LANE WHARTON DRIVEHICKORY STREETJOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR 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 notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\1-Projects\Southwood\CAD\03 Sheets\L.102.dwg | Plotted on 6/3/2020 4:29 PM | by Rebecca Costanzo04/06/2020 SOUTHWOOD REDEVELOPMENT - VILLAGE 1COUNTY OF ALBEMARLE, VA40919REVISED PER COUNTY COMMENTS 4/6/2020L1.02 PLANTING PLANR. COSTANZO T. SHALLENBERGER 0 20 40 80 1" = 30'-0"NMA TC H L I N E - S E E S H E E T L 1 . 0 3 UGP UGP UGP UGP OHPOHPOHPOHPOHPO H P O H P O H P O H P SAN430435435435440440445450460455450445447447448449445456457455451452453454456457440445439 441442443444446440450455451452453454456457445450D D D D D D450445440445440436437438439435430 425420425 430 415414416415414420418419416417425445445443444430 435440420 425 430 435440 445 435450 440440445455456457458446447448449450455460460457458459461457450435426430440 439 445442443444440438439433434432433433434441442443445446447448449451452450449451452 435433434437438436446447448450449451452453454460459461462441444D 434D430450449451446447448449445444456457458459460459461447448446 447 448449450451452 455433431432440437438439441436437438 458458458420425430435440420425D D UGP UGP UGP UGP OHPOHPOHPOHPOHPO H P O H P O H P O H P SANUGP UGP UGP UGP OHPOHPOHPOHPOHPO H P O H P O H P O H P SANUGP UGP UGP UGP OHPOHPOHPOHPOHPO H P O H P O H P O H P SAN430435435435440440445450460455450445447447448449445456457455451452453454456457440445439 441442443444446440450455451452453454456457445450D D D D D D450445440445440436437438439435430 425420425 430 415414416415414420418419416417425445445443444430 435440420 425 430 435440 445 435450 440440445455456457458446447448449450455460460457458459461457450435426430440 439 445442443444440438439433434432433433434441442443445446447448449451452450449451452 435433434437438436446447448450449451452453454460459461462441444D 434D430450449451446447448449445444456457458459460459461447448446 447 448449450451452 455433431432440437438439441436437438 458458458420425430435440420425D D UGP UGP UGP UGP OHPOHPOHPOHPOHPO H P O H P O H P O H P SANLOT 11 LOT 10 LOT 12 LOT 9 LOT 9 LOT 8 CONDO #1 CONDO #3 CONDO #2 CONDO #4 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 2 LOT 1 RESIDUE #2 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 ROAD 2 ROA D 3ROAD 1 MOUNDED PLAYSCAPE PAVED PLAYCOURTS ENTRANCE GARDEN / PLAZA TOT LOT COMMUNITY GARDEN PASSIVE REC BOARDWALK OVER BMP PICNIC TRAIL TO OPEN SPACE PERGOLA PICNIC LAWN LAWN ROAD 3 ROAD 1 WPO BUFFER, TYP WPO BUFFER, TYP BMP PARKING LOT #1 PARKING LOT #2 COURTYARD CENTRAL PARK STORMWATER GARDEN L Y NC H B U RGOL D RO A D LYNCHBURGOLDROADW W W W W W WWWWWWW W W W W W W W W W WWWWWWWWWWWWWWXXXXXX X W SANSANSSS S SS SS S SSANSANSANS AN SANSANSANSANSANSAN SAN SAN SAN S AN S AN S SSSANSANSANSANSAN (1) QB (6) AS (6) PA (4) QB (2) QB (6) AS (4) AR (7) GB (10) BN (2) AS (4) CC (4) CF (12) LS (7) AS (6) CC (8) AC (6) QB (5) AR (4) AS (6) AC (3) QB (6) AR (3) AC (5) MV (8) QB (5) LS (1) BN (6) AS (8) AR (5) AS (14) GB (4) PA (3) AS Legend - Groundcover Grass Hemerocallis fulva Liriope muscari Perennial garden Panicum virgatum 'Cape Breeze' Panicum virgatum 'Shenandoah' Juncus effusus Rhus aromatica 'Gro-Low' Iris Sibirica Amsonia hubrichtii Amsonia tabernaemontana (9) VD-A (4) FG (4) FG (15) HP(15) HP (30) IV-LH (30) IV (11) CA (2) CF (11) CA (2) CF(9) FG (9) FG (4) PA (20) HP (12) HQ (16) VD-C (10) HQ (76) FG (10) RA (5) VD-C (12) HQ (14) CA (3) CF (34) VD-B(34) VD-B (12) CF (18) IV-LH (16) FM EXISTING TREES TO REMAIN BETWEEN OLD LYNCHBURG ROAD AND THE PROPOSED TRAIL, AS A BUFFER. SUPPLEMENT BARE AREAS, INCLUDING REGRADED AREAS, WITH A MIX OF EVERGREEN AND DECIDUOUS TREES. (16) IV-HG (14) CA (17) IV-WR (5) JV (1) CF (3) QN (2) CF (2) TO (3) QN (3) TD (15) VD-A (2) AR (2) TO (9) CO (3) TO (1) TD INTERSECTION SIGHT LINEINTERSECTION SIGHT LINEINTERSECTION SIGHT LINEINTER S E C TI O N SI G H T LI N E INTERSECTION SIGHT LINEINTERSECTION SIGHT LINEINTER S E C TI O N SI G H T LI N E INTERSECTION SI G H T L I N E INTERSECTION SI G H T L I N E INTE R S E C TI O N SI G H T LI N E INTERSECTION SIGHT LINEALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS, TYP. JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR 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 notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\1-Projects\Southwood\CAD\03 Sheets\L.103.dwg | Plotted on 6/3/2020 4:34 PM | by Rebecca Costanzo04/06/2020 SOUTHWOOD REDEVELOPMENT - VILLAGE 1COUNTY OF ALBEMARLE, VA40919REVISED PER COUNTY COMMENTS 4/6/2020L1.03 PLANTING PLANR. COSTANZO T. SHALLENBERGER 0 15 30 60 1" = 30'-0" N MAT CHLINE - SEE SHEET L1.02 7. EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUTOFF.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\E1.0 - PHOTOMETRIC PLAN.dwg | Plotted on 6/5/2020 9:26 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 PHOTOMETRIC PLANE1.001"=30'0SCALE 1"=30'60'30'NAD 83NOTE: EACH LUMINAIRE THAT EMITS 3,000 ORMORE MAXIMUM LUMENS MUST BE FULL CUT OFF. 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\E1.0 - PHOTOMETRIC PLAN.dwg | Plotted on 6/5/2020 9:26 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 LIGHTING CUT SHEETSE2.00N.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\E1.0 - PHOTOMETRIC PLAN.dwg | Plotted on 6/5/2020 9:27 AM | by Kevin Flynn C. GAYNERC. SHIFFLETTC. SHIFFLETT10/30/19SOUTHWOOD REDEVELOPMENT - VILLAGE 1 COUNTY OF ALBEMARLE, VA40919 REVISED PER COUNTY COMMENTS 4/7/2020 6/4/2020REVISED PER COUNTY COMMENTS 6/4/2020 LIGHTING CUT SHEETSE2.011"=30'