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Home My WebLink AboutWPO201900021 Plan - VSMP 2019-11-15SITE DATA:TAX MAP PARCEL: 03200-00-00-006R0SITE ADDRESS: 4211 LEWIS AND CLARK DRIVECHARLOTTESVILLE, VA 22911OWNER: UNIVERSITY OF VIRGINIA FOUNDATIONP.O. BOX 400218CHARLOTTESVILLE, VA 22904ENGINEER:TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COMSITE AREA:455.85 ACRESLIMITS OF DISTURBANCE: 4.66 ACRESZONING:PLANNED DEVELOPMENT INDUSTRIAL PARKMAGISTERIAL DISTRICT: RIOSOURCE OF BOUNDARY AND TOPOGRAPHY:KIRK HUGHES & ASSOCIATESLAND SURVEYORS & PLANNERS220 EAST HIGH STREETCHARLOTTESVILLE, VA 22902(434)296-6942DATE OF SURVEY: OCTOBER 30, 2017DATUM:HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONEVERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: PRIVATE ROADWETLAND IMPACTS:AS SHOWNWATER SUPPLY: ACSASANITARY SEWER: ACSADRAINAGE DISTRICT: NORTH FORK RIVANNA RIVERNO STEEP SLOPES ARE AFFECTED BY THIS PROJECTTHERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.TOTAL AVERAGE DAILY TRAFFIC: 8,621WPO201900021 APPROVAL DATE: 1/10/2020COUNTY OF ALBEMARLE, VIRGINIAUVA RESEARCH PARK LOOP ROAD11/15/2019VICINITY MAP1"=2000'NAD83 DEVELOPER:UNIVERSITY OF VIRGINIA FOUNDATIONP.O. BOX 400218CHARLOTTESVILLE, VA 22904CONTACT: TODD MARSHALLTELEPHONE: (434) 924-2569ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVE. SUITE 200CHARLOTTESVILLE, VA 22903CONTACT: CRAIG KOTARSKI, P.E.TELEPHONE: (434) 327-1688SITELOCATIONN.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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C0.0 COVER.dwg | Plotted on 2/5/2020 1:04 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSC0.0COVER # OF SHEETS = 21VSMP PLANWPO 201900021SUB201900049, UVA RESEARCH PARK LOOP ROAD (ROAD PLAN)Sheet List TableSheet NumberSheet TitleC0.0COVERC0.1OVERALL PLANC1.0NOTES AND DETAILSC1.1NOTES AND DETAILSC1.2NOTES AND DETAILSC1.3NOTES AND DETAILSC2.0EXISTING CONDITIONS AND DEMOLITION PLANC3.0EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.1EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.2EROSION & SEDIMENT CONTROL PHASE 1C3.3EROSION & SEDIMENT CONTROL PHASE 2C4.0LAYOUT PLANC4.1LAYOUT PLANC4.2UTILITY PROFILESC4.3UTILITY PROFILESC5.0GRADING AND DRAINAGE PLANC5.1GRADING SPOT SHOTS PLANC5.2GRADING SPOT SHOTS PLANC5.3ROAD PROFILESC5.4SIGHT DISTANCE PROFILEC6.0STORMWATER SUMMARY PLANC6.1STORMWATER MANAGEMENT PLANC6.2STORMWATER MANAGEMENT DETAILSC6.3STORMWATER MANAGEMENT DETAILSC7.0STORMWATER PROFILESL1.0LANDSCAPE PLANL2.0LANDSCAPE NOTES AND DETAILS MANAGED STEEPSLOPES (TYP.)MANAGED STEEPSLOPES (TYP.)ELEC. TRANS .TMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLAT580580 580 574 574 574 576 578 582582 582 584 584 5845 8 6560572574576 578570 580590568572574576578582584586588592560570580590558562564566568572574576578582584586588592594596570580572574576578582560570580562564566568572574576578582584586588570580590572574576578582584586588570570580580TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSE TANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP578580582576582584586588582578576580SSSSSANSANSANSAN SANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANDD SSSINLETOUTLETINLETOUTLET UGPG5805785825845865885805 7 4 5765785825 8 4 570580566568572574576578582584 580578582 582584590584586588592594 580 576574576578570572570566566568576572570568572574576578574576574574SHEETS - C4.0, C5.1 SHEETS - C4.1, C5.2 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C0.1-OVERALL.dwg | Plotted on 1/23/2020 1:28 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=40'C0.1OVERALL PLAN0SCALE 1"=40'80'40'NAD 83 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-1.0-NTDT.dwg | Plotted on 1/23/2020 1:28 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSN.A.GENERAL NOTES1.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OFTRANSPORTATION'S SPECIFICATIONS AND STANDARDS.2.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THEPLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TOBEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTINGCURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTIONPURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOWPLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED INACCORDANCE WITH SPECIFICATIONS.7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOTSTANDARDS AND SPECIFICATIONS.9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILSFOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BERESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANYTHE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THEENGINEER.13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OFCONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENTFROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWNON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THERELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICETRUNK LINES.15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BECOMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIREADDITIONAL FACILITIES AS DEEMED NECESSARY .17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIREDFIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'SREPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THESURFACE COURSE(S).18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATEFORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE ANDPERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THESURFACE COURSE(S).21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALLPAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TOCONDITIONING OF THE SUBGRADE.23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALSAND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS APREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOTMAINTAINED RIGHT OF WAY. (N/A)25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD.26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERESHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THESTANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FORREVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ONSTATE ROADS.29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGEPLACED AT THE END OF THE DAYALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTINGROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWNMAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THEREQUIREMENTS OF THE PERMIT SHALL GOVERN.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSIONCONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1OR BETTER ARE TO BE ACHIEVED.6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTIONINDUSTRY (29 CFR PART 1926).BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENTDURING CONSTRUCTION OF DAMS.2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENTFACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROMTHE COUNTY EROSION CONTROL INSPECTOR.GENERAL CONSTRUCTION NOTES FOR EROSION ANDSEDIMENT CONTROL1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THEPRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LANDDISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ANDSEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION ANDSEDIMENT CONTROL REGULATIONS.3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THEFIRST STEP IN CLEARING.4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONTHE SITE AT ALL TIMES.5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THECONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FORREVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROLMEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THEPLAN APPROVING AUTHORITY.7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALLTIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION IS ACHIEVED.8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERINGDEVICE.9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY ANDAFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TOMAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY.10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BEINERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PERZONING ORDINANCE SECTION 5.1.28.13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THECODE OF ALBEMARLE.14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BELIMITED TO THE HOURS OF 7:00AM TO 9:00PM.15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINSLATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TOADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREETBECAUSE OF SLIDES, SINKING, OR COLLAPSE.16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TOPERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSIONCONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,BUILDING OR OTHER PORTION OF THE PROPERTY.17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BEAT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OFANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OFANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TOBE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTYEROSION CONTROL INSPECTOR.18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, ANDMULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BEAPPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROLINSPECTOR.19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALLEVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIREDIMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME ISFILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TOACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECTSEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TOAPPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THEDATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTIONORDINANCE SECTION 17-207B)200200ROADSLEGENDSTORM PIPE & STRUCTURE NO.DROP INLET & STRUCTURE NO.CURBCURB & GUTTERCENTERLINE OF DITCHVDOT STANDARD STOP SIGNEXISTING CONTOURPROPOSED CONTOURPROPOSED 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 PROJECTTBC = TOP BACK OF CURBTBW = TOP BACK OF WALLGRADINGR-1100100TC240.50'PARKING COUNT1C1.0NOTES AND DETAILS JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-1.0-NTDT.dwg | Plotted on 1/23/2020 1:28 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSN.A.SUBBASESURFACEBASE18"4"TOP OF CURBR=2"CONTINUE 21B STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBVDOT A-3 CONCRETEVDOT STANDARD CG-2 CURBNo ScaleDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANSNo ScaleHEAVY DUTY ASPHALT PAVEMENT SECTION4" 21-B STONECOMPACTED SUBGRADECONC. WALKEXPANSION JOINT AT MAX OF 30', WITHPREMOLDED EXPANSION FILLERCONTROL JOINT SPACEDAT WIDTH OF WALK14"1"R= 14"NOTE:SIDEWALKS SHALL BE CONSTRUCTED INACCORDANCE WITH VDOT STANDARDS.DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANSNON-SLIP BROOM FINISHNo ScaleCONCRETE SIDEWALK PAVEMENT SECTIONMINIMUM 5' WIDTHMAX. CROSS SLOPE 2%COMPACTED SUBGRADE4" 3,000 PSI AIR-ENTRAINEDCONCRETE4" TYPE 21B STONE COVERNo ScaleCONCRETE SIDEWALK JOINT DETAIL No ScalePAVEMENT REPLACEMENT JOINT DETAILSPECIFIED ON PLANSSLOPE UNLESS OTHERWISEMATCH EX. CROSSSAWCUT EX.EDGE OF PAVEMENTCOURSESURFACE PROPOSED SURFACE COURSEPAVEMENTEXISTING PAVEMENT& REMOVE COURSEEX. SURFACE SAWCUT THROUGH IN WITH EXISTING PAVEMENTNOTE: PROPOSED PAVEMENT MUST TIE EX. E/P EXISTING PAVEMENT PROPOSED PAVEMENTAGGR. BASEBASE COURSE2" +2' MIN.MILL EX.EX. C/L PVMT.1":1'7"CONC CURB AND GUTTER CLASS 3A,(f'c=3,000 PSI) CONCRETE4" MIN.COMPACTEDSUBGRADE13"4"6"2" R6"6"2'-0"No ScaleVDOT STANDARD CG-6 CURB & GUTTER CONTINUE 21B STONEBASE FROM ADJACENTPAVEMENT SECTIONUNDER CURBSIGNAGE NOTES:1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHTHE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANYREVISION THERE TO:A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORMTRAFFICCONTROL DEVICES.C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGESPECIFICATIONS.D. THE 2000 INTERNATIONAL FIRE CODE.2.SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THEFIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHERCONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED INNOTE 1 ABOVE.3.ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED ANDINSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.STD.R1-124"(TYP.)STOP BAR DETAILNO SCALESOLID WHITE LINE12'(VARIES)NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETINGNo ScaleSTRIPING AND SIGNAGE DETAIL2'(TYP.)2'(TYP.)SOLID WHITE LINE6'C1.1NOTES AND DETAILSNo ScaleVDOT LAND USE PERMIT OPEN CUT PAVEMENT RESTORATON5'CG-7CG-6No ScaleTYPICAL TRANSITION BETWEEN CG-6 AND CG-72" INTERMEDIATE BASE COURSE - IM-9.0A8" TYPE 21-B AGGREGATE SUBBASE COURSE1.5" ASPHALTIC CONCRETE SURFACECOMPACTED SUBGRADECOURSE - SM-9.5A4" INTERMEDIATE BASE COURSE - BM-25.0D*CONTRACTOR TO FIELD VERIFY SUBGRADECBR VALUE AND REPORT BACK TO ENGINEERPRIOR TO BEGINNING CONSTRUCTION. 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-1.0-NTDT.dwg | Plotted on 1/23/2020 1:29 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSN.A.No ScaleMANHOLE FRAME AND COVER (TYP)FIG. S-I-DTD-25FRAME SECTION 24" DIA [606mm] 36" DIA [914mm] 7" [178mm] 1 1/2" [38mm] 28 7/16" DIA [722mm] 5/8" [16mm] 27 1/2" DIA [699mm] 26 1/4" DIA [667mm](4) 1" [25mm] DIA HOLESON 32 3/4" [834mm] DIABOLT CIRCLE.2" [51mm] LETTERS (RECESSED FLUSH)(2) CORED PICKBARS 1 1/2" [38mm]PICKHOLES(2) CLOSED 1" [25mm]1 1/8" [29mm] DIA BOSS 26" DIA [660mm] 1 1/2" [38mm]1/4" [6mm] DIANEOPRENE GASKET 25" DIA [635mm]O.D. OF GASKET GROOVE 23" DIA [584mm] 3 1/8" [79mm]SECTIONC1.2NOTES AND DETAILS JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-1.0-NTDT.dwg | Plotted on 1/23/2020 1:29 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSN.A.C1.3NOTES AND DETAILS 1":1'7"CONC CURB AND GUTTER CLASS 3A,(f'c=3,000 PSI) CONCRETE4" MIN.COMPACTEDSUBGRADE11"5"4"2" R6"6"2'-0"No ScaleVDOT STANDARD CG-7 CURB & GUTTER CONTINUE 21B STONEBASE FROM ADJACENTPAVEMENT SECTIONUNDER CURB3"1" R2"No ScaleSKIMMER FOR RISER STRUCTURE 302 MANAGED STEEPSLOPES (TYP.)MANAGED STEEPSLOPES (TYP.)ELEC. TRANS .TMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLAT580580 580 574 574 574 576 578 582582 582 584 584 5845 8 6560572574576 578570 580590568572574576578582584586588592560570580590558562564566568572574576578582584586588592594596580572574576578560570580562564566568572574576578582584586588570580590572574576578582584586588592570570580580TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSE TANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP578580582576582584586588582578576580SSSSSANSANSANSAN SANSANSANSANSANSANSANSEWER LINE TO BECONSTRUCTED PER UVARESEARCH PARK SEWEREXTENSION PROJECTSAWCUT AND REMOVE 1' WIDE STRIP OF ASPHALTREMOVE VEGETATION ASNECESSARY (TYP.)REMOVE CURB AND GUTTER REPLACE INLET TOP WITHSTD MH-1 FRAME ANDCOVER TOP TO MATCHPROPOSED GRADEPROPERTY LINE TOBE VACATEDREMOVE VEGETATION ASNECESSARY (TYP.)SAWCUT CURB AND GUTTERAT NEAREST JOINT (TYP.)SAWCUT CURB ATNEAREST JOINT (TYP.)REMOVE CURBSECTIONREMOVE ASPHALT FORUTILITY TRENCHINGSEPTIC FIELD TO BE REMOVED ASPARK OF UVA RESEARCH PARKSEWER EXTENSION PROJECT. NODISTURBANCE OVER SEPTIC FIELD OREXISTING SUPPLY LINE SHALL OCCURFOR THIS PROJECT UNTIL SEPTICSYSTEM IS REMOVEDCONTRACTOR TO APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROMVDOT BEFORE BEGINNING CONSTRUCTION IN THE RIGHT-OF WAY.CONTRACTOR TO COORDINATE MOT WITH VDOT AND FIRE STATION.ACCESS TO AND FROM FIRE STATION TO BE MAINTAINED AT ALL TIMES.ERADICATE EX. DOUBLEYELLOW STRIPING INTHIS AREAEXISTINGWETLANDTO REMAINMANAGED STEEPSLOPES (TYP.)REMOVE GRAVEL ROADREMOVE SECTIONOF EXISTING PATHSAWCUTSAWCUTROAD TO BE CONSTRUCTEDAS PART OF PROJECTSUB201800171 LEWIS ANDCLARK ROAD EXTENSIONREMOVE TREESSAWCUTLEGEND: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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-2.0-SURV.dwg | Plotted on 1/23/2020 1:30 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSC2.0EXISTING CONDITIONS AND DEMOLITION PLAN 1"=40'0SCALE 1"=40'80'40'NAD 83 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-3.0-EROS.dwg | Plotted on 1/23/2020 1:30 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSMINIMUM STANDARDS:AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THEFOLLOWING CRITERIA, TECHNIQUES AND METHODS:MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYSAFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BEAPPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINDORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARETO BE LEFT DORMANT FOR MORE THAN ONE YEAR.MS-2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED ORPROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARYPROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREASAND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLYSTABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER ISACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENTSHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONALBEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONSIMMEDIATELY AFTER INSTALLATION.MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BESERVED BY THE TRAP.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGEAREA 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 MINIMIZE EROSION.SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALLBE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATETEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BEPROVIDED.MS-10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THATSEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OROTHERWISE TREATED TO REMOVE SEDIMENT.MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BEINSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.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 THE GREATEST EXTENTPOSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OFCAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BYNONERODIBLE COVER MATERIALS.MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANYSIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALSHALL BE PROVIDED.MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVEWATERCOURSES 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 FOLLOWING STANDARDS INADDITION 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 AN APPROVEDSEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECTFLOWING STREAMS OR OFF-SITE PROPERTY.D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZEEROSION 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, PROVISIONS SHALL BEMADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERESEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING ORSWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWEDONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUALDEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINALSITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISEAUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREASRESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENTFURTHER EROSION AND SEDIMENTATION.MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENTDEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OFSTORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THESTANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUMSTANDARDS.EROSION AND SEDIMENT CONTROL NARRATIVE:PROJECT DESCRIPTIONTHIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW ROAD AND ASSOCIATED UTILITIES AND SITE WORK.LIMITS OF DISTURBANCE IS 4.66 ACRES.ADJACENT PROPERTYTHE PROPERTY IS BOUNDED BY INNOVATION DRIVE AND HOLLYMEAD FIRE RESCUE STATION TO THE EAST,AND SOME INDUSTRIAL MOSTLY VANCANT WOODED PARCELS TO THE NORTH, WEST AND SOUTH.EXISTING SITE CONDITIONSTHE SITE IS CURRENTLY MOSTLY WOODED WITH SLOPED TERRAIN AND STREAMS THAT FEED INTO A STREAMAND WETLANDS.PERMITTINGTHE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUALPERMIT, VRMC GENERAL PERMIT, OR US ACE NATIONWIDE PERMIT (WETLAND IMPACTS) ETC.OFF-SITE AREASNO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION.CRITICAL EROSION AREASEXTRA ATTENTION AND SPECIAL CARE SHALL BE GIVEN TO EROSION CONTROL MEASURES UPSTREAM OFWETLAND AREAS TO MAKE SURE THEY ARE IMPLEMENTED AND MAINTAINED CORRECTLY TO PROTECTWETLANDS.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 DISTURBED AREA, ON THE EASTERN SIDE OF THE PROJECT, DRAINS TO A LARGEWETPOND THAT WAS DESIGNED TO HANDLE STORMWATER QUANTITY FOR THE FULL BUILD OUT OF THERESEARCH PARK. THE WESTERN PORTION OF THE PROJECT DRAINS TO A DRY DETENTION POND DESIGNEDTO HANDLE THIS AREA OF DISTURBANCE.STRUCTURAL PRACTICES:1.TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BEPROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BEMAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUDTRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.2.SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OFAREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS INDICATED.ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENTSEDIMENT FROM LEAVING THE SITE.3.STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALLDRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROMENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.4.DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAINAREA.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.ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENTHAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSEDOF.6.OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATINGDEVICES SHALL BE PLACED AT ALL OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS.7.ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAMS SHALL BE CONSTRUCTED ACROSS ALL SWALESOR DRAINAGE DITCHES.8.TREE PROTECTION FENCE - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHERINJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY.9.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 I1.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR,OWNER, AND ENGINEER. THIS MEETING SHALL AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARINGLIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.2.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE, INLET PROTECTION, INLETPROTECTION AND OTHER PERIMETER MEASURES3.INSTALL CLEAN WATER DIVERSION AND ASSOCIATED TEMPORARY 15" HDPE PIPE AND END SECTION TODIVERT OFFSITE DRAINAGE AREA AWAY FROM PROJECT AREA.4.CLEAR AND GRADE SEDIMENT TRAPS #1 AND #25.INSTALL DIVERSION DIKE AND ENSURE POSITIVE DRAINAGE TOWARDS SEDIMENT TRAPS.5.1.CONTRACTOR SHALL ADJUST ALL DIVERSION DIKES AS REQUIRED TO MAINTAIN POSITIVEDRAINAGE TOWARDS SEDIMENT TRAPS AS CONSTRUCTION PROGRESSES.6.AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CANBEGIN.7.CLEAR AND GRUB LIMITS OF DISTURBANCE.8.ROUGH GRADE PROJECT AREA.9.SEED ALL DENUDED AREAS PER VESCH STANDARDS.PHASE II1.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.2.1.ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP #1 HAS BEEN PERMANENTLYSTABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAP #1. CONTRACTOR TOENSURE SILT FENCE ALONG THE TOE OF SLOPE IS INSTALLED AND IN GOOD CONDITION AT ALLTIMES TO ENSURE EXISTING WETLANDS ARE PROTECTED. ONCE THE 100-SERIES AND 300- SERIESSTORM PIPES AND STRUCTURES SYSTEM ASSOCIATED WITH DRY DETENTION BASIN AREOPERATIONAL, REMOVE THE TEMPORARY 15" HDPE PIPE, AND CLEAN WATER DIVERSION TO ENDSECTION. INSTALL STRUCTURE 402 AND PIPE 401 ACCORDINGLY.3.ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP #2 HAS BEEN PERMANENTLY STABILIZEDAND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAP #2. CONTRACTOR SHALL INSTALL SILTFENCE ALONG THE TOE OF ALL DISTURBED SLOPES PRIOR TO THE REMOVAL OF SEDIMENT TRAP #2 ANDENSURE IT IS IN GOOD CONDITION AT ALL TIMES.4.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.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.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:47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: BC3.0EROSION & SEDIMENT CONTROL NOTES & DETAILS JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-3.0-EROS.dwg | Plotted on 1/23/2020 1:30 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSNo ScaleSAFETY FENCEPOLYETHYLENEFABRIC (ATTACHTO POSTS WITHMETAL TIEWIRES.)CONVENTIONALMETAL (T) OR(U) POSTSBRACINGCONCRETE FOOTINGGROUND LINELINE POSTWIREFABRICCOMPACTED SOIL18" MIN.FLOW4.5' MIN.TEMPORARY DIVERSION DIKESTORMWATER INLET PROTECTIONSILT FENCE (W/O WIRE SUPPORT)No ScaleNo ScaleNo ScalePERSPECTIVE VIEWPLASTIC FENCEPERSPECTIVE VIEWMETAL FENCEPERSPECTIVE VIEW3.103.093.07- 6No ScaleSTORM DRAIN INLET PROTECTION3.07-13.05-2No Scale3.05-1CWD TO HAVE VDOTSTANDARD EC-2MATTING ON UPHILLSIDESILT FENCE (WITH WIRE SUPPORT)4"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)STEEPSLOPE12"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 200STAPLES REQUIRED PER100 SQ. YDS. OF MATERIALROLL. ANCHOR SLOTS,JUNCTION SLOTS &CHECK SLOTS TO BEBURIED 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"6" TO 12"2"No ScaleAAdoPLAN VIEW3do (MIN.)PIPE OUTLET TO WELLDEFINED CHANNELLa0 %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 USING PLATES3.18-3 AND 3.18-4.3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6INCHES.FILTERCLOTHKEY IN 6"-9"; RECOMMENDED FORENTIRE PERIMETERdOUTLET PROTECTION3.18FILTER 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 Scale3.026"-8"6"-8"1'-2"1'5'1'-2'1'FLOWFLOWNo Scale3.36-4TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTINGINSTALLATIONSOIL STABILIZATION MATTING SHALLBE USED IN CONJUNCTION WITHRIPRAP AT OUTLET END OF PIPEENTRENCHEDGES OFMATERIAL 6"CHECK SLOTS TO BECONSTRUCTED AS PERMANFACTURERSRECOMMENDATIONS.TRANSVERSE CLOSEDCHECK SLOTUPSTREAM ANDDOWNSTREAMTERMINALTRANSVERSEOPEN CHECKSLOTSOIL STABILIZATION BLANKET (TREATMENT-2) BMCEOPSSFSFIPCWDIPDDSAFBMBMC3.1EROSION & SEDIMENT CONTROL NOTES & DETAILSSTANDARD 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 ScaleTP3.38GRAVEL 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.SILT FENCE DROP INLETPROTECTIONPERSPECTIVE VIEWSELEVATION OF STAKE AND FABRIC ORIENTATIONDETAIL A1. SET THE STAKES.2. EXCAVATE A 4"X 4" TRENCH UPSLOPEALONG THE LINE OF STAKES.3. STAPLE FILTER MATERIAL TO STAKES ANDEXTEND IT INTO THE TRENCH.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.6'MAX.FLOW4"FLOWSHEET FLOW INSTALLATION(PERSPECTIVE VIEW)POINTS A SHOULD BE HIGHER THAN POINT B.DRAINAGEWAY INSTALLATION(FRONT ELEVATION)3'MAX.AAFLOW MANAGED STEEPSLOPES (TYP.)MANAGED STEEPSLOPES (TYP.)SHEDELEC. TRANS .580580 580 574 574 574 576 578 582582 582 584 584 570 580590568572574576578582584586588592594596598540550560570580536538542544546548552554 556 558562564566568572574576578582584586588580590572574576578582584586588592 570570 580580APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSE TANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP578580582576582584586588582578576580ST#1ST#2END SECTIONINV. 483.00OFFSITE DRAINAGEAREA = 2.15 ACCONNECT 15" HDPETO EXIST. DI-3BINV. 481.80TEMPORARY 15" HDPEDEPRESSED AREA TOBE FILLED AS PARTOF SANITARY SEWERINSTALLATION(PROVIDED UNDERSEPARATE COVER)STONE WEIR,16.9' x 18'564562560558SEDIMENT TRAP #2 (SEE DETAIL)DRAINAGE AREA = 2.81 ACTOP OF DAM = 565.00BOTTOM OF TRAP = 558.0015'56'DRAINAGEDIVIDEBEND TEMP. IN HDPECLEAN WATERDIVERSION DITCHTO DIVERT OFFSITEDRAINAGESTONE WEIR,13.8' x 15'SEDIMENT TRAP #1 (SEE DETAIL)DRAINAGE AREA = 2.31 ACTOP OF DAM = 573.00BOTTOM OF TRAP = 567.00568570572574570572 570572SFADJUST EXIST. GRADETO ACCOMMODATECONST. ENTRANCELIMITS OFDISTURBANCE =4.66 ACSEPTIC FIELD TO BEREMOVED AND FILLEDAS PART OFSANITARY SEWER(PROVIDED UNDERSEPARATE COVER)CEDDDDDDIPCWDCWDCWDSSFSSFDDDCTSDCTSDCTSDCTSDDTPTPTPSSFSSFSSFSSFSSF15" HPDE PIPE TO BE REMOVED ONCE THECONVEYANCE SYSTEM HAS BEENESTABLISHED TO THE DRY DETENTIONPOND. FOLLOWING THE REMOVAL OF THE15" HDPE, STRUCTURE 402 AND PIPE 401TO BE INSTALLED ACCORDINGLY.TP TPTP TP TPTPCONTRACTOR TOENSURE WETLANDS ARENOT DISTURBED AS PARTOF THIS PROJECTSOIL TYPE:94BSOIL TYPE:47CSOIL TYPE:94BSSSANSANSANSANSANSANSAN5805825845 8 6 5 8 8 580576578582584586588APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008DRAINAGEDIVIDEDDDCTSSSANSANJOB 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-3.2-ERO1.dwg | Plotted on 1/23/2020 1:31 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTSC3.2EROSION & SEDIMENT CONTROL PHASE 1 1"=40'EROSION CONTROL LEGEND3.053.07SILT FENCEINLET PROTECTIONDIVERSION DIKE3.09LIMITS OF CLEARING AND GRADING3.31TEMPORARY SEEDING3.32PERMANENT SEEDINGDUST CONTROL3.35MULCHING3.393.02CONSTRUCTION ENTRANCEIPSFCEDDTSPSDC3.20CHECK DAMCDOUTLET PROTECTION3.18MUOPSTSEDIMENT TRAP3.13DRAINAGE DIVIDE0SCALE 1"=40'80'40'NAD 83No ScaleSEDIMENT TRAP #23.13STSEDIMENT TRAP #13.13STCLEAN WATER DIVERSION3.12DD3.05SUPER SILT FENCESF3.38TREE PRESERVATION FENCETPTPMATCH LINE SEE THIS SHEET NOTES:1.CONTRACTOR SHALL ADJUST ALL DIVERSION DIKES ASREQUIRED TO MAINTAIN POSITIVE DRAINAGE TOWARDSEDIMENT TRAPS AS CONSTRUCTION PROGRESSES.2.SILT FENCE SHALL BE INSTALLED AT THE TOE OF THE SLOPEBEFORE ANY SITE GRADING ACTIVITIES AND WHEN POSITIVEDRAINAGE TOWARDS A SEDIMENT TRAP CANNOT BEACHIEVED.3.SEDIMENT TRAPS #1 AND #2 SHALL BE MAINTAINED UNTILALL UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZEDOR CONSTRUCTION NECESSITATES REMOVAL.4.CONTRACTOR SHALL CLOSELY MONITOR AND MAINTAINE&SC MEASURES UPHILL OF WETLANDS TO PROVIDEPROTECTION ACCORDINGLY.MATCH LINE SEE THIS SHEET3.08CULVERT INLET PROTECTIONCIP MANAGED STEEP SLOPES (TYP.) MANAGED STEEP SLOPES (TYP.) SHED ELEC. T R A N S .580580580574574574576578582582582584584570580590568572574576578582584586588592594596598 54 0 55 0 56 0 570 580536 5385 4 2 5445465 4 8 5 5 2554556 55856 2564 566 568 572 574 576 57858 2 584 58658 8 580 590572574576578582584586 588592 570570 580 580 APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD PER PLANS FROM VDH COMPLETED BY ENVIRO-KLEAN ON JANUARY 08, 2008 APPROXIMATE LOCATION OF EXISTING 2" SUPPLY LINE EXISTING DOSE TANK EXISTING SEPTIC TANK EXISTING SEPTIC PUMP 578 580 582 576 582 584 586 588 582 578 576 580 WWWWWWWWWWWWWWWWW W WWWWWSAN SAN SAN SAN SAN SAN DD S S SINLET OUTLETINLETOUTLET UGPG580 578 582 584 586 588 574576 5705805665685725745765785825845805785825 8 2 58 4590584586588592594 580576 574 576 578 570572570 566566 568 576 572 570568 572 574 576 578 574 5 7 6 574 5 7 4 S SSAN SAN SAN SAN SAN SAN SANIP CE IP IP IP IP IP IP IP IP IP IP TPTPTPTPT P TPSSF SFTP TP TP SSF OP OP OP SF CIP SSF SF LIMITS OF DISTURBANCE = 4.66 AC PS PS PSPS PS PS PS PS PS PS DCDC DCDC DC SSF IP STRUCTURE 402 STRUCTURE 401 SSF CONTRACTOR TO ENSURE WETLANDS ARE NOT DISTURBED AS PART OF THIS PROJECT TAX MAP 03200-00-00-006R0 UNIVERSITY OF VIRGINIA FOUNDATION DB 2712-325 DB 2179-222, 243 & 244 PLAT580582584586588580 576 578 582 584 586 588 APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD PER PLANS FROM VDH COMPLETED BY ENVIRO-KLEAN ON JANUARY 08, 2008 WW 580 574 576 578 582 584574 57 6 574 5 7 4 SSANSANSF PS 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:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-3.3-ERO2.dwg | Plotted on 1/23/2020 1:33 PM | by Aaron Mabee03/25/19 UVA RESEARCH PARK LOOP ROADALBEMARLE COUNTY, VA42572 A. MABEE J. SHOWALTER C. KOTARSKI06/11/2019REVISED PER COUNTY COMMENTS08/26/2019REVISED PER COUNTY COMMENTS11/05/2019REVISED PER COUNTY COMMENTS11/15/2019REVISED PER ACSA COMMENTSC3.3 EROSION & SEDIMENT CONTROL PHASE 21"=40' 0 SCALE 1"=40' 80'40' NAD 8 3 AREAS STEEPER THAN 3:1 TO BE STABILIZED WITH STABILIZATION BLANKET EROSION CONTROL LEGEND 3.05 3.07 SILT FENCE INLET PROTECTION DIVERSION DIKE 3.09 LIMITS OF CLEARING AND GRADING 3.31TEMPORARY SEEDING 3.32PERMANENT SEEDING DUST CONTROL 3.35MULCHING 3.39 3.02CONSTRUCTION ENTRANCE IP SF CE DD TS PS DC 3.20CHECK DAMCD OUTLET PROTECTION 3.18 MU OP ST SEDIMENT TRAP 3.13 DRAINAGE DIVIDE CLEAN WATER DIVERSION 3.12DD 3.05SUPER SILT FENCESF 3.38TREE PRESERVATION FENCETPTP 3.08CULVERT INLET PROTECTIONCIP MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEET TAX M A P 0 3 2 0 0 - 0 0 - 0 0 - 0 0 6 R 0 UNIVE R S I T Y O F V I R G I N I A F O U N D A T I O N DB 271 2 - 3 2 5 DB 217 9 - 2 2 2 , 2 4 3 & 2 4 4 P L A T570580568572574576578582584586588 580 590572 574576578582 584586 588 570570 580 580 TMP 32-18B UNIVERSITY OF VIRGINIA FOUNDATION DB 2712-325 DB 3415-455 PLAT 578 576 WWWWWWWWWWWWWWWWW W W 262' LOOP ROAD (PRIVATE ROAD)R25' LEWIS AND CLARK DRIVE (CURRENTLY INNOVATION DRIVE ) 10+00 11+00 12+00 13+00 14+00 15+0013+30.6410+0011+0012+0013+00R50' R50' R50' R50' R50' CG-12 (TYP) CG-12 (TYP) CROSSWALK (TYP) R2145.5'WWWWWWWWWWW12"x8" TAPPING SLEEVE AND 8" VALVE 8"x8" TEE AND (3) 8" GATE VALVES SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 24' 12' 5' CONCRETE SIDEWALK 6' 5' CONCRETE SIDEWALK 6' 16' 12'12' 14' 105' LANE TRANSITION 6'5' CONCRETE SIDEWALK 14' 6' WIDE MEDIAN CG-6 WITH UD-4 CG-6 WITH UD-4 CG-6 WITH UD-4 CG-6 WITH UD-4 VDOT STD. R1-1 STOP SIGN VDOT STD. R1-1 STOP SIGN VDOT STD. R1-1 STOP SIGN TYPE B, CLASS 1 WHITE PAVEMENT LINE MARKING, 24" WIDTH TYPE B, CLASS 1 WHITE PAVEMENT LINE MARKING, 24" WIDTH TYPE B, CLASS 1 WHITE PAVEMENT LINE MARKING, 24" WIDTH PAVEMENT MARKING ARROW TYPE B, CLASS 1 WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) TYPE B, CLASS 1 WHITE PAVEMENT LINE MARKING, 4" WIDTH TYPE B, CLASS 1 DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDE TYPE B, CLASS 1 YELLOW GORE MARKING, 24" WIDTH WITH TYPE B, CLASS 1 DOUBLE 4" YELLOW PAVEMENT LINE MARKING ON EACH SIDE. TYPE B, CLASS 1 WHITE PAVEMENT LINE MARKING, 4" WIDTH DD FUTURE PRIVATE VARIABLE WIDTH R/W (TYP.) 67' FUTURE PRIVATE R/W (TYP.) STUBBED OUT AND PLUGGED FOR FUTURE CONNECTION A B C S S SCG-12 (TYP) LOOP ROAD 8" WATERLINE PROPOSED TREELINE (TYP.) LOOP ROAD ENTRANCE 8" WATERLINE DRY POND REPLACE CG-2 AND TIE TO EXISTING CURB CONTRACTOR TO APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROM VDOT BEFORE BEGINNING CONSTRUCTION IN THE RIGHT-OF-WAY. CONTRACTOR TO COORDINATE MOT WITH VDOT AND FIRE STATION. ACCESS TO AND FROM FIRE STATION TO BE MAINTAINED AT ALL TIMES. TRENCH AND INSTALL WATERMAIN AND REPAIR PAVEMENT PER VDOT OPEN CUT PAVEMENT RESTORATION DETAIL. TIE TO EX. CURB (TYP.) STREET NAME SIGN MIDDLE OF CURVE11+75.97R2145.5' VDOT STD. R2-1 15 MPH SPEED LIMIT SIGN VDOT STD. R2-1 15 MPH SPEED LIMIT SIGN VDOT STD. R2-1 15 MPH SPEED LIMIT SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. W16-2P PEDESTRIAN CROSSING IN 100 FEET SIGN VDOT STD. W16-2P PEDESTRIAN CROSSING IN 100 FEET SIGN BLOW OFF ASSEMBLY (TYP.) VDOT STD. R7-1 NO PARKING SIGN SWM ACCESS EASEMENT EXTENTS OF 20' WIDE CG-7 MOUNTABLE CURB SWM FACILITY AND DRAINAGE EASEMENTINLETOUTLETINLETOUTLET FHA TIE TO EX. SIDEWALK (TYP.)POINT OF TANGENCY13+51.93HEAVY DUTY ASPHALT SEE SECTION SHEET C1.1 LOOP RO A D E N T R A N C E 2 S D R LOOP ROAD ENTRANCE 2 SD L MILL AND OVERLAY PER VDOT STANDARD DETAIL WP-2 (TYP.)W8" WATERLINE STUB OUT TO WESTERN PARCEL 8"x8" TEE AND 8" GATE VALVE 8"x6" TEE FOR FHA RESTRIPE DOUBLE YELLOW LINE TO MATCH EXISTING. RESTRIPE DOUBLE YELLOW LINE TO MATCH EXISTING. BUFFER STRIP WIDTH VARIES TO THE RIGHT OF THIS POINT TO ARCHIVE WIDER BUFFER WITH ROOM FOR TREES WITH SEPARATION FROM UTILITIES. FRONT EDGE OF SIDEWALK 5' CONCRETE SIDEWALK LOOP ROAD SECTION (NOT TO SCALE) 24' TRAVEL LANE 6' BUFFER STRIP FOR STREET TREES 6' BUFFER STRIP FOR STREET TREES 5' CONCRETE SIDEWALK 10' WIDE UTILITY CORRIDOR R/W R/W 10' WIDE UTILITY CORRIDOR 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:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-4.0-SITE.dwg | Plotted on 1/23/2020 1:34 PM | by Aaron Mabee03/25/19 UVA RESEARCH PARK LOOP ROADALBEMARLE COUNTY, VA42572 A. MABEE J. SHOWALTER C. KOTARSKI06/11/2019REVISED PER COUNTY COMMENTS08/26/2019REVISED PER COUNTY COMMENTS11/05/2019REVISED PER COUNTY COMMENTS11/15/2019REVISED PER ACSA COMMENTS0 SCALE 1"=20' 40'20' NAD 8 3 1"=20' C4.0 LAYOUT PLANMATCH LINE SEE SHEET C4.1 ELEC. T R A N S .580580580574574574576578582582582584584584586580 572 574 576 578 APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD PER PLANS FROM VDH COMPLETED BY ENVIRO-KLEAN ON JANUARY 08, 2008 APPROXIMATE LOCATION OF EXISTING 2" SUPPLY LINE EXISTING DOSE TANK EXISTING SEPTIC TANK EXISTING SEPTIC PUMP 582 584 586 588 SS S SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANWWWWWWWWWWWWWWWWWWWW 24' WIDE ROAD WITH NO ON-STREET PARKING EXISTING FIRE STATION EXISTING PROPERTY LINE TO BE VACATED R25' R25' 262' PROPERTY LINE TO BE VACATED 21+38.4516+00 17+00 18+00 19+00 20+00 21+00 R1154.5' SAN SAN SAN BLOW OFF ASSEMBLY (TYP.) 8" GATE VALVE 24'12' 5' CONCRETE SDIEWALK 6' 10' WIDE UTILITY CORRIDOR 6.68' WIDE UTILITY CORRIDOR CG-6 WITH UD-4 CG-6 WITH UD-4 CROSSWALK (TYP) CG-12 (TYP) CG-12 (TYP) 5' CONCRETE SIDEWALK 6' 67' FUTURE PRIVATE R/W (TYP.) 67' FUTURE PRIVATE R/W (TYP.) EX PROPOSED TREELINE (TYP.)POINT OF CURVATURE17+81.89MIDDLE OF CURVE18+28.72POINT OF TANGENCY18+75.55R1154.5' VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGNVDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. R7-1 NO PARKING SIGN VDOT STD. W16-2P PEDESTRIAN CROSSING IN 100 FEET SIGN LOOP ROAD (PRIVATE ROAD) 67' FUTURE PRIVATE R/W (TYP.) FHA VDOT STANDARD GR-2 GUARD RAIL AND 2 MUTCD TYPE 3 BARRICADE (5'X24') WITH R11-2 SIGN HEAVY DUTY ASPHALT SECTION, SEE SHEET C1.1 SEWER FROM THIS MANHOLE DOWNSTREAM (SHOWN AS EXISTING) TO BE INSTALLED AS PARK OF UVA RESEARCH PARK SEWER EXTENSION, WPO 201800091 UGPUGPUFOGG2-6" SCH 40 PVC CONDUITS TO DOMINION STANDARDS FOR FUTURE POWER LINES 4" SCH 40 PVC CONDUIT MIN. 3' OF COVER FOR FUTURE 2" GASLINE 3-4" SCHEDULE 40 PVC CONDUITS IN SINGLE TRENCH WITH MIN. 3' OF COVER FOR FUTURE TELECOM LINES.W8" WATERLINE STUB OUT TO WESTERN PARCEL 8"x8" TEE AND 8" GATE VALVE W6" SEWER STUB OUT TO WESTERN PARCEL. INV INTO PIPE AT CAP = 564.53 INV INTO MANHOLE = 564.00 CAP STUB OUT FOR FUTURE SEWER CONNECTION. 6" SEWER STUB OUT TO WESTERN PARCEL. INV INTO PIPE AT CAP = 565.37 INV INTO MANHOLE = 564.84 CAP STUB OUT FOR FUTURE SEWER CONNECTION 4" WATERLINE STUB OUT TO WESTERN PARCEL 8" ISOLATION VALVE 8"x6" TEE FOR FHA 8"x4" TEE AND 4" GATE VALVE 9.18' 6' BUFFER STRIP WIDTH VARIES TO THE RIGHT OF THIS POINT TO ARCHIVE WIDER BUFFER WITH ROOM FOR TREES WITH SEPARATION FROM UTILITIES. FRONT EDGE OF SIDEWALK RADIUS 5000' R5000' (SIDEWALK RADIUS VARIES FROM ROAD CENTER LINE TO ARCHIVE WIDER BUFFER WITH ROOM FOR TREES WITH SEPARATION FROM UTILITIES) BUFFER STRIP WIDTH VARIES TO THE LEFT OF THIS POINT TO ARCHIVE WIDER BUFFER WITH ROOM FOR TREES WITH SEPARATION FROM UTILITIES. FRONT EDGE OF SIDEWALK RADIUS 5000' 6' 10' WIDE UTILITY CORRIDOR 5' CONCRETE SIDEWALK LOOP ROAD SECTION (NOT TO SCALE) 24' TRAVEL LANE 6' BUFFER STRIP FOR STREET TREES 6' BUFFER STRIP FOR STREET TREES 5' CONCRETE SIDEWALK 10' WIDE UTILITY CORRIDOR R/W R/W 10' WIDE UTILITY CORRIDOR 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:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572C-4.0-SITE.dwg | Plotted on 1/23/2020 1:34 PM | by Aaron Mabee03/25/19 UVA RESEARCH PARK LOOP ROADALBEMARLE COUNTY, VA42572 A. MABEE J. SHOWALTER C. KOTARSKI06/11/2019REVISED PER COUNTY COMMENTS08/26/2019REVISED PER COUNTY COMMENTS11/05/2019REVISED PER COUNTY COMMENTS11/15/2019REVISED PER ACSA COMMENTS0 SCALE 1"=20' 40'20' NAD 8 3 1"=20' C4.1 LAYOUT PLANMATCH LINE SEE SHEET C4.0ACSA WATERLINE DISINFECTION REQUIREMENTS TO BE PERFORMED PER ACSA STANDARDS: 1.TEST AND CHLORINATE THE WATERMAIN 2.GET CHLORINE LEVELS DOWN 3.CLOSE VALVE WHERE THE TAP WAS MADE 4.OPEN VALVE WHEN THE PARCEL IS READY FOR DEVELOPMENT 5.AT ACSA DISCRETION OWNER MAY BE REQUIRED TO PERFORM TEST AND RE-CHLORINATE THE MAIN BEFORE ENCOMPASS PARCEL IS CONNECTED DEPENDING ON TIME ELAPSE BETWEEN ORDINAL CHLORINATION AND CONNECTION OF ENCOMPASS. MANAGED STEEPSLOPES (TYP.)MANAGED STEEPSLOPES (TYP.)ELEC. TRANS .TMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLAT580580 580 574 574 574 576 578 582582 582 584 584 5845 8 6560572574576 578570 580590568572574576578582584586588592560570580590558562564566568572574576578582584586588592594596570580572574576578582560570580562564566568572574576578582584586588570580590572574576578582584586588570570580580TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSE TANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP578580582576582584586588582578576580SSSSSANSANSANSAN SANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSAN112110108114122104206204202212100200109121103113211201205106D300301302102D402401400101 SSSINLETOUTLETINLETOUTLET UGPG5805785825845865885805 7 4 5765785825 8 4 570580566568572574576578582584 580578582 582584590584586588592594 580 57657457657821+38.4510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0013+30.6410+00 11+00 12+00 13+00570572 570566566568VDOT STD CLASSA1 RIPRAPWIDTH 1 = 4.5'WIDTH 2 = 13.5'LENGTH = 9'DEPTH = 18"VDOT STDCLASS 1 RIPRAPWIDTH 1 = 4.5'WIDTH 2 = 5.1'LENGTH = 9'DEPTH = 24"VDOT STD CLASSA1 RIPRAPWIDTH 1 = 6'WIDTH 2 = 6'LENGTH = 9'DEPTH = 18"BOTTOM = 568(58'X32')DRY PONDTOP OF DAM= 572.25576572570568572574576578UD-4 (TYP.)TIE UD TO NEARESTINLET. (TYP.)UD-4 (TYP.)TIE UD TO NEARESTINLET. (TYP.)UD-4 (TYP.)TIE UD TO NEARESTINLET. (TYP.)FUTURE PRIVATER/W (TYP.)FUTURE PRIVATER/W (TYP.)STORMTECH ISOLATORROW FILTERING DEVICEBAYSAVER BARRACUDAHYDRONAMIC DEVICEVDOT ST'D.CD-1 WITHEW-12 FOR 3:1VDOT ST'D.CD-2 TO TIEINTO INLETSVDOT ST'D.CD-1 TO TIEINTO INLETVDOT ST'D. CD-1 TIETO INLET 202 WITHSOLID WALL PIPEVDOT ST'D.CD-1 TO TIEINTO INLETSVDOT ST'D. CD-1 TIETO INLET 202 WITHSOLID WALL PIPEDAYLIGHT UNDERDRAINS (3) WITH6" SOLID WALL N-12 HDPE PIPESWITH CLEANOUTSVDOT ST'D.CD-1 WITHEW-12 FOR 3:1VDOT ST'D.CD-2 TO TIEINTO INLETS102 IS "FLOW SPLITTERMANHOLE"574576574574JOB 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C5.0-GRAD.dwg | Plotted on 1/23/2020 1:37 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=40'C5.0GRADING AND DRAINAGE PLAN0SCALE 1"=40'80'40'NAD 83 DI-3BL=8'DI-3BL=6'TOP=587.77'15" RCPIN=581.7'15" RCPOUT=581.7'DI-3BL=4'TOP=579.56'15" RCPIN=574.5'15" RCPOUT=574.4'DI-3BL=10'TOP=573.56'6" HDPEDI-3BL=4'TOP=573.74'18" RCPIN=564.6'24' RCPIN=564.4'30" RCPOUT=564.3'DI-3BL=10'TOP=573.56'18" RCPIN=565.0'18" RCPOUT=564.9'MH-1TOP=575.70'30" RCPIN=563.8'(N)15" RCPIN=570.7'(S)30" RCPOUT=563.8'TAX MAP 03200 -00 -00 -006R0UNIVERSITY OF V IRG IN IA FOUNDAT IONDB 2712 -325DB 2179 -222 , 243 & 244 PLAT 570 580590568572574576578582584586588 570570 580580TMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLAT578580582576SANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANDD SSSLOOP ROAD 8" WATERLINEINLET OUT LE T INLETOUTLETW580578582584586588570580 566568572574576578582584 580578 582 582584590584586588592594 580TC581.17'TC582.36'TC580.07'TC581.30'TC581.17'TC582.33'TC581.84'TC580.21'TC583.67'TC585.56'TC590.95'TC587.06'TC585.83'TC585.29'TC585.72'TC583.90'TC578.00'TC578.84'TC578.85'TC578.56'TC575.96'TC575.96'TC581.15'TC581.15'TC578.73'EP583.72'EP583.72'EP581.84'TC578.91'10+0011+0012+0013+0014+0015+0013+30.6410+00 11+00 12+00 13+00 5705725765725705685725745765785765 7 6 5 7 8 578578TC581.18'TC576.05'GND575.99'TC576.02'TC576.04'TC578.98'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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C5.0-GRAD.dwg | Plotted on 1/23/2020 1:37 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=20'C5.1GRADING SPOT SHOTS PLAN0SCALE 1"=20'40'20'NAD 83MATCH LINE SEE SHEET C5.2 DI-3BDI-3BELEC. TRANS .580580 580 574574574 576 578 582582 582 584 584 5845 8 6 580572574576578APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATE LOCATIONOF EXISTING 2" SUPPLY LINEEXISTING DOSE TANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP582584586588SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWSANSANSANUGPUGPUFOGGWW5805 7 4 5765785825 8 4 576574576578TC573.11'TC573.11'TC573.86'TC574.18'TC573.35'TC574.97'TC575.05'TC575.05'TC572.04'TC572.04'TC572.46'TC572.57'21+38.4516+0017+0018+0019+0020+0021+005705665665685725725 7 4574 576TC572.21'TC572.43'571.88'574576574574572.46'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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C5.0-GRAD.dwg | Plotted on 1/23/2020 1:37 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=20'C5.2GRADING SPOT SHOTS PLAN0SCALE 1"=20'40'20'NAD 83 MATCH LINE SEE SHEET C5.1 MANAGED STEEPSLOPES (TYP .)MANAGED STEEPSLOPES (TYP .)CONCCANOPYSHEDCANOPY 565DENSE TREESDENSE TREESDENSE TREESTMP 32-18TMP 32-6ATMP 32 -6A1 STY. W/BASEMENTRESIDENCE#36401 STY. W/ CELLARRESIDENCE METAL GARAGE1 STY.BLDG.BARNDI-1TOP=584.16''15" RCPOUT=581.8'DI-3BL=8'TOP=587.31'15" RCPIN=580.9'15" RCPOUT=580.9'DI-3BL=6'TOP=587.77'15" RCPIN=581.7'15" RCPOUT=581.7'DI-3BL=4'TOP=579.56'15" RCPIN=574.5'15" RCPOUT=574.4'DI-1TOP=571.21'15" RCPIN=565.5'18" RCPOUT=565.4'DI-3BL=10'TOP=573.56'6" HDPEIN=568.7'(E)2' PVCIN=571.3'(W)18" RCPIN=565.0'18" RCPOUT=564.9'DI-3BL=4'TOP=573.74'18" RCPIN=564.6'24' RCPIN=564.4'30" RCPOUT=564.3'DI-3BL=10'TOP=573.56'18" RCPIN=565.0'18" RCPOUT=564.9'DI-3BL=10'TOP=570.25'24" RCPIN=565.5'24" RCPOUT=565.4'DI-3BL=10'TOP=569.98'15" RCPIN=565.7'18" RCPIN=565.7'24" RCPOUT=565.6'DI-3BL=10'TOP=570.31'18"RCPIN=566.6'18"RCPOUT=566.5'DI-3BL=14'TOP=571.28'28"RCPOUT=567.5'ELEC. TRANS .DI-1TOP=569.70'15" RCPIN=566.1'15" RCPOUT=566.0'DI-1TOP=569.22'15"RCPOUT=567.1'DI-1TOP=568.87'15" RCPIN=566.7'15" RCPOUT=566.7'MH-1TOP=575.70'30" RCPIN=563.8'(N)15" RCPIN=570.7'(S)30" RCPOUT=563.8'A.C .S .AWATERLINE ESM 'T .TMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVESign 580580 580 574 574 574 576 578 582582 582 584 584 5845 8 6 5 8 8560 580572574576578570 580590600568572574576578582584586588592594596598602560570580590600 558 562564566568572574576578582584586588592594596598602 570580566568572574576578582584586 588540550560570580 536538542544546548552554 556 5585625645665685725745765785825845865885705805905725745 7 6 5 7 8 582584586588592594596596 570570 580580TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL,TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSE TANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP578580582576582584586588582578576580S SANSSSSSANSANSAN SANSANSANPROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSSANEXISTING SAN ITARYSEWER APPROXINVERT OUT OFBUILDING = 565 .41APPROXIMATELOCATION OF EX ISTING6" FORCEMAINSANWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSSSLOOP ROAD 8" WATERLINELOOP ROAD ENTRANCE 2 SDRLOOP ROAD ENTRANCE 2 SDLG580580570580 580 590 580 5705705700.362.461140.750.341100.680.211040.411.321220.460.432040.650.172060.540.652020.431.47212CACRESINLETSLEGEND0.420.304020.510.521080.730.161120.690.07106Tc = 10 MIN.DD402400112110108 106114104122206204102202212100302300200JOB 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C6.1-INLET DRAINAGE AREAS.dwg | Plotted on 1/23/2020 1:40 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=50'C6.0STORMWATER SUMMARY PLANSCALE 1"=50'100'50'0NAD 83 CONCCANOPYSHEDCANOPYDENSE TREES#36551 STY. W/BASEMENTRESIDENCE#36401 STY. W/ CELLARRESIDENCE METAL GARAGE1 STY.BLDG.BARNELEC. TRANS .580580 580 574 574 574 576 578 582582 582 584 584 5845 8 6 5 8 8 57 0 580590600 568 572 57457657858 2 58 4 58 6 5 8 8592594596598602 570580572574576 578582584580 574576578582584586588570570 580580578580582576582584586588582578576580SSSSANSANSANSANSANSANPRE-DEVELOPEDROUTED AREA:AREA = 2.50 ACRESCN = 61TC = 12.6 MIN.PRE-DEVELOPEDAREA TO POND 1PRE-DEVELOPED OFFSITEROUTED AREA:AREA = 3.10 ACRESCN = 61TC = 12.6 MIN.CONCCANOPYSHEDCANOPYDENSE TREES#36551 STY. W/BASEMENTRESIDENCE#36401 STY. W/ CELLARRESIDENCE METAL GARAGE1 STY.BLDG.BARNELEC. TRANS .580580 580 574 574 574 576 578 582582 582 584 584 5845 8 6 5 8 8 57 0 580590600 568 572 57457657858 2584 586 588592594596598602 570580566568572574576578582584586 588580 574576578582584586588570570 580580578580582576582584586588582578576580SSSSANSANSANSANSANSANWWWWWWWWWWWWWWWSANSANSANSANDD SSSINLET OUTLET INLETOUTLET 580580570 580 580 590 580 570570570POST-DEVELOPEDUNROUTED AREA:AREA = 0.40 ACRESCN = 61TC = 6 MIN.POST-DEVELOPED ROUTEDDRY POND AREA:AREA = 1.70 ACRESCN = 76TC = 6 MIN.POST-DEVELOPEDAREA TO POND 1POST-DEVELOPED OFFSITEROUTED AREA:AREA = 3.10 ACRESCN = 61TC = 12.6 MIN.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C6.2-SWM PLAN.dwg | Plotted on 1/23/2020 1:43 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=60'C6.1STORMWATER MANAGEMENT PLAN0SCALE 1"=60'120'60'NAD 83WATER QUANTITY CALCULATIONS FOR DISTURBEDAREA TO THE NORTH:FLOOD PROTECTION:POST-DEVELOPED Q10 ≤ PRE-DEVELOPED Q10OK12.07 CFS (POST-DEVELOPED Q10) ≤ 12.14 CFS (PRE-DEVELOPED Q10)CHANNEL PROTECTION (ENERGY BALANCE):Q POST-DEV TOTAL ≤ 0.80 (QPRE-DEV * RVPRE-DEV) / (RVPOST-DEV) + QOFFSITE 0.80 (0.77 CFS * 0.062 AC/FT) / (0.137 AC/FT) + 0.96 CFS = 1.24 CFSOK1.16 CFS ≤ 1.24 CFSSUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FORREDEVELOPMENT (SEE CALC. BOOK):DISTURBED AREA (SOUTHERN PORTION OF PROJECT AREA): 2.10 ACRESPOST-DEVELOPMENT LAND COVER:B SOILS:1.40 AC TURF0.70 AC IMPERVIOUSWATER QUALITY CALCULATIONS:REQUIRED REMOVAL: 1.29 LBS/YR1.02 LBS/YR TO BE TREATED VIA MANUFACTURED TREATMENT DEVICE. TREATMENT WILL RUN INLINEAR SERIES THROUGH BARRACUDA TO SC-740 STORMTECH CHAMBER WITH ISOLATOR ROW.REMAINING 0.27 LBS/ YR OF REQUIRED NUTRIENT CREDITS TO BE PURCHASED FROM ADEQ-APPROVED NUTRIENT CREDIT BANK IN ACCORDANCE WITH VA CODE 62.1-44.15:35POST-DEVELOPEDPRE-DEVELOPED0SCALE 1"=60'120'60'NAD 83 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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C6.2-SWM PLAN.dwg | Plotted on 1/23/2020 1:43 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=60'C6.2STORMWATER MANAGEMENT DETAILS JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C6.2-SWM PLAN.dwg | Plotted on 1/23/2020 1:43 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=60'C6.3STORMWATER MANAGEMENT DETAILSNo ScaleFLOWSPLITTER MANHOLE 102 DETAILBYPASS PIPE TO BARRACUDASTRUCTUREINV.OUT = 569.68INCOMING PIPE TOFLOWSPLITTERMANHOLEINV. IN = 569.78OUTGOING PIPE TOSTRUCTURE 100INV. OUT = 570.28 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 114 - STR 1005655705755805855655705755805859+5010+0011+0012+0013+0014+0015+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 122 - STR 1025605655705755805605655705755809+5010+0010+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 206 - STR 2005555605655705755805855555605655705755805859+5010+0011+0012+0013+0014+00112: DI-2B 6 ft ThroatSTA 10+27.15TOP 583.03INV IN 576.98 (113)INV OUT 576.88 (111) 110: DI-2C 8 ft Throat STA 11+22.17 TOP 581.16 INV IN 574.27 (111) INV OUT 574.04 (109)108: DI-2B 6 ft Throat STA 11+50.02 TOP 581.15 INV IN 573.69 (109) INV OUT 573.59 (107)104: DI-2C 8 ft ThroatSTA 13+56.51TOP 575.96INV IN 570.90 (105)INV IN 570.39 (121)INV OUT 570.29 (103)100: ES-1 for 18 inch PipeSTA 14+24.18TOP 571.27INV IN 569.56 (101)114: ES-1 for 15 inch PipeSTA 10+00.00TOP 578.69INV OUT 577.25 (113) 122: DI-2C 14 ft Throat STA 10+00.00 TOP 575.96 INV OUT 570.67 (121)104: DI-2C 8 ft ThroatSTA 10+24.34TOP 575.96INV IN 570.90 (105)INV IN 570.39 (121)INV OUT 570.29 (103)206: DI-2B 6 ft Throat STA 10+00.00 TOP 575.77 INV OUT 569.80 (205)204: DI-2B 6 ft ThroatSTA 10+23.42TOP 575.77INV IN 569.52 (205)INV OUT 569.42 (203)200: ES-1 for 18 inch Pipe STA 13+57.52 TOP 567.71 INV IN 566.00 (201)11327.15' OF15" RCP@ 1.00%10927.86' OF18" RCP@ 1.25%10351.10' OF18" RCP@ 1.00%12124.34' OF15" RCP@ 1.15%20523.42' OF15" RCP@ 1.20%20141.68' OF18" RCP@ 0.96%106: DI-2C 6 ft Throat STA 12+34.57 TOP 579.59 INV IN 572.53 (107) INV OUT 572.43 (105)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 302 - STR 3005605655705755805605655705755809+5010+0011+0011+5010116.58' OF18" RCP@ 4.35%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 402 - STR 4005755805855905955755805855905959+5010+0011+0011+50402: DI-3B 6 ft ThroatSTA 10+00.00TOP 590.95INV OUT 586.02 (401)400: MH-2STA 10+63.97TOP 587.45INV IN 581.70 (401)INV IN 581.70 (EX 15") INV OUT 581.70 (EX 15'')40163.97' OF15" RCP@ 6.75%30151.96' OF24" RCP@ 0.95%300: ES-1 for 24 inch PipeSTA 11+05.99TOP 568.76INV IN 566.51 (301)302: DI-1STA 10+54.03TOP 570.55INV OUT 567.00 (301)PROPOSEDGRADEEXISTINGGRADEPROPOSEDSANITARYSEWERPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDSANITARYSEWER102: MH-2 STA 14+07.60 TOP 573.75 INV IN 569.78 (103) INV OUT 570.28 (101)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 212 - STR 202560565570575580560565570575580202: DI-2C 12 ft ThroatSTA 13+15.84TOP 572.08INV IN 566.50 (211)INV IN 566.50 (203)INV OUT 566.40 (201)9+5010+0011+00202: DI-2C 12 ft ThroatSTA 10+24.33TOP 572.08INV IN 566.50 (211)INV IN 566.50 (203)INV OUT 566.40 (201)21124.33' OF15" RCP@ 1.15%212: DI-2C 18 ft ThroatSTA 10+00.00TOP 572.08INV OUT 566.78 (211)PROPOSEDGRADEEXISTINGGRADEPROPOSEDWATERLINEPROPOSEDWATERLINEPROPOSEDWATERLINEPROPOSEDWATERLINE1 YR WSE = 569.1110 YR WSE = 570.60100 YR WSE = 571.2511195.03' OF15" RCP@ 2.75%10784.59' OF18" RCP@ 1.25%105121.96' OF18" RCP@ 1.25%203292.45' OF15" RCP@ 1.00%PROPOSEDSANITARYSEWERDRY POND PROFILEBOTTOM = 568TOP OF DAM = 572.251.5' MIN.1'1' MIN.1' MIN.1' MIN.1.7'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\42572-UVA_Loop_Road\DWG\Sheet\CD\42572-C6.0-STORM PROFILES.dwg | Plotted on 1/23/2020 1:43 PM | by Aaron Mabee 03/25/19UVA RESEARCH PARK LOOP ROAD ALBEMARLE COUNTY, VA42572 A. MABEEJ. SHOWALTERC. KOTARSKI06/11/2019 REVISED PER COUNTY COMMENTS 08/26/2019 REVISED PER COUNTY COMMENTS 11/05/2019 REVISED PER COUNTY COMMENTS 11/15/2019 REVISED PER ACSA COMMENTS1"=50'C7.0STORMWATER PROFILES DRY POND DI-1 RISER STRUCTURE 302 DETAILNO SCALEELEV. 568.00100 YR WSE571.2510 YR WSE570.601 YR WSE569.1124"4.75"15"ELEV. 569.30DI-1 TOPELEV. 570.55TRASH RACK(SEE SHEET C1.2)RECTANGULARNOTCH WITH ORIFICETRASH RACKNOTE:1.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95%COMPACTION & EMBANKMENT MATERIAL SHALL CONSISTPREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVEUNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORECOMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGESPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL,CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALLCOMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALLREPEAT THIS OPERATION UNTIL AN 8'x8' O.C. 21A STONE BASE ININSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSEDINLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING.CONTRACTOR SHALL PROVIDE VDOT WITH COMPACTION RESULTSPRIOR TO ROAD ACCEPTANCE.24"RECTANGULARNOTCH WITH ORIFICE(2) 4.75"ORIFICES4'-2"4'-2"PIPE 301: 24" RCPOUTFALL PIPE1'3'SKIMMER (TYP.)18"SKIMMER (TYP.)(2) 4.75" ORIFICES MANAGED STEEP SLOPES (TYP.) MANAGED STEEP SLOPES (TYP.) ELEC. T R A N S .5805805805745745745765785825825825845845845865885 6 0 57 2 57457657 8570580590568572574576578582584586588 56057 0 5 8 0 59 0 5585625645 6 656857 25745 7 6 57 858258458658859 2 59 4596 570 580 572 574 576 578 582 584 56 0 570 58056 2564 566 568 572 574 576 57858 2 584 58658 8 570 580 590572574576578582584586 588 570570 580 580 APPROXIMATE LOCATION OF EXISTING 2" SUPPLY LINE EXISTING DOSE TANK EXISTING SEPTIC TANK EXISTING SEPTIC PUMP 578 580 582 576 582 584 586 588 582 578 576 580 WWWWWWWWWWWWWWWWWW W WWWWWSAN SAN SAN SAN SAN SAN DD S S SINLETOUTLETINLETOUTLET UGPG580 578 582 584 586 588 580 574 576 578 582 5845705805665685725745765785825845805785825 8 2 58 4590584586588592594 580576 574 576 578 570572570 566566 568 576 572 570568 572 574 576 578 574 57 6 574 5 7 4 HOLLYMEAD FIRE AND RESCUE STATION L E W I S A N D C L A R K D R I V E(CURRENTLY INNOVATION DRI V E ) FU TU RE E NC OMPASS U VA BU I L DI NG L O O P R O A D FUTURE LEWIS AND CLARK DRIVE 10' TYP. ACSA UTIL. SEPARATION (10)QUE COC (5)PLA ACE (8)QUE PHE (4)PLA ACE (2)QUE PHE (4)PLA ACE(5)PLA ACE (3)QUE PHE (4)PLA ACE (3)PLA ACE (4)QUE PHE (7)QUE PHE SS S SSAN SAN SAN SAN SANSANSANSANSAN SAN SANTREES BOTANICAL NAME PLA ACE PLATANUS X ACERIFOLIA QUE COC QUERCUS COCCINEA QUE PHE QUERCUS PHELLOS PLANT SCHEDULE 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:\103\42572-UVA_Loop_Road\DWG\Sheet\CD\L1.0 LANDSCAPE PLAN.dwg | Plotted on 1/23/2020 1:45 PM | by Aaron Mabee03/12/19 UVA RESEARCH PARK LOOP ROADALBEMARLE COUNTY, VA42572 M. RACHNER F. HANCOCK F. HANCOCKMOMOCNo. 1491 FRANK W. HANCOCK III THEALWN I V RIG NIOF ALANDS CAPE A R C H ITECT11/05/19 06/11/2019REVISED PER COUNTY COMMENTS08/26/2019REVISED PER COUNTY COMMENTS11/05/2019REVISED PER COUNTY COMMENTS0 SCALE 1"=40' 80'40' NAD 8 3 1"=40' L1.0 LANDSCAPE PLANNOTE: -THE LANDSCAPE PLAN SASTIFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF SECTION 32. -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.