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Home My WebLink AboutSUB201800171 Plan - Approved 2019-10-07SITE 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: 14.65 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: ROAD IN ACCORDANCE WITH COUNTY MASTER PLANWETLAND IMPACTS:AS SHOWNWATER SUPPLY: ACSASANITARY SEWER: ACSADRAINAGE DISTRICT: NORTH FORK RIVANNA RIVERCRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEETS C2.0AND C5.0.THERE IS NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.STORMWATER MANAGEMENT:PER THE DOCUMENT "STORMWATER MANAGEMENT/ BMP ANALYSIS AND FLOODPLAINSTUDY FOR THE UVA RESEARCH PARK AT NORTHFORK" BY DEWBERRY & DAVIS,OCTOBER 1997 THE RESEARCH PARK HAS BEEN MASTER PLANNED FOR STORMWATERMANAGEMENT FOR THE FUTURE BUILD-OUT OF THE RESEARCH PARK.THE MAJORITY OF THIS ROAD PROJECT DRAINS TO THE LARGE WETPOND TO THE EASTTHAT WAS DESIGNED AND CONSTRUCTED TO HANDLE QUANTITY AND QUALITY FOR THEFUTURE BUILD-OUT OF THE RESEARCH PARK INCLUDING THIS ROAD CONNECTION. THISPOND IS REFERRED TO AS POND 1 ON SDP199800043 APPROVED SITE PLAN ANDAS-BUILTS.SEE CALCULATIONS BOOK FOR FULL NARRATIVE, CN COMPARISON CALCULATIONS ANDEXHIBITS.WETLAND PERMIT INFORMATION:A.VWP PERMIT NUMBERS WP3-18-2016, 17-SPGP-01B.APPROVED PERMANENT IMPACT TOTALS:-APPROXIMATELY 712 LINEAR FEET OF STREAM CHANNEL- 0.24 ACRE OF PALUSTRINE FORESTED (PFO) WETLAND, AND 0.21 ACRE OF STREAM CHANNEL.C.CONTACT INFO:ERIC MILLARD(540) 574-7813ERIC.MILLARD@DEQ.VIRGINIA.GOVD.DEQ VWP EXPIRATION: 5/31/2022NOTE: UVAF IS ON THE PROCESS OF FINALIZING CREDIT PURCHASE FOR WETLANDIMPACT CREDITS. VSMP/VESCP PLAN APPROVAL REQUIRES CREDITS TO BE PURCHASEDPRIOR TO STREAM OR WETLAND IMPACTS. LAND DISTURBANCE IMPACTS INCLUDINGGRADING LOCATED OUTSIDE VWP STREAM IMPACT AREAS (OUTSIDE AREAS THATREQUIRE MITIGATION CREDITS) MAY OCCUR WITH A VALID GRADING PERMIT, AND INACCORD WITH APPROVED VSMP PLAN, OR VESCP PLAN (WPO201800073/ WPO201800091)COUNTY OF ALBEMARLE, VIRGINIALEWIS AND CLARK DRIVE ROAD EXTENSION09/09/2019VICINITY 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C0.0 COVER.dwg | Plotted on 9/16/2019 9:53 AM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC0.0COVERTOTAL # OF SHEETS = 89Sheet List TableSheet NumberSheet TitleC0.0COVERC0.1OVERALL PLANC1.0NOTES AND DETAILSC1.1NOTES AND DETAILSC1.2NOTES AND DETAILSC1.3TYPICAL SECTIONSC1.4TYPICAL SECTIONSC2.0EXISTING CONDITIONSC2.1DEMOLITION PLANC2.2DEMOLITION PLANC3.0EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC3.1EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC3.2EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC3.3EROSION AND SEDIMENT CONTROL PHASE IC3.4EROSION AND SEDIMENT CONTROL PHASE IC3.5EROSION AND SEDIMENT CONTROL PHASE IIC3.6EROSION AND SEDIMENT CONTROL PHASE IIC4.0LAYOUT PLANC4.1LAYOUT PLANC4.2LAYOUT PLANC4.3LAYOUT PLANC4.4ROAD PROFILESC4.5ROAD PROFILESC4.6ROAD PROFILESC4.7WATERLINE PROFILESC4.8WATERLINE PROFILESC4.9WATERLINE PROFILESC5.0GRADING AND DRAINAGE PLANC5.1GRADING AND DRAINAGE PLANC5.2GRADING AND DRAINAGE PLANC5.3GRADING AND DRAINAGE PLANC6.0INLET DRAINAGE AREASC6.1INLET DRAINAGE AREASC7.0CULVERT DRAINAGE AREAS AND DITCH CALCULATIONSC8.0STORMWATER PIPE PROFILESC8.1STORMWATER PIPE PROFILESC8.2STORMWATER PIPE PROFILESC8.3STORMWATER PIPE PROFILESC8.4STORM CULVERT PROFILESC9.0TRAFFIC MANAGEMENT NOTESC9.1TRAFFIC MANAGEMENT DETAILSC10.0MITIGATION PLANL1.0OVERALL LANDSCAPE PLANL2.0LANDSCAPE PLANL2.1LANDSCAPE PLANL2.2LANDSCAPE PLANL2.3LANDSCAPE PLANL3.0LANDSCAPE NOTES AND DETAILSXS-01ROAD CROSS SECTIONSXS-02ROAD CROSS SECTIONSXS-03ROAD CROSS SECTIONSXS-04ROAD CROSS SECTIONSXS-05ROAD CROSS SECTIONSXS-06ROAD CROSS SECTIONSXS-07ROAD CROSS SECTIONSXS-08ROAD CROSS SECTIONSXS-09ROAD CROSS SECTIONSXS-10ROAD CROSS SECTIONSXS-11ROAD CROSS SECTIONSXS-12ROAD CROSS SECTIONSXS-13ROAD CROSS SECTIONSXS-14ROAD CROSS SECTIONSXS-15ROAD CROSS SECTIONSXS-16ROAD CROSS SECTIONSXS-17ROAD CROSS SECTIONSXS-18ROAD CROSS SECTIONSXS-19ROAD CROSS SECTIONSXS-20ROAD CROSS SECTIONSXS-21ROAD CROSS SECTIONSXS-22ROAD CROSS SECTIONSXS-23ROAD CROSS SECTIONSXS-24ROAD CROSS SECTIONSXS-25ROAD CROSS SECTIONSXS-26ROAD CROSS SECTIONSXS-27ROAD CROSS SECTIONSXS-28ROAD CROSS SECTIONSXS-29ROAD CROSS SECTIONSXS-30ROAD CROSS SECTIONSXS-31ROAD CROSS SECTIONSXS-32ROAD CROSS SECTIONSXS-33ROAD CROSS SECTIONSXS-34ROAD CROSS SECTIONSXS-35ROAD CROSS SECTIONSXS-36ROAD CROSS SECTIONSWM1.0WATER SYSTEM HYDRAULIC ANALYSIS- LAYOUT AND RESULTSWM1.1WATER SYSTEM HYDRAULIC ANALYSIS - FLOW TEST RESULTSWIM1.0WATERS OF THE U.S IMPACTS MAPWIM2.0WATERS OF THE U.S IMPACTS MAPWIM3.0WATERS OF THE U.S IMPACTS MAPROAD PLANSUB201800171 STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I D G E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.60' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4 8 0 4704 9 05005205 3 0 540 550560570 580580580580560580572574576578550560570 5 5 0560 5705 4 0 5 5 0 560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600 48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647 0 480 4 9 0 50046 2464466 46847 2 47 4 476 478 482 48 4 48 648 8 4 9 2 4944964 9 8 502490500510520530490500 510488492494496 498 502 504506 508 512514560570580590490500510520530 540550560570580 540550560570580 4604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724 7 4 47 6 4 7 8 48248 448648 8 4 9 2 494 496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTMP 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESDB 379-421,PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCKBCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 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, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 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 PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPA.C.S.A WATERLINEEASEMENTDB 1572-653N20° 41' 26.51"EN22° 51' 49.00"EN13° 53' 47.35"WN15° 15' 59.76"W 63 151617181920212223242526272829303132 33 34 35 36 37 38 394041424344454647 48 49 50 51 52 53 54 55 56 57 58 59 6 0 61 62 63POND 1. LARGE WET POND DESIGNED ANDAPPROVED PER SDP 19980043 TO HANDLEQUANTITY AND QUALITY FOR THE FULL BUILDOUT OF THE RESEARCH PARK INCONSTRIBUTING DRAINAGE AREAS. SEECALCULATIONS BOOK FOR MORE INFORMATION.1" = 150'NAD 830300'SCALE 1"=150'150'SHEET C4.0SHEET C4.1SHEET C4.2JOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C0.1 OVERALL PLAN.dwg | Plotted on 9/9/2019 2:03 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSSHEET C4.3C0.1OVERALL PLAN N.A. GENERAL NOTES 1.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION 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 SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 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 AND PERFORMED 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 THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND 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 A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED 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, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 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 WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS 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 EROSION CONTROL 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 3:1 OR 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 CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1.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 PRESENT DURING CONSTRUCTION OF DAMS. 2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 4.REFERENCE WPO201800073 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT 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 PER ZONING ORDINANCE SECTION 5.1.28. 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:00PM. 15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL 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 BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE 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 PROTECTION ORDINANCE SECTION 17-207B) 23.REFERENCE WP0201800073 200 200 ROADS LEGEND STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER CENTERLINE OF DITCH VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SANITARY SEWER SEWERTRAFFIC STOP BAR EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) WATER TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT TBC = TOP BACK OF CURB TBW = TOP BACK OF WALL GRADING R-1 100 100 TC 240.50' PARKING COUNT1 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:03 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTSC1.0 NOTES AND DETAILS ACSA GENERAL WATER & SEWER CONDITIONS 1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2.THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB-OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB-OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13.THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14.THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. N.A. 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:03 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTSDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS No Scale HEAVY DUTY ASPHALT PAVEMENT SECTION 2" INTERMEDIATE BASE COURSE - IM-19.0D 8" TYPE 21-B AGGREGATE SUBBASE COURSE 2" ASPHALTIC CONCRETE SURFACE COMPACTED SUBGRADE COURSE - SM-12.5D 4" 21-B STONECOMPACTED SUBGRADE CONC. WALK EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONTROL JOINT SPACED AT WIDTH OF WALK 14" 1" R= 14" NOTE:SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NON-SLIP BROOM FINISH No Scale CONCRETE SIDEWALK PAVEMENT SECTION VARIABLE WIDTH' MAX. CROSS SLOPE 2% COMPACTED SUBGRADE 4" 3,000 PSI AIR-ENTRAINED CONCRETE 4" TYPE 21B STONE COVER No Scale CONCRETE SIDEWALK JOINT DETAIL No Scale PAVEMENT REPLACEMENT JOINT DETAIL SPECIFIED ON PLANS SLOPE UNLESS OTHERWISE MATCH EX. CROSS SAWCUT EX. EDGE OF PAVEMENT COURSE SURFACE PROPOSED SURFACE COURSE PAVEMENT EXISTING PAVEMENT & REMOVE COURSE EX. SURFACE SAWCUT THROUGH IN WITH EXISTING PAVEMENT NOTE: PROPOSED PAVEMENT MUST TIE EX. E/PEXISTING PAVEMENT PROPOSED PAVEMENT AGGR. BASE BASE COURSE 2" + 2' MIN. MILL EX.EX. C/L PVMT.SIGN POST AND FOUNDATIONS TO BE IN ACCORDANCE WITH VDOT STP-1 SIGN No Scale SIGN AND POST DETAIL SIGNAGE NOTES: 1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2.SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3.ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH VDOT STANDARDS AND SPECS. STD. R1-1 24" (TYP.) STOP BAR DETAIL NO SCALE TYPE B, CLASS 1 SOLID WHITE LINE 12' (VARIES) No Scale STRIPING AND SIGNAGE DETAIL 2' (TYP.) 2' (TYP.) SOLID WHITE LINE 6' C1.1 NOTES AND DETAILSDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION 6" TYPE 21B AGGREGATE BASE COURSE 2" BITUMINOUS CONCRETE SURFACE COMPACTED SUBGRADE COURSE - SM9.5A 4" INTERMEDIATE BASE COURSE - BM-25.0D N.A. 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:03 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTSC1.2 NOTES AND DETAILS POINT OF FINISHED GRADEAND SUPERELEVATION2 -LANE LEWIS AND CLARK ROAD EXTENDEDGS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEEDPARTIAL BUILD-OUT (2-LANE UNDIVIDED)SCALE: 1" = 5'2%58.5'8.0'12' LANE12' LANE2.5'40.5'8'3.5'29'PROP.R/W2%2%1'1' OFFSET FROMF/C FOR WHITEEDGE LINE (TYP.)PROP. PERM. SLOPE &DRAINAGE EASEMENTVAR.2:1 (CUT)2:1 (FILL)2:1 (CUT)2:1 (FILL)2%ST'D. MS-2 RAISED GRASSMEDIAN WITH CG-2 FACE REQ'D. (16' F/C TO F/C)ST'D. CG-6CURB & GUTTERREQ'D. (TYP.)BL23.5' LATERALOFFSET @ 45 MPHCLEAR ZONE 20'35.5'99'2.00'POINT OF FINISHED GRADEAND SUPERELEVATION2 -LANE LEWIS AND CLARK ROAD EXTENDEDGS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEEDPARTIAL BUILD-OUT (2-LANE UNDIVIDED)SCALE: 1" = 5'58.5'12' LANE2.5'40.5'8'3.8'VAR.2%2%2:1 (CUT)2:1 (FILL)2%ST'D. CG-6CURB & GUTTERREQ'D. (TYP.)BL99'2.00'0' - 12' LANE DROP12' LANE4'PAVEDSHOULDERVAR.VAR.23'35.5'23'4:13:14:13:1ST'D. UD-4REQ'D.ST'D. UD-4 REQ'D.2'2%2%INSET 'B'4'ST'D. UD-3 REQ'D.SEE PLANS FORLOCATIONS1'1'10' MULTI-USEPATHINSET 'A'INSET 'A'ST'D. UD-4REQ'D.INSET 'B'124567INSET 'A'NOT TO SCALE2" ASPHALT CONCRETE SURFACE COURSE(SM-12.5D)2" ASPHALT CONCRETE INTERMEDIATECOURSE (IM-19.0D)4" ASPHALT CONCRETE BASE COURSE(BM-25.0D)8" AGGREGATE BASE MATERIAL(TYPE 1 NO. 21B)VAR.DEPTH AGGREGATE BASE MATERIAL(VDOT TYPE 1, NO. 21B)VDOT UD-4 UNDERDRAINVDOT CG-6 CURB AND GUTTER12345637VAR.PROP. PERM. SLOPE &DRAINAGE EASEMENTPROP.R/W15'DOMINION ENERGYVA. EASEMENT3.5'7INSET 'B'1NOT TO SCALE2" ASPHALT CONCRETE SURFACE COURSE(SM-12.5D)VAR.DEPTH (6" MIN) AGGREGATE BASE MATERIAL(VDOT NO. 21B)VDOT UD-3 UNDERDRAINVAR. DEPTH AGGREGATE BASE MATERIAL PERUD-3 DETAIL (VDOT NO. 57)NON-WOVEN GEOTEXTILE FABRIC MIRAFI 140N OREQUIVELENT1788ST'D. UD-4REQ'D.8'10'5'8'10'5'COMM.DUCTBANKPOWERDUCTBANKGAS7'6'10'5'10'ST'D. UD-3 REQ'D.SEE PLANS FORLOCATIONS10' MULTI-USEPATHCOMM.DUCTBANKGAS7'6'10'4'1'1'2:1 (CUT)2:1 (FILL)2.2'2.2'3.8'PROP.R/WPROP. PERM. SLOPE &DRAINAGE EASEMENTVAR.23.5' LATERALOFFSET @ 45 MPHCLEAR ZONE 20'VAR.PROP. PERM. SLOPE &DRAINAGE EASEMENTPROP.R/W15'DOMINION ENERGYVA. EASEMENTNOT TO SCALEVOT STD. CG-6/CG-2CG-6/CG-2 TO E/P IN 5'E/P6"TYPICAL CURB TRANSITION (CG-6/CG-2 TO E/P)POWERDUCTBANK5'10'12" WATERLINE8'12" WATERLINE8'9102'2'910JOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.1 TYPICAL SECTIONS.dwg | Plotted on 9/9/2019 2:04 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC1.3TYPICAL SECTIONS 8.0' POINT OF FINISHED GRADE AND SUPERELEVATION FUTURE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED FULL BUILD-OUT (4-LANE - DIVIDED) SCALE: 1" = 5' 2% 58.5' 8.0'12' LANE12' LANE2.5'8' 40' 2% 12' LANE 12' LANE 2' 2%2% 1'1' 2:1 ( C U T ) 2:1 (F I L L ) 2% ST'D. MS-2 RAISED GRASS MEDIAN WITH CG-2 FACE REQ'D. (16' F/C TO F/C) ST'D. CG-2 CURB REQ'D. (TYP.) ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) 11.5' LATERAL OFFSET @ 45 MPH CLEAR ZONE 20' ST'D. UD-4 REQ'D. 10'5' 35.5' 99' BL POINT OF FINISHED GRADE AND SUPERELEVATION FUTURE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED PARTIAL BUILD-OUT (3-LANE - DIVIDED WITH LEFT TURN LANE) SCALE: 1" = 5' 58.5' & VAR. 8.0' & VAR.12' LANE12' LANE2.5'8' 52.5' & VAR. 2% 12' LANE 13' LANE 8.0' 4.30'2.2' 2% 1'1' 2:1 (C U T ) 2:1 ( F I L L ) 2% ST'D. MS-2 RAISED GRASS MEDIAN WITH CG-2 FACE REQ'D. (VAR. WITDH)ST'D. CG-2 CURB REQ'D. (TYP.) 10'5' 35.5' 105' & VAR. BL 2.00' 2% 2:1 ( C U T ) 2:1 (F I L L ) ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) 2% PAVED SHOULDERVAR. 4'4' 23' 4:1 3:1 23' ST'D. UD-4 REQ'D.2' PROP. R/W INSET 'B' INSET 'B' INSET 'A' 12 4 5 6 7 INSET 'A' NOT TO SCALE 2" ASPHALT CONCRETE SURFACE COURSE (SM-12.5D) 2" ASPHALT CONCRETE INTERMEDIATE COURSE (IM-19.0D) 4" ASPHALT CONCRETE BASE COURSE (BM-25.0D) 8" AGGREGATE BASE MATERIAL (TYPE 1 NO. 21B) VAR.DEPTH AGGREGATE BASE MATERIAL (VDOT TYPE 1, NO. 21B) VDOT UD-4 UNDERDRAIN VDOT CG-6 CURB AND GUTTER 1 2 3 4 5 6 3 7 INSET 'A' PROP. R/W 15' DOMINION ENERGY VA. EASEMENT 3' 5' ST'D. UD-4 REQ'D. ST'D. UD-4 REQ'D. ST'D. UD-4 REQ'D. ST'D. UD-4 REQ'D. VAR. POINT OF FINISHED GRADE AND SUPERELEVATION FUTURE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED FULL BUILD-OUT AT QUAIL RUN INTERSECTION (4-LANE - DIVIDED) SCALE: 1" = 5' 2% 64.4' & VAR. VAR.12' LANE12' LANE2.5'8' 46.06' & VAR. 12' LANE 12' LANE 2.0' 2%2% 1'1' 2:1 ( C U T ) 2:1 (F I L L ) 2% ST'D. MS-2 RAISED GRASS MEDIAN WITH CG-2 FACE REQ'D. (VAR. WIDTH)ST'D. CG-2 CURB REQ'D. (TYP.) ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) 11.5' LATERAL OFFSET @ 45 MPH CLEAR ZONE 20' ST'D. UD-4 REQ'D. 10'5' 41.4' 110.46' & VAR. BL 23' PROP. R/W 15' DOMINION ENERGY VA. EASEMENT INSET 'B' INSET 'A' 5.0' 6.5' ST'D. GR-MGS1 GUARDRAIL REQ'D. (AS NEEDED IN FUTURE 4 LANE DIVIDED ROADWAY) ST'D. UD-4 REQ'D. ST'D. UD-4 REQ'D. 0' - 12' LANE PROP. PERM. SLOPE & DRAINAGE EASEMENT VAR. VAR. PROP. PERM. SLOPE & DRAINAGE EASEMENT INSET 'B' COMM. DUCT BANK GAS 4'1'1' ST'D. UD-4 REQ'D. 2% ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 10' MULTI-USE PATH 7'6'10' 5'10' 1' OFFSET FROM F/C FOR WHITE EDGE LINE (TYP.) 2% ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 10' MULTI-USE PATH COMM. DUCT BANK GAS 7'6'10' 4'1'1' 23.5' LATERAL OFFSET @ 45 MPH ST'D. UD-4 REQ'D. PROP. R/W 1' OFFSET FROM F/C FOR WHITE EDGE LINE (TYP.) ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 10' MULTI-USE PATH COMM. DUCT BANK GAS 7'6'10' 4'1'1' ST'D. UD-4 REQ'D. PROP. PERM. SLOPE & DRAINAGE EASEMENT VAR.23.5' LATERAL OFFSET @ 45 MPH PROP. R/W VAR. PROP. PERM. SLOPE & DRAINAGE EASEMENT 2:1 (C U T ) 2:1 ( F I L L ) 1' OFFSET FROM F/C FOR WHITE EDGE LINE (TYP.) PROP. PERM. SLOPE & DRAINAGE EASEMENT VAR. 23.5' LATERAL OFFSET @ 45 MPH CLEAR ZONE 20' PROP. R/W ST'D. GR-MGS1 GUARDRAIL REQ'D. (AS NEEDED IN FUTURE 4 LANE DIVIDED ROADWAY) POWER DUCT BANK PROP. R/W 15' DOMINION ENERGY VA. EASEMENT VAR. PROP. PERM. SLOPE & DRAINAGE EASEMENT 2:1 (C U T ) 2:1 ( F I L L ) 5'10' POWER DUCT BANK 5'10' POWER DUCT BANK 6.5' 12" WATERLINE 8' 12" WATERLINE 8' 12" WATERLINE 8' 7 1 8 2'2' 9 10 NOT TO SCALE 2" ASPHALT CONCRETE SURFACE COURSE (SM-12.5D) VAR.DEPTH (6" MIN) AGGREGATE BASE MATERIAL (VDOT NO. 21B) VDOT UD-3 UNDERDRAIN VAR. DEPTH AGGREGATE BASE MATERIAL PER UD-3 DETAIL (VDOT NO. 57) NON-WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVELENT 1 7 8 9 10 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.1 TYPICAL SECTIONS.dwg | Plotted on 9/9/2019 2:04 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTSC1.4 TYPICAL SECTIONS MANAGEDSTEEP SLOPES(TYP.)PRESERVEDSTEEPSLOPES (TYP.)PRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERMANAGEDSTEEPSLOPES(TYP.)MANAGEDSTEEP SLOPES(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I D G E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.60' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4 8 0 4704 9 05005205 3 0 540 550560570 580580580580560580572574576578550560570 5 5 0560 5705 4 0 5 5 0 560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600 48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647 0 480 4 9 0 50046 2464466 46847 2 47 4 476 478 482 48 4 48 648 8 4 9 2 4944964 9 8 502490500510520530490500 510488492494496 498 502 504506 508 512514560570580590490500510520530 540550560570580 540550560570580 4604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724 7 4 47 6 4 7 8 48248 448648 8 4 9 2 494 496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTMP 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTACRESTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESB 379-421,PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCKBCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 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, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 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 PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPA.C.S.A WATERLINEEASEMENTDB 1572-653STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)1" = 150'NAD 830300'SCALE 1"=150'150'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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.0 EXISTING CONDITIONS.dwg | Plotted on 9/9/2019 2:04 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC2.0EXISTING CONDITIONS STEEP SLOPES LEGEND:MANAGED STEEP SLOPESPRESERVED STEEP SLOPES MANAGEDSTEEP SLOPES(TYP.)PRESERVEDSTEEPSLOPES (TYP.)PRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERMANAGEDSTEEPSLOPES(TYP.)MANAGEDSTEEP SLOPES(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I D G E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.60' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4 8 0 4704 9 05005205 3 0 540 550560570 580580580580560580572574576578550560570 5 5 0560 5705 4 0 5 5 0 560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600 48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647 0 480 4 9 0 50046 2464466 46847 2 47 4 476 478 482 48 4 48 648 8 4 9 2 4944964 9 8 502490500510520530490500 510488492494496 498 502 504506 508 512514560570580590490500510520530 540550560570580 540550560570580 4604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724 7 4 47 6 4 7 8 48248 448648 8 4 9 2 494 496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTMP 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTACRESTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESB 379-421,PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCKBCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 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, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 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 PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPA.C.S.A WATERLINEEASEMENTDB 1572-653STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)REMOVE CONCRETEREMOVE ASPHALTASPHALT TO BE MILLEDAND OVERLAYEDAREA OF TREECLEARINGSAWCUTLEGEND:1" = 150'NAD 830300'SCALE 1"=150'150'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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.1 DEMOLITION PLAN.dwg | Plotted on 9/9/2019 2:05 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSSEE C2.2.C2.1DEMOLITION PLAN REMOVE EXISTINGASPHALT PATH ANDREPLACE PER PLANSHEET C4.0 REMOVE CONCRETEREMOVE ASPHALTASPHALT TO BE MILLEDAND OVERLAYEDAREA OF TREECLEARINGSAWCUTLEGEND:MANAGED STEEP SLOPES (TYP.)CONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSAN. MHTOP=515.478" PVCIN=496.0'8" PVCOUT=496.0'SAN. MHTOP=514.97'8" PVCIN=495.7' (SW)8" PVCIN=495.7'8" PVCOUT=495.7'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'SAN. MHTOP=497.48'8" PVCIN=482.3' (SW)8" PVCIN=482.3' (W)8" PVCOUT=481.6'8" P V C S SSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.60' ACCESSEASEMENTDB 1514-660SAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)CENTER FORAPPLIEDBIOMECHANICS530522524526528490500 510488492494496498502 504506508 512514492 494496500510520530TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATA.C.S.A WATERLINEEASEMENTDB 1572-653STREAM(TYP.)WETLANDS(TYP.)SAWCUTCONCRETESAWCUT CONCRETEAND REMOVE PORTIONOF CURB AND GUTTERMILL ANDOVERLAYSAWCUTASPHALTREMOVEASPHALTSAWCUTASPHALTSAWCUTCONCRETE ANDREMOVE PORTIONOF CURBSAWCUT CONCRETEAND REMOVE PORTIONOF CURB AND GUTTERREMOVERAMPREMOVE ANDRE-ROUTE PORTIONOF 6" WATERLINEPER LAYOUT PLANCUT AND CAP1" = 150'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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.1 DEMOLITION PLAN.dwg | Plotted on 9/9/2019 2:05 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSNAD 830SCALE 1"=30'60'30'C2.2DEMOLITION PLAN JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.0 E&SC NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:05 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC3.0EROSION AND SEDIMENT CONTROL NOTES AND DETAILS A. MABEEJ. SHOWALTERC. KOTARSKIN/AMINIMUM 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 14.65 ACRES.ADJACENT PROPERTYTHESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BYAIRPORT ROAD TO THE SOUTH, DICKERSON ROAD AND SOME INDUSTRIAL PARCELS TO THE WEST, THE RIVANNARIVER TO THE NORTH AND ROUTE 29 AND SOME INDUSTRIAL AND RESIDENTIAL PARCELS TO THE EAST.EXISTING SITE CONDITIONSTHE SITE IS CURRENTLY MOSTLY WOODED WITH SLOPED TERRAIN AND STREAMS THAT FEED INTO A WETPOND.PERMITTINGTHE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUAL PERMIT,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 AREASCULVERT INSTALLATION IN EXISTING STREAM AND WETLAND AREAS ARE CRITICAL EROSION AREAS. CONTRACTORTO USE CAUTION AND PREPLANNING IN COORDINATION WITH ENGINEER AND ESC INSPECTOR TO MAKE SURENECESSARY ESC MEASURES ARE IMPLEMENTED AND MAINTAINED CORRECTLY. ALL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE,INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.EROSION AND SEDIMENT CONTROL MEASURESUNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICESSHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THECURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDSOF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCALAUTHORITIES HAVING JURISDICTION.STORMWATER RUNOFF CONSIDERATIONSTHE DISTURBED AREA DRAINS TO A LARGE WETPOND THAT WAS DESIGNED TO HANDLE QUANTITY AND QUALITYFOR THE FULL BUILD OUT OF THE RESEARCH PARK.STRUCTURAL PRACTICES:1.TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDEDAT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINEDTHROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVEDPUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.2.SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREASWITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSEIS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROMLEAVING THE SITE.3.STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGESTRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORMDRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.4.DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA.5.SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAINSEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THEMAJORITY OF SEDIMENT TO SETTLE OUT.5.1.MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLYSOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALLBE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATEDCLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.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 SWALES ORDRAINAGE DITCHES.8.DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE ANDAIR MOVEMENT.VEGETATIVE PRACTICES:1.TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED ANDSTOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BESTABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.2.TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYSSHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OFTHOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED.3.PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BYPLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.4.SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATIONMAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTEVEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.MANAGEMENT STRATEGIES1.PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELYFOLLOWING 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" INTHE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIEDFOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BEUSED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIEDPRIOR 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 TAKE PLACE AT THE COUNTY OFFICE BUILDING. CLEARINGLIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.2.INSTALL CULVERT INLET PROTECTION, INLET PROTECTION, CHECK DAMS AND CONSTRUCTION ENTRANCES.3.ON SOUTH SIDE OF SITE:3.1.INSTALL CULVERT #3 THEN INSTALL CLEAN WATER DIVERSION TO CULVERT #3.3.2.INSTALL SILT FENCE AND REMAINING CLEAN WATER DIVERSIONS.3.3.INSTALL SEDIMENT TRAPS 1 AND 2 AND THEN INSTALL DIVERSION DIKES TO TRAP.4.ON NORTH SIDE OF SITE INSTALL SILT FENCE SEDIMENT TRAP #3 AND THEN INSTALL DIVISION DIKES TOTRAPS.5.INSTALL SILT FENCE, CULVERTS.6.FILL AROUND AND OVER CULVERTS MAINTAINING FILL DIVERSION TO TEMPORARY SLOPE DRAINS PROTECTEDWITH CULVERT INLET PROTECTION.7.AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN.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 SEDIMENT CONTROLPLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.2.FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYSAFTER FINAL GRADE IS ACHIEVED.3.ONCE FUTURE LANES TO THE EAST OF SEDIMENT TRAP 1 HAS BEEN STABILIZED OR GRADED TO DRAIN TO TOPIPE AN INLET SYSTEM WITH INLET PROTECTION SEDIMENT INSTALL PHASE 2 SILT FENCE DOWN HILL FROMSEDIMENT TRAP 1 AND REMOVE SEDIMENT TRAP 1.4.ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTORREMOVE THE SEDIMENT TRAPS.5.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&S INSPECTOR.6.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISACHIEVED.7.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROLMEASURES 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:2D - ALBEMARLE FINE SANDY LOAM, 15 TO 25 PERCENT SLOPES, 25 TO 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC SOIL GROUP: C3C - ALBEMARLE VERY STONY FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 35 TO 60 INCHES TO RESTRICTIVEFEATURES, WELL DRAINED, HYDROLOGIC GROUP: C4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELYDRAINED, HYDROLOGIC GROUP: B14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES,WELL DRAINED, HYDROLOGIC GROUP: B21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC SOIL GROUP: B21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC GROUP: B27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC GROUP: B27D - ELIOAK LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC GROUP: B29D - FAUQUIER SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC GROUP: C34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B36C - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B36D - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B37D3 - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, GREATER THAN 60 INCHES TO RESTRICTIVEFEATURES, WELL DRAINED, HYDROLOGIC GROUP:39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED,HYDROLOGIC GROUP: B47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: A47D - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES,WELL DRAINED, HYDROLOGIC GROUP: A47E - LOUISBURG SANDY LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES,WELL DRAINED, HYDROLOGIC GROUP: A54C- MAYODAN LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC GROUP: B65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 80 INCHES TO RESTRICTIVE FEATURES,EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A88 - UDORTHENTS, LOAMY, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES94B - 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: B 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.0 E&SC NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:05 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSN/ANo ScaleSAFETY FENCEPOLYETHYLENEFABRIC (ATTACHTO POSTS WITHMETAL TIEWIRES.)CONVENTIONALMETAL (T) OR(U) POSTSBRACINGCONCRETE FOOTINGGROUND LINELINE POSTWIREFABRICCOMPACTED SOIL18" MIN.FLOW4.5' MIN.GRAVEL CURB INLET SEDIMENT FILTERRUNOFF WATERGRAVEL FILTER12"WIRE MESHFILTERED WATERSEDIMENTCONCRETEGUTTER12"CURB INLETSPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE ATCURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TOCAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES ANDUNPROTECTED AREAS.* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.1. SET THE STAKES.2. EXCAVATE A 4"X 4" TRENCH UPSLOPEALONG THE LINE OF STAKES.3. STAPLE FILTER MATERIAL TO STAKES ANDEXTEND IT INTO THE TRENCH.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.6'MAX.FLOW4"FLOWSHEET FLOW INSTALLATION(PERSPECTIVE VIEW)POINTS A SHOULD BE HIGHER THAN POINT B.DRAINAGEWAY INSTALLATION(FRONT ELEVATION)3'MAX.AAFLOWTEMPORARY 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 PROTECTIONSILT FENCE DROP INLET PROTECTIONPERSPECTIVE VIEWSELEVATION OF STAKE AND FABRIC ORIENTATIONDETAIL A3.07-13.05-2No 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"BMBMSAFDDIPCWDIPSFSSFNo 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 PROTECTION3.18OPFILTER 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 Scale3.02CE6"-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) BMC3.1EROSION AND SEDIMENT CONTROL NOTES 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.0 E&SC NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:06 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSN/ANO SCALE3.38STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTIONFENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD,GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NOGREATER THAN 6' ON CENTER. EVERY NINTH POST SHALLCONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THEFENCE AS A TREE PROTECTION FENCE.TABLE 3.32-DSITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREAMINIMUM CARE LAWNCOMMERCIAL OR RESIDENTIALKENTUCKY 31 OR TURF-TYPE TALL FESCUEIMPROVED PERENNIAL RYEGRASSKENTUCKY BLUEGRASSGENERAL SLOPE (3:1 OR LESS)KENTUCKY 31 FESCUERED TOP GRASSSEASONAL NURSE CROP *LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1)* SEE SLOPE STABILIZATION SEED MIXTOTAL LBS. PER ACRE175-200 LBS.90-100%0-5%0-5%128 LBS.2 LBS.20 LBS.150 LBS.* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATESAS STATED BELOW:FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYEMAY 1ST THROUGH AUGUST 15TH............................ FOXTAIL MILLETAUGUST 16TH THROUGH OCTOBER............................... ANNUAL RYENOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OFFARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALLOTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEUOF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEEDMUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BEADDED TO ANY SLOPE OR LOW-MAINTENANCE MIX DURING WARMERSEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.TABLE 3.31-BACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS"QUICK REFERENCE FOR ALL REGIONS"PLANTING DATESSEPT. 1 - FEB. 15FEB. 16 - APR. 30MAY 1 - AUG. 31RATE (LBS./ACRE)50-10060-10050SPECIES50/50 MIX OFANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)&CEREAL (WINTER) RYE(SECALE CEREALE)ANNUAL RYEGRASS(LOLIUM MULTI-FLORUM)GERMAN MILLET(SETARIA ITALICA)3.313.32PERMANENT SEEDING MIX FOR PIEDMONT AREATEMPORARY SEEDING PLANT MATERIALSNo ScaleNo ScaleTREE PROTECTIONNo ScaleTPTSPSNo ScaleTEMPORARY SLOPE DRAIN3.15-1SECTION VIEWNOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IFUPLAND PONDING WILL CREATE PROBLEMSSECTION A - ANo ScaleTEMPORARY FILL DIVERSION3.10-13.202 ACRES OR LESS OF DRAINAGE AREA:(DOWNSTREAM VIEW)FILTERCLOTH(OPTIONAL)6"3'*VDOT #1 COARSEAGGREGATEFLOW2:12-10 ACRES OF DRAINAGE AREA:(DOWNSTREAM VIEW)2:1CLASS I RIPRAP6"3'*3'*3'*VDOT #1 COARSEAGGREGATEFLOWFILTERCLOTH(OPTIONAL)No ScaleROCK CHECK DAMCDSPACING BETWEEN CHECK DAMSL = THE DISTANCE SUCH THAT POINTS AAND B ARE OF EQUAL ELEVATIONALB* OR 3/4 OF DITCH HEIGHTERNST CONSERVATION SEEDSRIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132BOTANICAL NAMECOMMON NAMEPRICE/LB30.00%FESTUCA RUBRACREEPING RED FESCUE1.9020.00%LOLIUM PERENNE, PERENNIAL RYEGRASS,1.85'FASTBALL RGL''FASTBALL RGL'(TURF TYPE)20.00%PHLEUM PRATENSE,TIMOTHY, 'CLIMAX'1.20'CLIMAX'12.00%TRIFOLIUM HYBRIDUMALSIKE CLOVER3.2510.00%AGROSTIS PERENNANS, AUTUMN BENTGRASS,14.00ALBANY PINE BUSH - ALBANY PINE BUSH -NY ECOTYPENY ECOTYPE8.00%AGROSTIS ALBAREDTOP8.00100% MIX PRICE/LB BULK: $3.61SEEDING RATE: 40-60 LB PER ACREWOODLAND OPENINGSTHE SHADE-TOLERANT GRASSES AND CLOVER ARE GOOD FORWOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIXFORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDINGON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THEFORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OFTHE MIX WILL NOT.No ScaleSLOPE STABILIZATION SEED MIX C3.2EROSION AND SEDIMENT CONTROL NOTES AND DETAILS No ScaleCULVERT INLET PROTECTION3.08-1CIPSILT FENCE CULVERT INLET PROTECTION**OPTIONAL STONE COMBINATIONENDWALLTOE OFFILLCULVERTFLOW TOE OFFILLSILTFENCEFLOWDISTANCE IS6' MINIMUM IFFLOW ISTOWARDEMBANKMENTFLOW2:1 1.0'1.5'2.5'CLASS IRIPRAP**VDOT #3, #357, #5, #56 OR #57 COARSEAGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE " WHEN HIGH VELOCITY OF FLOWIS EXPECTED(FRONT ELEVATION)(PERSPECTIVE VIEW)1'1'5'MAX.3'FLOWCLASS I RIPRAPAGGREGATE**COARSENOTE: INSTALL SILT FENCE BREAK AT LOW IN FENCE LINE**COARSE AGGREGATE SHALL BE VDOT #3 OR #57 STONENo ScaleSILT FENCE BREAK WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)SOIL TYPE:94BSOIL TYPE:21BSOIL TYPE:47CSOIL TYPE:47DSOIL TYPE:65BSOIL TYPE:65CSOIL TYPE:47CSOIL TYPE:47CDENSE TREESDI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.5005025045205 3 0 540 550560570 580580 580 5 8 0 5 1 85225245 2 6 5 2 8532534536538 542 544 546 548 552 55 4 5 5 6 5 5 8 5 6 25645 6 6568572574 574574574576 5 7 6 578 5785 8 2 582 582 582584584584 5 8 4 586 5 8 6 5 8 8 588580572574576578550560570544546548 55 25545565585 6 2 564 566568 572574576 5 5 0560 5425445465485525545565585625645665685 4 0 5 5 0 5605705 3 6 5 3 8 5 4 2 54 4 54 6 5 4 8 5 5 2 5 5 4556 558562564566568572550560570580558562564566568572574576578582584586588APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008TMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPCEIPSFSFSFC3-1C3-2CULV3INSTALL CULVERT 3 TOBYPASS CLEAN OFFSITEWATER.ST1AFTER INSTALLING CULVERT 3AND CLEAN WATER DIVERSIONINSTALLSEDIMENT TRAP #1 (SEE DETAIL)DRAINAGE AREA = 3 ACRESTOP OF DAM = 534.00BOTTOM OF TRAP= 526.50AFTER CULVERT 3 IS INSTALLEDGRADE BERM/ BOTTOM OFFUTURE FILL SLOPE AND DITCH.IMIDIATLY STABLIZE FOR CLEANWATER DIVISION TO CUVLERT 3.542544546548534538536540530CONTRACTOR SHALL INSTALL PUMP-AROUNDDURING BOX CULVERT INSTALLATION.APPROPIRAT MEASURES SHALL BE TAKEN TORESITRCT WATER FROM FLOWING INTO THECULVERT CONSTUCTION AREA. ALLPUMP-AROUND DEVEICES AND MARTERIAL SHALLBE INSTALLED WITH EROSION CONTROLMEASURES AS APPROVED BY THE ECS INSPECTOR.LIMITS OFDISTURBANCE =14.65 ACRES53453052853426'31'TPTPTPMAX. DRAINAGE AREA TOSEDIMENT #1 IS DELINEATEDBY DASHED LINE, AND TOPOF CWD OR DD (TYP.)MAX. DRAINAGE AREA TOSEDIMENT #2 IS DELINEATEDBY DASHED LINE, AND TOPOF CWD OR DD (TYP.)CDCWDCWDCWDCWDCWDCDCWDCWDTSDCTSDCTSDCTSDCTSDCTSDCSSFDDDDTSDCTSDCTSDCTPTPVDOT CLASS 1RIPRAPWIDTH 1 = 6.0'WIDTH 2 = 10.0'LENGTH = 10'DEPTH =24"10'x15' OFVDOT CLASS 1RIPRAP24" DEEPSSFSSFSILT FENCEBREAK (TYP.)PROVIDE EXCAVATED SUMPAREA WITH 0.5 CUYD OFVOLUME. GRADECONSTUCTION ENTRANCEAND WASH RACK SO THATWASH WATER DRAINS INTOSUMP AREA1" = 50'NAD 83SCALE 1"=50'100'50'0JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.1 E&SC PHASE I.dwg | Plotted on 9/9/2019 2:07 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C3.4 C3.3EROSION AND SEDIMENT CONTROL PHASE I No ScaleSEDIMENT TRAP3.13ST1EROSION CONTROL LEGEND3.053.07SILT FENCEINLET PROTECTION3.01SAFETY FENCESAFDIVERSION DIKESOIL AREA DIVIDE3.09DRAINAGE DIVIDELIMITS OF CLEARING AND GRADING3.31TEMPORARY SEEDING3.32PERMANENT SEEDINGDUST CONTROL3.35MULCHING3.393.02CONSTRUCTION ENTRANCE3.38TREE PRESERVATION FENCEAREAS STEEPER THAN 3:1 TO HAVESOIL STABILIZATION BLANKETTREATMENT -1 AND STABILIZED WITHSLOPE STABILIZATION SEED MIX3.08CULVERT INLET PROTECTION3.05SUPER SILT FENCEIPSSFSFCESAFCIPDDTSPSTPDC3.20CHECK DAMCD3.36OUTLET PROTECTION3.18MUOPBMTPCLEAN WATER DIVERSION3.12CWDTEMPORARY FILL DIVERSION3.10FDTEMPORARY SLOPE DRAIN3.15TSD STREAM(TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)SOIL TYPE:SOIL TYPE:47ESOIL TYPE:WSOIL TYPE:4DSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:XXXXSOIL TYPE:65BDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I DG E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYDENSE TREESDENSE TREESDENSE TREESDENSE TREESSSCOTOP=501.56INV.=497.9'±60' ACCESSEASEMENTDB 1514-660CENTER FORAPPLIEDBIOMECHANICS480 470490500 472474476478482484486488492494496498 470480490500510520530540462464466 468472474476478482484486488492494496498502504506508512514516518522524526528532534536538542544546 46047048049050051045846246446646847247447647848248448648849249449649850250450650851251 4470480490500510 480490500480490500510520530476478482484486488492494496498502504506508512514516518522524526528532534536470480 4 9 0 5004 6 2 4 6 4466 46847 2 4 7 4 476 47 8 482 48448 648 8 4 9 2 494496498502490500510520530482484486 488492494496498502504506508512514516518522524526528532534536490500 510488492494496 498 502 504506 508 5125144604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724744 7 6 4 7 8 48 2 48 4 48 6 48 8 4 9 2 494496500510520530#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATA.C.S.A WATERLINEEASEMENTDB 1572-653C1-1C2-2C1-2CULV2CULV1492INSTALL CULVERT 1TO BYPASS CLEANOFFSITE WATER.INSTALL CULVERT 2TO BYPASS CLEANOFFSITE WATER.466476468468474470472CONTRACTOR SHALL INSTALL PUMP-AROUNDDURING BOX CULVERT INSTALLATION.APPROPIRAT MEASURES SHALL BE TAKENTO RESITRCT WATER FROM FLOWING INTOTHE CULVERT CONSTUCTION AREA. ALLPUMP-AROUND DEVEICES AND MARTERIALSHALL BE INSTALLED WITH EROSIONCONTROL MEASURES AS APPROVED BY THEESC INSPECTOR.INSTALL TEMPREOARY FILLDIVERSION TO 18" TEMPORARYSLOPE DRAIN WITH CULVERTINLET PROTECTION. MAINTAINAND RAISE MEASURES WITHTOP OF FILL SLOPE.IMMEDIATELY STABLIZE ALLAREAS BELOW TOP OF SLOPE.CONTRACTOR TO INSTALLSEDIMENT TRAPPINGMEASURES AT TSD OUTFALLS,AT COUNTY ESC INSPECTORDISCRECTION, IF NEEDED. CIPAT ENTRANCE TO TSD MAY BESUFFICIENT.TSCONTRACTOR SHALL INSTALL PUMP-AROUNDDURING BOX CULVERT INSTALLATION.APPROPIRAT MEASURES SHALL BE TAKEN TORESITRCT WATER FROM FLOWING INTO THECULVERT CONSTUCTION AREA. ALLPUMP-AROUND DEVEICES AND MARTERIALSHALL BE INSTALLED WITH EROSIONCONTROL MEASURES AS APPROVED BY THEESC INSPECTOR.LIMITS OFDISTURBANCE =14.65 ACRES476470472474DRAINAGEDIVIDES TOCULVERT INLETPROTECTION TOBE MAINTAINEDUNTILL MAJORITYOF FILLOPERATIONS ARECOMPLETEDDCINSTALL TEMPREOARY FILLDIVERSION TO 18" TEMPORARY SLOPEDRAIN WITH CULVERT INLETPROTECTION. MAINTAIN AND RAISEMEASURES WITH TOP OF FILL SLOPE.IMMEDIATELY STABLIZE ALL AREASBELOW TOP OF SLOPE. CONTRACTORTO INSTALL SEDIMENT TRAPPINGMEASURES AT TSD OUTFALLS, ATCOUNTY ESC INSPECTORDISCRECTION, IF NEEDED. CIP ATENTRANCE TO TSD MAY BESUFFICIENT.INSTALL TEMPREOARY FILLDIVERSION TO 18"TEMPORARY SLOPE DRAINWITH CULVERT INLETPROTECTION. MAINTAIN ANDRAISE MEASURES WITH TOPOF FILL SLOPE. IMMEDIATELYSTABLIZE ALL AREAS BELOWTOP OF SLOPE.CONTRACTORTO INSTALL SEDIMENTTRAPPING MEASURES AT TSDOUTFALLS, AT COUNTY ESCINSPECTOR DISCRECTION, IFNEEDED. CIP AT ENTRANCETO TSD MAY BE SUFFICIENT.INSTALL TEMPREOARY FILL DIVERSIONTO 18" TEMPORARY SLOPE DRAIN WITHCULVERT INLET PROTECTION.MAINTAIN AND RAISE MEASURES WITHTOP OF FILL SLOPE. IMMEDIATELYSTABLIZE ALL AREAS BELOW TOP OFSLOPE. CONTRACTOR TO INSTALLSEDIMENT TRAPPING MEASURES ATTSD OUTFALLS, AT COUNTY ESCINSPECTOR DISCRECTION, IF NEEDED.CIP AT ENTRANCE TO TSD MAY BESUFFICIENT.482474484484482480478476SEDIMENT TRAP #2 (SEE DETAIL)DRAINAGE AREA = 3 ACRESTOP OF DAM = 492.00BOTTOM OF TRAP= 487.004924924884875004 9 4 4 9 0 ST3SEDIMENT TRAP#3 (SEE DETAIL)DRAINAGE AREA =1.8 ACRESTOP OF DAM =494.00BOTTOM OF TRAP=488.00496500488CEVDOT CLASS II RIPRAPWIDTH 1 = 6'WIDTH 2 = 34'LENGTH = 25'DEPTH = 36"VDOT CLASS 1 RIPRAPMIN.WIDTH 1 = 4.0'MIN.WIDTH 2 = 12'MIN.LENGTH = 22'DEPTH = 24"VDOT CLASS 1 RIPRAPMIN.WIDTH 1 = 7.0'MIN.WIDTH 2 = 21'MIN.LENGTH = 20'DEPTH = 24"VDOT CLASS II RIPRAPWIDTH = 30'LENGTH = 35'DEPTH = 36"21'101'ST2MAX. DRAINAGE AREA TOSEDIMENT #3 IS DELINEATEDBY DASHED LINE, AND TOPOF CWD OR DD (TYP.)SSFCWDSSFSSFSSFSSFFDFDCWDCWDTSDCDCDCTSFDFDSSFSSFSSFSSFFDFDFDFDDDDDDDSSFSSFTSDCTSDCTSDCTSDCTSDCTSDCTSDCTSDCTSDCTSD1TSD2C2-1480480484SILT FENCEBREAK (TYP.)SILT FENCEBREAK (TYP.)PROVIDE EXCAVATED SUMPAREA WITH 0.5 CUYD OFVOLUME. GRADECONSTUCTION ENTRANCEAND WASH RACK SO THATWASH WATER DRAINS INTOSUMP AREA15'30'1" = 50'NAD 83SCALE 1"=50'100'50'0JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.1 E&SC PHASE I.dwg | Plotted on 9/9/2019 2:07 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C3.3 C3.4EROSION AND SEDIMENT CONTROL PHASE I No ScaleNo ScaleSEDIMENT TRAP3.13ST2SEDIMENT TRAP3.13ST3EROSION CONTROL LEGEND3.053.07SILT FENCEINLET PROTECTION3.01SAFETY FENCESAFDIVERSION DIKESOIL AREA DIVIDE3.09DRAINAGE DIVIDELIMITS OF CLEARING AND GRADING3.31TEMPORARY SEEDING3.32PERMANENT SEEDINGDUST CONTROL3.35MULCHING3.393.02CONSTRUCTION ENTRANCE3.38TREE PRESERVATION FENCEAREAS STEEPER THAN 3:1 TO HAVESOIL STABILIZATION BLANKETTREATMENT -1 AND STABILIZED WITHSLOPE STABILIZATION SEED MIX3.08CULVERT INLET PROTECTION3.05SUPER SILT FENCEIPSSFSFCESAFCIPDDTSPSTPDC3.20CHECK DAMCD3.36OUTLET PROTECTION3.18MUOPBMTPCLEAN WATER DIVERSION3.12CWDTEMPORARY FILL DIVERSION3.10FDTEMPORARY SLOPE DRAIN3.15TSD 27+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WWETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)580576578520 530 540 550 56 0 570 512 514 516 518 522 524 526 528 532 534 536 538 542 544 546 548 552 554 556 558 56 2 56 4 56 6 5 6 8 572574530570562564566568572574576550542544546548552554556530540580572574576578582530DENSE TREESDI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.5005025045205 3 0 540 550560570 580580 580 5 8 0 5 1 85225245 2 6 5 2 8532534536538 542 544 546 548 552 55 4 5 5 6 5 5 8 5 6 25645 6 6568572574 574574574576 5 7 6 578 5785 8 2 582 582 582584584584 5 8 4 586 5 8 6 5 8 8 588580572574576578550560570544546548 55 25545565585 6 2 564 566568 572574576 5 5 0560 5425445465485525545565585625645665685 4 0 5 5 0 5605705 3 6 5 3 8 5 4 2 54 4 54 6 5 4 8 5 5 2 5 5 4556 558562564566568572550560570580558562564566568572574576578582584586588APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008TMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPEX-1CEIPLIMITS OFDISTURBANCE =14.65 ACRESIPIPIPIPIPIPIPIPIPIPIPLINE DITCH WITHBLANKET MATTINGVESCH TREATMENT-2FROM HERE TO CALLAPPROX. STA 43+25.REMAINDER OF DITCHTO BE LINED WITHVESCH TREATMENT-1.LINE ENTIRE DITCHWITH BLANKETMATTING VESCHTREATMENT-2.APPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYCDCWDCWDCWDCWDCWDSSFCDCWDSSFSSF24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00SFSFSFPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUBMBMBMBMBMBM1" = 50'NAD 83SCALE 1"=50'100'50'0JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.2 E&SC PHASE II.dwg | Plotted on 9/9/2019 2:09 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C3.6 C3.5EROSION AND SEDIMENT CONTROL PHASE II EROSION CONTROL LEGEND3.053.07SILT FENCEINLET PROTECTION3.01SAFETY FENCESAFDIVERSION DIKESOIL AREA DIVIDE3.09DRAINAGE DIVIDELIMITS OF CLEARING AND GRADING3.31TEMPORARY SEEDING3.32PERMANENT SEEDINGDUST CONTROL3.35MULCHING3.393.02CONSTRUCTION ENTRANCE3.38TREE PRESERVATION FENCEAREAS STEEPER THAN 3:1 TO HAVESOIL STABILIZATION BLANKETTREATMENT -1 AND STABILIZED WITHSLOPE STABILIZATION SEED MIX3.08CULVERT INLET PROTECTION3.05SUPER SILT FENCEIPSSFSFCESAFCIPDDTSPSTPDC3.20CHECK DAMCD3.36OUTLET PROTECTION3.18MUOPBMTPCLEAN WATER DIVERSION3.12CWD 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WSTREAM(TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)490 490500510 488 488492492494 494496496 498498502504506508510520 500 496498500510520 470480490470480490500480490500510520512514516518522524526528530526524520518506500510502504506508512520 524482482480480482490494492488486484522532DENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I DG E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYDENSE TREESDENSE TREESDENSE TREESDENSE TREESSSCOTOP=501.56INV.=497.9'±60' ACCESSEASEMENTDB 1514-660CENTER FORAPPLIEDBIOMECHANICS480 470490500 472474476478482484486488492494496498 470480490500510520530540462464466 468472474476478482484486488492494496498502504506508512514516518522524526528532534536538542544546 46047048049050051045846246446646847247447647848248448648849249449649850250450650851251 4470480490500510 480490500480490500510520530476478482484486488492494496498502504506508512514516518522524526528532534536470480 4 9 0 5004 6 2 4 6 4466 46847 2 4 7 4 476 47 8 482 48448 648 8 4 9 2 494496498502490500510520530482484486 488492494496498502504506508512514516518522524526528532534536490500 510488492494496 498 502 504506 508 5125144604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724744 7 6 4 7 8 48 2 48 4 48 6 48 8 4 9 2 494496500510520530#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATA.C.S.A WATERLINEEASEMENTDB 1572-653DLIMITS OFDISTURBANCE =14.65 ACRESLINE DITCH WITH BLANKETMATTING VESCHTREATMENT-2 FROM HERETO CALL OUT APPROX.STA 34+75. REMAINDER OFDITCH TO BE LINED WITHVESCH TREATMENT-1.IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPLINE THIS SECTION OFDITCH WITH BLANKETMATTING VESCHTREATMENT-2.REMAINDER OF DITCH TOBE LINED WITH VESCHTREATMENT-1SSFCWDSSFSSFSSFCWDSSFSSFSSFSSFSSFCWDSSF41+0042+00 43+00 44+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+00PSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUPSMUBMBMBMBMBMBMBMBM1" = 50'NAD 83SCALE 1"=50'100'50'0JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C3.2 E&SC PHASE II.dwg | Plotted on 9/9/2019 2:09 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C3.5 C3.6EROSION AND SEDIMENT CONTROL PHASE II EROSION CONTROL LEGEND3.053.07SILT FENCEINLET PROTECTION3.01SAFETY FENCESAFDIVERSION DIKESOIL AREA DIVIDE3.09DRAINAGE DIVIDELIMITS OF CLEARING AND GRADING3.31TEMPORARY SEEDING3.32PERMANENT SEEDINGDUST CONTROL3.35MULCHING3.393.02CONSTRUCTION ENTRANCE3.38TREE PRESERVATION FENCEAREAS STEEPER THAN 3:1 TO HAVESOIL STABILIZATION BLANKETTREATMENT -1 AND STABILIZED WITHSLOPE STABILIZATION SEED MIX3.08CULVERT INLET PROTECTION3.05SUPER SILT FENCEIPSSFSFCESAFCIPDDTSPSTPDC3.20CHECK DAMCD3.36OUTLET PROTECTION3.18MUOPBMTPCLEAN WATER DIVERSION3.12CWD S SAN SAN SAN SAN SANDENSE TREES DENSE TREES DI-3B L=10' TOP=573.56' 18" RCP IN=565.0' 18" RCP OUT=564.9' DI-3B L=10' TOP=570.25' 24" RCP IN=565.5' 24" RCP OUT=565.4' DI-3B L=10' TOP=569.98' 15" RCP IN=565.7' 18" RCP IN=565.7' 24" RCP OUT=565.6' DI-3B L=10' TOP=570.31' 18" RCP IN=566.6' 18" RCP OUT=566.5' DI-3B L=14' TOP=571.28' 28" RCP OUT=567.5' ELEC. TRANS. DI-1 TOP=569.70' 15" RCP IN=566.1' 15" RCP OUT=566.0' DI-1 TOP=569.22' 15" RCP OUT=567.1' DI-1 TOP=568.87' 15" RCP IN=566.7' 15" RCP OUT=566.7' A.C.S.AWATERLINE ESM'T. #35 7 5 I N N O V A T I O N D R . "HO L L Y M E A D F I R E RE S C U E S T A T I O N "AIRPORT ACRES ROAD IN N O V A T I O N D R I V E DECK DECK C O N C Sign TMP 32A-1-B-9A LOT 9A, BLOCK B CLOVER'S AIRPORT ACRES DB 380-398, PLAT TMP 32A-1-B-9B LOT 9B, BLOCK B CLOVER'S AIRPORT ACRES DB 380-398, PLAT TMP 32A-1-B-10 LOT 10, BLOCK B CLOVER'S AIRPORT ACRES DB 350-193 PLAT TMP 32-20C N/F WILLIAM SCOTT MARSHALL, TRUSTEE DB 4464-203 CLOVER'S AIRPORT ACRES DB 350-193 PLAT TAX MAP 03200-00-00-006R0 UNIVERSITY OF VIRGINIA FOUNDATION DB 2712-325 DB 2179-222, 243 & 244 PLAT APPROXIMATE LOCATIONOF EXISTING 2" SUPPLY LINE EXISTING DOSE TANK EXISTING SEPTIC TANK EXISTING SEPTIC PUMP 45° BEND 45° BEND TIE TO EXIST 12" WATERMAIN. CONTRACTOR TO LOCATE AND CONFIRM SIZE AND MATERIAL OF EXISTING WATERLINE PRIOR TO ORDERING MATERIALS FOR CONNECTION. 37+00 38+0 0 39+ 0 0 40+ 0 0 41+ 0 0 42+ 0 0 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12''W 12''W 12''W ACSA AIR RELEASE VALVE (ARV) ACSA 5' ACCESS EASEMENT 13' 12' 10' WIDE PATH MS-2 CG-6 2 7 5 TIE TO EXIST. CURB AND GUTTER TIE TO EXIST. CURB AND GUTTER TIE TO EXIST. PAVEMENT IN ACCORDANCE WITH PAVEMENT REPLACEMENT JOINT DETAIL AND WP-2.20' CLEAR ZONE 20' CLEAR ZONE PROPOSED TREE LINE (TYP.) PROP. R-W PROP. R-W PROP. PERM. SLOPE EASEMENT PROP. PERM. SLOPE EASEMENT CENTERLINE FOR DOMINION POWER (2) 8'' SCH 40 PVC CONDUITS TRENCHED AND SPACED PER DOMINION STANDARDS DOMINION STD. POWER MANHOLE (8' W x 16' L x 8' H) CENTERLINE FOR DOMINION POWER (2) 8'' SCH 40 PVC CONDUITS TRENCHED AND SPACED PER DOMINION STANDARDS DOMINION STD. POWER MANHOLE (8' W x 16' L x 8' H) UF O UF O UFO UFO UFO G G G G G DOMINION POWER CONDUITS TO END IN 24"x36" HAND HOLD BOX UGPUGPR5' CONDUIT SWEEP PER DOMINION STANDARDS UF O UF O UF O UF O (5) 4" SCH 40 PVC CONDUITS IN SINGLE TRENCH PROVIDED AND INSTALLED BY CONTRACTOR (5) 24"x36" HAND HOLES (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) WITH ONE CONDUIT SWEEPING OUT TO EACH GAS LINE TO BE INSTALLED BY OTHERS (5) 24"x36" HAND HOLES (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) WITH ONE CONDUIT SWEEPING OUT TO EACH G G G G G G G15' WIDE FUTURE DOMINION EASEMENT RESERVED OUTSIDE OF RW. UG P UG P UG P UG P UG P UG P UGP UGP UGP UGPPCN2 2 ° 5 1 ' 4 9 . 0 0 " E212223 24252627282930APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD PER PLANS FROM VDH COMPLETED BY ENVIRO-KLEAN ON JANUARY 08, 2008 STRIPING LEGEND 1.PROP. DIRECTIONAL ARROWS 2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6.STOP BAR 7.THROUGH ARROWS FOR REFERENCE PURPOSES ONLY. DO NOT STRIPE 8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH C4.0 LAYOUT PLANNAD 83 0 SCALE 1"=30' 60'30' 1" = 30' 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 9/9/2019 2:12 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTSPOWER AND COMMUNICATIONS NOTES: 1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2.DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE AS NECESSARY TO DETERMINE REQUIREMENTS. 4.ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS HATCH LEGEND: HEAVY DUTY ASPHALT 10' WIDE SHARED USE PATH 1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES: 1.PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD-VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2.THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3.CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 45 MPH. SSSS SANSANSANSANTMP 32-22 NORTHSIDE DRIVE LLC DB 3532-599 FHA 12" GATE VALVE 12" GATE VALVE 27+0 0 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 12''W 12''W 12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WMS-2 13' 12' 10' WIDE PATH CG-6 2 5 20' CLEAR ZONE 20' CLEAR ZONE 20' CLEAR ZONE PROPOSED TREE LINE (TYP.) PROP. R-W 7 PROP. PERM. SLOPE EASEMENT PROP. PERM. SLOPE EASEMENT PROP. PERM. DRAINAGE EASEMENT PROP. PERM. DRAINAGE EASEMENT CENTERLINE FOR DOMINION POWER (2) 8'' SCH 40 PVC CONDUITS TRENCHED AND SPACED PER DOMINION STANDARDS DOMINION STD. POWER MANHOLE (8" W x 16" L x 8" H) DOMINION STD. POWER MANHOLE (8' W x 16' L x 8' H) DOMINION STD. POWER MANHOLE (8' W x 16' L x 8' H) UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO5-4" SCH 40 PVC CONDUITS FOR FUTURE UTILITIES 10' WIDE MULTI USE PATH 15' WIDE FUTURE DOMINION EASEMENT RESERVED OUTSIDE OF RW. (5) 24"x36" HAND HOLES (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) WITH ONE CONDUIT SWEEPING OUT TO EACH (5) 24"x36" HAND HOLES (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) WITH ONE CONDUIT SWEEPING OUT TO EACH GAS LINE TO BE INSTALLED BY OTHERS GAS LINE TO BE INSTALLED BY OTHERS G G G G GGGGGGGGGGGGGGGGGUFO(5) 24"x36" HAND HOLES (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) WITH ONE CONDUIT SWEEPING OUT TO EACH 5-4" SCH 40 PVC CONDUITS FOR FUTURE UTILITIES UGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG1- 6" SCH 40 PVC CONDUIT FOR FUTURE 4" GAS LINE PCPTN13° 53' 4 7 . 3 5 " W 3 4 D = 36°45'36" R = 1200.00 T = 398.72 L = 769.90 C = 756.76 PC = 28+06.37 PI = 32+05.10 PT = 35+76.28 E = NC (ULS) V = 45MPH LEWIS & CLARK DRIVE CURVE 3 D = 28°30'41" R = 1039.00 T = 263.98 L = 517.02 C = 511.70 PC = 37+03.72 PI = 39+67.70 PT = 42+20.74 E = NC (ULS) V = 45MPH LEWIS & CLARK DRIVE CURVE 4313233343536373839 4041STRIPING LEGEND 1.PROP. DIRECTIONAL ARROWS 2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6.STOP BAR 7.THROUGH ARROWS FOR REFERENCE PURPOSES ONLY. DO NOT STRIPE 8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH NAD 83 0 SCALE 1"=30' 60'30' 1" = 30' C4.1 LAYOUT PLANMATCH LINE SEE SHEET C4.0MATCH LINE SEE SHEET C4.2JOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 9/9/2019 2:12 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTSPOWER AND COMMUNICATIONS NOTES: 1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2.DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE AS NECESSARY TO DETERMINE REQUIREMENTS. 4.ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS HATCH LEGEND: HEAVY DUTY ASPHALT 10' WIDE SHARED USE PATH 1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES: 1.PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD-VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2.THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3.CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 45 MPH. SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSANSANSANDDENSE TREESDENSE TREESDENSE TREESFOO T B R IDG E FOOTBRIDGEDENSE TREESDENSE TREES8''WFHAFHA12"GATE VALVE12"X8" TEE8" GATE VALVE12"GATE VALVE8" PLUG12"GATE VALVE12"GATE VALVE12"GATE VALVE16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W10' WIDEPATH13'12'MS-2CG-6CG-2PAVED 4'SHOULDER2520'CLEARZONEINSTALL W6-1(DIVIDED HIGHWAY)PROPOSEDTREE LINE (TYP.)PROP. R-WPROP. R-WPROP. R-WPROP. R-WPROP. R-W7PROP. PERM.SLOPE EASEMENTPROP. PERM.SLOPE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.SLOPE EASEMENTPROP. PERM.SLOPE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.FLOOD PLAINEASEMENTCENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDRDSCENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDARDSDOMINION STD.POWER MANHOLE(8' W x 16' L x 8' H)DOMINION STD.POWER MANHOLE(8' W x 16' L x 8'H)UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO(5) 24"x36" HAND HOLES(PROVIDED BY OTHERS,INSTALLED BY CONTRACTOR)WITH ONE CONDUITSWEEPING OUT TO EACH(5) 4" SCH 40 PVC CONDUITSIN SINGLE TRENCHPROVIDED AND INSTALLEDBY CONTRACTOR(5) 24"x36" HAND HOLES(PROVIDED BY OTHERS,INSTALLED BY CONTRACTOR)WITH ONE CONDUITSWEEPING OUT TO EACHGAS LINE TO BEINSTALLED BYOTHERS15' WIDE FUTURE DOMINIONEASEMENT RESERVED OUTSIDEOF RW.GGGGGGGGGGGGGGGGGGGGGGGUGP4-WAY, 6" DUCTBANK WITHPRECAST CONCRETE 48"x78"OPEN BOTTOM HAND HOLE.UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPPC PT PRC N15° 15' 59.76"W D = 27°08'28" R = 1039.00 T = 250.80 L = 492.18 C = 487.59PC = 42+20.74PI = 44+71.54PT = 47+12.92E = NC (ULS)V = 45MPHLEWIS & CLARK DRIVECURVE55424344454647 48 49 50 51COORDINATE INSTALLATION OF SEWERWITH UVA RESEARCH PARK SEWEREXTENSION PROJECTSTRIPING LEGEND1.PROP. DIRECTIONAL ARROWS2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINEMARKING, 4" WIDTH3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24"WIDTH (10' CROSSWALK)4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH (2' DASHED, 4' SPACING)5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH6.STOP BAR7.THROUGH ARROWS FOR REFERENCE PURPOSESONLY. DO NOT STRIPE8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS(5.9'W X 8'H)10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTHNAD 830SCALE 1"=30'60'30'1" = 30'C4.2LAYOUT PLAN MATCH LINE SEE SHEET C4.1 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 9/9/2019 2:12 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C4.3POWER AND COMMUNICATIONS NOTES:1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BEINSTALLED PER THE INTENDED UTILITY COMPANIESSTANDARDS, DETAILS AND SPECIFICATION.2.DOMINION VAULTS AND CONDUITS TO BE INSTALLEDIN ACCORDANCE WITH DOMINION STANDARDS,DETAILS AND SPECIFICATION. CONTRACTOR TOCOORDINATE WITH DOMINION.3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS ANDCLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURYLINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVACOMMUNICATIONS. CONDUITS AND HAND HOLESSHALL BE PROVIDED IN ACCORDANCE WITH EACHCOMPANIES STANDARDS, DETAILS ANDSPECIFICATION. CONTRACTOR TO COORDINATE ASNECESSARY TO DETERMINE REQUIREMENTS.4.ALL CONDUITS TO HAVE PULL LINES SECURED ATBOTH ENDS FOR FUTURE WIRE PULLSHATCH LEGEND:HEAVY DUTY ASPHALT10' WIDE SHARED USE PATH1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES:1.PAVEMENT MARKINGS SHALL BE SPOTTED USINGCHALK AND FIELD-VERIFIED BY VDOT OR THEENGINEER PRIOR TO APPLYING THERMOPLASTIC.2.THE CONTRACTOR SHALL MILL, OVERLAY, ORBUILD-UP THE PAVEMENT AS NECESSARY TOACHIEVE THE REQUIRED CROSS SLOPES. MILLINGAND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4INCHES.3.CONTRACTOR SHALL DETERMINE SIGN SIZES PERMUTCD DESIGN STANDARDS FOR A DESIGN SPEEDOF 45 MPH. CONCCONCCONCCONCCONCCONCDIDIDIDISAN. MHTOP=515.478" PVCIN=496.0'8" PVCOUT=496.0'SAN. MHTOP=514.97'8" PVCIN=495.7' (SW)8" PVCIN=495.7'8" PVCOUT=495.7'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'8" P V C S SSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.60' ACCESSEASEMENTDB 1514-660SAN.SEWEREASEMENTDB1789-230TAX MAP03200-00-00-006R0UNIVERSITYTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATA.C.S.A WATERLINEEASEMENTDB 1572-65312"x14"REDUCER45°BEND45° BENDREPLACE / RE-ROUTE SECTIONOF 6" WATERLINE AROUNDSTORM STRUCTURE. MIN 3.5'COVER REQUIRED.12"W90° BEND6" GATE VALVE12"x12"x6"TEETIE TO EXIST 6" WATERMAIN.CONTRACTOR TO LOCATE ANDCONFIRM SIZE AND MATERIAL OFEXISTING WATERLINE PRIOR TOORDERING MATERIALS FORCONNECTION.TIE TO EXIST 14" WATERMAIN.CONTRACTOR TO LOCATE ANDCONFIRM SIZE AND MATERIAL OFEXISTING WATERLINE PRIOR TOORDERING MATERIALS FORCONNECTION.10+0011+0012+0013+0014+0015+0012''W12''W12''W12''W12''W12''W12''WR=50'R=6'29'CG-6CG-610' WIDE PATHR=5'CG-12 TYPE BIS MODIFIEDFOR SUPMS-21PAVED 4' WIDESHOULDER17CROSSWALK4KEEPRIGHT5TIE TO EXIST.CURB AND GUTTER10524'1022R50'R5'20' CLEARZONE20'CLEARZONECONTRACTOR TODETERMINE EX.DEPTH ANDCOORDINATE ANYREQUIREDRELOCATIONS ORADJUSTMENT WITHUTILITY PROVIDERSCENTURY LINK ANDDOMINION.STOP BARSTOP BAR12'INSTALL R1-1(STOP SIGN)INSTALL R1-1(STOP SIGN)INSTALL W6-2(DIVIDED HIGHWAYENDS)STREETNAME SIGNINSTALL R4-7(KEEP RIGHT)PROP. CURBTRANSITIONCROSSWALKS33PROPOSEDTREE LINE (TYP.)CG-12CG-12CG-12PROP. R-WPROP. R-WINSTALL R3-7(LEFT LANE MUSTTURN LEFT)87118711599REMOVE EXISTINGSTOP SIGN2SIGN TO BE REPLACEDIN-KIND ACCORDING TOOWNERS REQUESTPROP. PERM.SLOPE EASEMENTPROP. PERM.SLOPE EASEMENT1010TIE TO EXIST. PAVEMENT INACCORDANCE WITHPAVEMENT REPLACEMENTJOINT DETAIL AND WP-2(TYP.).TIE TO EXIST. PAVEMENT INACCORDANCE WITHPAVEMENT REPLACEMENTJOINT DETAIL AND WP-2(TYP.).CENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDARDSDOMINION STD.POWER MANHOLE(8' W x 16' L x 8' H)CENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDARDSDOMINION STDPOWER MANHOLE(8' W x 16' L x 8' H)UFOUFOUFOUFOUFOUFOUFOUFOUFO(5) 24"x36" HAND HOLES(PROVIDED BY OTHERS,INSTALLED BY CONTRACTOR)WITH ONE CONDUITSWEEPING OUT TO EACH(5) 4" SCH 40 PVC CONDUITSIN SINGLE TRENCHPROVIDED AND INSTALLEDBY CONTRACTOR(5) 24"x36" HANDHOLES(PROVIDED BYOTHERS,INSTALLED BYCONTRACTOR) WITH ONECONDUIT SWEEPING OUTTO EACHGAS LINE TO BEINSTALLED BYOTHERS15' WIDE FUTURE DOMINION EASEMENTRESERVED OUTSIDE OF RW.GGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPPCCPC C PRC867 D = 29°24'07" R = 1000.00 T = 262.36 L = 513.16 C = 507.55PC = 51+10.43PI = 53+72.79PCC = 56+23.59E = 2% (ULS)V = 45MPHLEWIS & CLARK DRIVECURVE6 D = 6°42'21" R = 1500.00 T = 87.88 L = 175.56 C = 175.46PCC = 56+23.59PI = 57+11.47PT = 57+99.15E = 2% (ULS)V = 45MPHLEWIS & CLARK DRIVECURVE7 D = 17°33'28" R = 750.00 T = 115.82 L = 229.83 C = 228.93PC = 57+99.15PI = 59+14.97PT = 60+28.98LEWIS & CLARK DRIVECURVE852 53 54 55 56 57 58 59 6 0 MATCH LINE #2 THIS SHEET STRIPING LEGEND1.PROP. DIRECTIONAL ARROWS2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINEMARKING, 4" WIDTH3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24"WIDTH (10' CROSSWALK)4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH (2' DASHED, 4' SPACING)5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH6.STOP BAR7.THROUGH ARROWS FOR REFERENCE PURPOSESONLY. DO NOT STRIPE8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS(5.9'W X 8'H)10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTHSAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'8" P V C S S SAN.SEWEREASEMENTDB1789-230INSTALL R3-7(LEFT LANE MUSTTURN LEFT)179PRC96 0 61 62 MATCH LINE #2 THIS SHEET NAD 830SCALE 1"=30'60'30'1" = 30'C4.3LAYOUT PLAN MATCH LINE SEE SHEET C4.2 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 9/9/2019 2:12 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS POWER AND COMMUNICATIONS NOTES:1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BEINSTALLED PER THE INTENDED UTILITY COMPANIESSTANDARDS, DETAILS AND SPECIFICATION.2.DOMINION VAULTS AND CONDUITS TO BE INSTALLEDIN ACCORDANCE WITH DOMINION STANDARDS,DETAILS AND SPECIFICATION. CONTRACTOR TOCOORDINATE WITH DOMINION.3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS ANDCLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURYLINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVACOMMUNICATIONS. CONDUITS AND HAND HOLESSHALL BE PROVIDED IN ACCORDANCE WITH EACHCOMPANIES STANDARDS, DETAILS ANDSPECIFICATION. CONTRACTOR TO COORDINATE ASNECESSARY TO DETERMINE REQUIREMENTS.4.ALL CONDUITS TO HAVE PULL LINES SECURED ATBOTH ENDS FOR FUTURE WIRE PULLSHATCH LEGEND:HEAVY DUTY ASPHALT10' WIDE SHARED USE PATH1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES:1.PAVEMENT MARKINGS SHALL BE SPOTTED USINGCHALK AND FIELD-VERIFIED BY VDOT OR THEENGINEER PRIOR TO APPLYING THERMOPLASTIC.2.THE CONTRACTOR SHALL MILL, OVERLAY, ORBUILD-UP THE PAVEMENT AS NECESSARY TOACHIEVE THE REQUIRED CROSS SLOPES. MILLINGAND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4INCHES.3.CONTRACTOR SHALL DETERMINE SIGN SIZES PERMUTCD DESIGN STANDARDS FOR A DESIGN SPEEDOF 45 MPH. 56057058059060056057058059060016+50589.817+00585.9583.318+00581.1580.119+00577.8575.4 20+00573.9 572.8 21+00571.8 571.1 22+00570.3 570.3 23+00570.8 571.3 24+00571.7 572.6 25+00575.8 25+50576.7 589.80585.93583.31581.05580.12577.76575.35 573.92 572.78 571.82 571.07 570.26 570.34 570.78 571.31 571.69 572.61 575.80 576.71 500' VCK = 82.42A.D. = 6.07%PVI ELEV = 568.08PVI STA = 20+75LOW POINT STA = 22+35.47LOW POINT ELEV = 570.31BVCS = 18+25.00BVCE = 580.53 EVCS = 23+25.00 EVCE = 570.79 -4.98%1.09%PVI STA = 16+66.56PVI ELEV = 588.42 BEGIN CONSTRUCTIONSTA. 24+40.93PROFILE FROM STA. 16+66.56 - 24+40.93REPRESENTS EXISTING CONDITIONS OFINNOVATION DRIVE53554055056057058059053554055056057058059025+50576.726+00577.5578.027+00577.0576.828+00578.5579.6 29+00579.5 577.0 30+00572.8 568.7 31+00565.1 562.5 32+00560.4 556.3 33+00551.2 550.0 34+00547.8 34+50544.6 576.71577.48578.01577.00576.83578.53579.55 579.49 577.00 572.84 568.73 565.13 562.49 560.41 556.34 551.16 549.97 547.78 544.61 -4.69%500' VCK = 86.52A.D. = -5.78%PVI ELEV = 576.50PVI STA = 28+50HIGH PT STA = 26+93.98HIGH POINT ELEV = 574.29STOPPING SIGHT DISTANCE = 339BVCS = 26+00.00BVCE = 573.78 EVCS = 31+00.00 EVCE = 564.77 BVCS = 34+50.00 BVCE = 548.34 PROFILE SCALE00305JOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 10/4/2019 5:29 PM | by Zach Dahl 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS 10/4/2019 REVISED PER COUNTY COMMENTSN.A.C4.4ROAD PROFILES DATUM ELEV 490 500 510 520 530 540 550 490 500 510 520 530 540 550 34+50544.635+00542.8536.536+00535.0537.037+00534.4531.038+00529.7529.139+00528.0525.440+00524.1522.141+00519.3515.142+00515.0514.243+00513.543+50509.8544.61542.75536.49535.00536.98534.39531.04529.75529.08528.00525.41524.07522.09519.27515.11514.97514.22513.47509.78200' VC K = 101.89 A.D. = -1.96% PVI ELEV = 543.65 PVI STA = 35+50 HIGH PT STA = 34+50.00 HIGH POINT ELEV = 548.34 STOPPING SIGHT DISTANCE = 439 BVCS = 34+50.00BVCE = 548.34EVCS = 36+50.00EVCE = 536.99350' VC K = 87.51 A.D. = 4.00% PVI ELEV = 497.05 PVI STA = 42+50 LOW POINT STA = 44+25.00 LOW POINT ELEV = 492.41 BVCS = 40+75.00BVCE = 508.70-6.66 % VDOT STD. CD-1 CROSSDRAIN VDOT STD. CD-1 CROSSDRAIN DATUM ELEV 460 470 480 490 500 510 460 470 480 490 500 510 43+50509.844+00505.7499.645+00488.1476.646+00468.1464.747+00461.0471.948+00487.4496.849+00502.1499.350+00487.2475.551+00474.2479.752+00484.552+50491.5509.78505.65499.63488.06476.63468.08464.69461.00471.87487.37496.80502.11499.35487.19475.54474.25479.72484.46491.505.29% -2.66%EVCS = 44+25.00EVCE = 492.41650' VC K = 81.79 A.D. = 7.95% PVI ELEV = 481.12 PVI STA = 48+50 LOW POINT STA = 47+42.27 LOW POINT ELEV = 486.86 BVCS = 45+25.00BVCE = 489.75EVCS = 51+75.00EVCE = 498.31VDOT STD. CD-1 CROSSDRAIN VDOT STD. CD-1 CROSSDRAIN VDOT STD. CD-2 CROSSDRAIN VDOT STD. CD-1 CROSSDRAIN 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 10/4/2019 5:29 PM | by Zach Dahl8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTS10/4/2019REVISED PER COUNTY COMMENTSN.A. C4.5 ROAD PROFILESPROFILE SCALE 0 0 5 30 DATUM ELEV 485 485 490 500 510 520 530 485 490 500 510 520 530 DATUM ELEV 485 485 490 500 510 520 530 485 490 500 510 520 530 52+50491.553+00499.6507.954+00510.4508.855+00510.8513.656+00518.2519.157+00513.657+50513.3491.50499.59507.91510.40508.85510.78513.57518.17519.09513.61513.27400' VC K = 66.18 A.D. = -6.04% PVI ELEV = 515.51 PVI STA = 55+00 HIGH PT STA = 56+50.11 HIGH POINT ELEV = 514.19 STOPPING SIGHT DISTANCE = 297 BVCS = 53+00.00BVCE = 504.92EVCS = 57+00.00EVCE = 514.00-0.75%PVI STA = 57+22.92PVI ELEV = 513.83END CONSTRUCTION STA. 62+00.00 57+50513.358+00512.8513.059+00513.0513.260+00514.5515.761+00516.3517.162+00519.062+50513.27512.85512.98513.00513.21514.54515.72516.27517.10518.97VDOT STD. CD-1 CROSSDRAIN 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 10/4/2019 5:29 PM | by Zach Dahl8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTS10/4/2019REVISED PER COUNTY COMMENTSN.A. C4.6 ROAD PROFILESPROFILE SCALE 0 0 5 30 HORIZ SCALE: 1"=50'VERT SCALE: 1"=51 WATER LINE PROFILE4554604654704754804854904955005055105155205255305354554604654704754804854904955005055105155205255305359+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+502"EXISTING GRADEFINAL GRADE OF FULL ROADBUILD-OUT3.5' MIN.COVERCONNECT TO EXISTING 14"WATERLINE. VERIFYLOCATION AND ELEVATIONSTORMPIPE 281STORMPIPE 271STORMPIPE 261STORM PIPECULV2STORMPIPE 221STORM PIPECULV112" DUCTILE IRON PIPE15.41'12"X14" REDUCER1.5' MIN.1.5' MIN.12" GATE VALVE12" GATE VALVE12"X8" TEE1.5' MIN.CURRENT PROPOSED GRADE12" GATE VALVE12"X6" TEE TO FHA12" GATE VALVE12"X12"X6" TEE90° BENDCONTRACTOR TO MAINTAINASCENDING SLOPE FROMSTA. 12+00 TO CONNECTIONTO EXISTING AT 10+00 AVOIDA HIGH SPOT.AS SHOWNJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 9/9/2019 2:16 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC4.7WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BEINSULATED AT OPEN ENDED STORMCROSSINGS.2.THRUST BLOCK REQUIRED WHEREVER THEPIPE LINE CHANGES DIRECTION, CHANGESSIZE, DEAD ENDS AND AT VALVES, ETC.PROVIDE THRUST BLOCKS IN ACCORDANCEWITH ACSA STANDARDS ANDSPECIFICATION AND STANDARD DETAILS. HORIZ SCALE: 1"=50'VERT SCALE: 1"=512 DIP WATERLINE PROFILE46046547047548048549049550050551051552052553053554054555046046547047548048549049550050551051552052553053554054555020+5021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0032+5012" DUCTILE IRON PIPE"EXISTING GRADECURRENT PROPOSED GRADESTORMPIPE 225STORMPIPE 227STORMPIPE CULV3STORMPIPE 111STORMPIPE 121STORMPIPE 2231.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN. "45° VERTICALBENDS12"X6" TEE TO FHA12" GATE VALVE3.5' MIN.COVER3.5' MIN.COVERFINAL GRADE OF FULL ROADBUILD-OUT12" GATE VALVESANITARY SEWER PERSANITARY SEWEREXTENSION PROJECT.CONTRACTOR TO MAINTAINASCENDING SLOPE FROMSTA. 28+00 TO 29+50 TOAVOID A HIGH SPOT.AS SHOWNC4.8WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BEINSULATED AT OPEN ENDED STORMCROSSINGS.2.THRUST BLOCK REQUIRED WHEREVER THEPIPE LINE CHANGES DIRECTION, CHANGESSIZE, DEAD ENDS AND AT VALVES, ETC.PROVIDE THRUST BLOCKS IN ACCORDANCEWITH ACSA STANDARDS ANDSPECIFICATION AND STANDARD 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 9/9/2019 2:16 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS HORIZ SCALE: 1"=50'VERT SCALE: 1"=512 WATERLINE PROFILE540545550555560565570575580585540545550555560565570575580585CONNECT TO EXISTING 12"WATERLINE. VERIFYLOCATION AND ELEVATIONSTORMPIPE 131STORMPIPE 14132+5033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0043+5012" DUCTILE IRON PIPE1.5' MIN.1.5' MIN. " DIPEXISTING GRADECURRENT PROPOSED GRADE3.5' MIN.COVER(2) 45° HORIZONTALBENDS12"X6" TEE TO FHA12" GATE VALVEFINAL GRADE OF FULL ROADBUILD-OUT1.5' MIN. (2) 8" DOMINIONUNDERGROUNDPOWER LINES12" GATE VALVEACSA AIRRELEASEVALVE (ARV)AS SHOWNC4.9WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BEINSULATED AT OPEN ENDED STORMCROSSINGS.2.THRUST BLOCK REQUIRED WHEREVER THEPIPE LINE CHANGES DIRECTION, CHANGESSIZE, DEAD ENDS AND AT VALVES, ETC.PROVIDE THRUST BLOCKS IN ACCORDANCEWITH ACSA STANDARDS ANDSPECIFICATION AND STANDARD 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 9/9/2019 2:16 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS S SAN SAN SAN SAN SANSA N SA N EXISTING SANITARY SEWER APPROX INVERT OUT OF BUILDING = 565.41 565DENSE TREES DENSE TREES DI-3B L=10' TOP=573.56' 18" RCP IN=565.0' 18" RCP OUT=564.9' DI-3B L=10' TOP=570.25' 24" RCP IN=565.5' 24" RCP OUT=565.4' DI-3B L=10' TOP=569.98' 15" RCP IN=565.7' 18" RCP IN=565.7' 24" RCP OUT=565.6' DI-3B L=10' TOP=570.31' 18" RCP IN=566.6' 18" RCP OUT=566.5' DI-3B L=14' TOP=571.28' 28" RCP OUT=567.5' ELEC. TRANS. DI-1 TOP=569.70' 15" RCP IN=566.1' 15" RCP OUT=566.0' DI-1 TOP=569.22' 15" RCP OUT=567.1' DI-1 TOP=568.87' 15" RCP IN=566.7' 15" RCP OUT=566.7' A.C.S.AWATERLINE ESM'T. #35 7 5 I N N O V A T I O N D R . "HO L L Y M E A D F I R E RE S C U E S T A T I O N "AIRPORT ACRES ROAD IN N O V A T I O N D R I V E DECK DECK C O N C Sign 580580580 580574574574576 576578578 582 582582582584584 584 584 586 586588 588 5 6 0 58057 2 5 7 4 5 7 6 57 8 5705 7 2 5 7 4576580 576 578 582 584 58 6 588 APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD PER PLANS FROM VDH COMPLETED BY ENVIRO-KLEAN ON JANUARY 08, 2008 TMP 32A-1-B-9A LOT 9A, BLOCK B CLOVER'S AIRPORT ACRES DB 380-398, PLAT TMP 32A-1-B-9B LOT 9B, BLOCK B CLOVER'S AIRPORT ACRES DB 380-398, PLAT TMP 32A-1-B-10 LOT 10, BLOCK B CLOVER'S AIRPORT ACRES DB 350-193 PLAT TMP 32-20C N/F WILLIAM SCOTT MARSHALL, TRUSTEE DB 4464-203 CLOVER'S AIRPORT ACRES DB 350-193 PLAT TAX MAP 03200-00-00-006R0 UNIVERSITY OF VIRGINIA FOUNDATION DB 2712-325 DB 2179-222, 243 & 244 PLAT APPROXIMATE LOCATIONOF EXISTING 2" SUPPLY LINE EXISTING DOSE TANK EXISTING SEPTIC TANK EXISTING SEPTIC PUMP MANAGED STEEP SLOPES (TYP.) N2 2 ° 5 1 ' 4 9 . 0 0 " E212223 2425262728293037+00 38+0 0 39+ 0 0 40+ 0 0 41+ 0 0 42+ 0 0 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12''W 12''W 12''W UF O UF O UFO UFO UFO G G G G GUGP UGPR5' CONDUIT SWEEP PER DOMINION STANDARDS UF O UF O UF O UF O G G G G G G G UG P UG P UG P UG P UG P UG P UGP UGP UGP UGP APPROX. LOCATION OF STOCKPILE HAUL ROAD APPROXIMATE LOCATION OF STOCKPILE FOR CUT SOIL FROM LEWIS & CLARK DRIVE EXTENSION. APPROX. CAPACITY = 32,000 CY 58 0 576 57 8 570566568572 574 570 566 568 572 574 576 580 572 574 576 578 582 142 108 141 402 EX-1 ST'D UD-4 REQ'D TIE UD-4 TO INLET (TYP.) TIE TO EXISTING DITCH UD-4 SHALL BE SOLID (NON-PERFORATED) ACROSS PROPOSED ROAD. TIE TO INLET (TYP.) ST'D UD-3 REQ'D TIE UD-3 TO INLET (TYP.) TIE UD-3 TO INLET (TYP.) ST'D UD-4 REQ'D CONTRACTOR TO CONFIRM ELEVATION OF ALL CONNECTION POINTS BEFORE BEGINNING CONSTRUCTION AND COORDINATE ANY DISCREPANCIES WITH ENGINEER (TYP). C5.0 GRADING AND DRAINAGE PLANNAD 83 0 SCALE 1"=30' 60'30' 1" = 30'MATCH LINE SEE SHEET C5.1JOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 9/9/2019 2:19 PM | by Aaron Mabee8/26/2019 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS8/1/2019REVISED PER COMMENTS9/9/2019REVISED WATER MAIN PER ACSA COMMENTS SSSSSANSANSANSAN5005025045205 3 0 540 550560570 5 1 85225245 2 6 5 2 8532534536538 542 544 546 548 552 55 4 556558562564566568572 574576550560544546548552554556558562564566568 5 5 0560 5425445465485525545565585 4 0 5 5 0 5605 3 6 5 3 8 5 4 254 4 54 6 5 4 8 5 5 2 5 5 4 556558562564540550542544546548TMP 32-22NORTHSIDEDRIVE LLCDB 3532-599MANAGED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERWETLANDS(TYP.)WETLANDS(TYP.)WETLANDS (TYP.)STREAM (TYP.)N13° 53' 47.35"W31323334 35 36 37 38 39404127+0028+0029+0030+0031+0032+0033+0034+0035+0036+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGUFOUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG510 520 530 540 550 560 512 514 516 518 522 524 526 528 532 534 536 538 542 544 546 548 552554556558562564 530562564566550542544546548552554556530540530C3-1C3-2CULV3228212227132106104122112102100131121101111CLASS A1 RIPRAPPER VDOT STD. EC-1WIDTH 1 = 6.0'WIDTH 2 = 10'LENGTH = 10'DEPTH =24"CLASS 1 RIPRAP PERVDOT STD. EC-1WIDTH 1 = 7.5'WIDTH 2 = 10.0'LENGTH = 12'DEPTH =24"10'x15' OFCLASS 1 RIPRAP24" DEEP PERVDOT STD. EC-1VDOT ST'D.CD-1 WITHEW-12 FOR 2:1ST'D UD-4REQ'DST'D UD-4REQ'DTIE UD-4 TOINLET (TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)VDOT ST'D.UD-3 WITHEW-12ST'D UD-3REQ'DVDOT ST'D.UD-3 WITHEW-12 FOR 2:1TIE UD-3 TOINLET (TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DVDOT ST'D.CD-1 WITHEW-12 FOR 2:1NAD 830SCALE 1"=30'60'30'1" = 30'C5.1GRADING AND DRAINAGE PLAN MATCH LINE SEE SHEET C5.0 MATCH LINE SEE SHEET 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 9/9/2019 2:19 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSANSANSANDENSE TREESDENSE TREESDENSE TREESFOO T B R IDG E FOOTBRIDGEDENSE TREESDENSE TREES480 470490 472474476478482484486488492494496498 470480490500510520530462464466 468472474476478482484486488492494496498502504506 508512514516518522524526528532534536 46047048049050051045846246446646847247447647848248448648849249449649850250450650851251 4470480490500510 48049050048049047647848248448648849247048 0 4 6 2 46 4466 4684 7 2 4 7 4 476 47 8 48 2 4844 8 6488PRESERVEDSTEEPSLOPES (TYP.)PRESERVED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPRESERVED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERSTREAM(TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)N15° 15' 59.76"W424344454647 48 49 50 518''W16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP490 490500510 48 8 488492492494 494496498502504506508510520 500 496498500510520 470480490470480490500482482480480482490494492488486484C2-1C1-1C2-2C1-2CULV2CULV1D226210224262208254232222242206204252202200205251253225223231241221261203201CLASS 2 RIPRAP PERVDOT STD. EC-1WIDTH 1 = 6.0'WIDTH 2 = 15'LENGTH = 15'DEPTH =36"CLASS 2 RIPRAP PERVDOT STD. EC-1MIN. WIDTH 1 = 4.0'MIN. WIDTH 2 = 26'MIN. LENGTH = 22'DEPTH = 36"CLASS 2 RIPRAP PERVDOT STD. EC-1MIN. WIDTH 1 = 7.0'MIN. WIDTH 2 = 21'MIN. LENGTH = 20'DEPTH = 36"CLASS 2 RIPRAP PERVDOT STD. EC-1WIDTH = 30'LENGTH = 35'DEPTH = 36"VDOT ST'D.CD-2 TIE TOINLETSTRUCTUREVDOT ST'D.CD-2VDOT ST'D.CD-1 WITHEW-12 FOR 2:1VDOT ST'D.CD-1 TIE TOINLETSTRUCTURECLASS II RIPRAP PERVDOT STD. EC-1WIDTH 1 = 6'WIDTH 2 = 34'LENGTH = 25'DEPTH = 36"ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DVDOT ST'D.BCD-30VDOT ST'D.BCS-20TIE UD-4 TOINLET (TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-3REQ'DST'D UD-3REQ'DVDOT ST'D.UD-3 WITHEW-12 FOR 2:12-VDOT ST'D.UD-3 WITHEW-12 FOR 2:1VDOT ST'D.UD-3 WITHEW-12 FOR 2:1TIE UD-3 TOINLET (TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DVDOT ST'D.CD-1 WITHEW-12 FOR 2:1COORDINATE INSTALLATION OF SEWERWITH UVA RESEARCH PARK SEWEREXTENSION PROJECTNAD 830SCALE 1"=30'60'30'1" = 30'C5.2GRADING AND DRAINAGE PLAN MATCH LINE SEE SHEET C5.1 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 9/9/2019 2:20 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C5.3 CONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSAN. MHTOP=515.478" PVCIN=496.0'8" PVCOUT=496.0'SAN. MHTOP=514.97'8" PVCIN=495.7' (SW)8" PVCIN=495.7'8" PVCOUT=495.7'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'SAN. MHTOP=497.48'8" PVCIN=482.3' (SW)8" PVCIN=482.3' (W)8" PVCOUT=481.6'8" P V C S SSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.60' ACCESSEASEMENTDB 1514-660SAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)CENTER FOR490500510520530488492494496498502504506508512514516518522524526528490500488492494496498502 490500 510488492494496498 502 504506 508 512514494496500510520530TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATA.C.S.A WATERLINEEASEMENTDB 1572-653MANAGED STEEP SLOPES (TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)52 53 54 55 56 57 58 59 6 0 10+0011+0012+0013+0014+0015+0012''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGP496498480490500510520512514516518522524526528530526524520518506500510502504506508512520 524522532284282258274272256273271283281 311312310TIE 2-EX. 15" RCP TOSTORM STRUCTURE 310VDOT ST'D. CD-1TIE TO INLETSTRUCTUREST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DTIE UD-4 TOINLET (TYP.)ST'D UD-3REQ'DTIE UD-3 TOINLET (TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DCONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).NAD 830SCALE 1"=30'60'30'1" = 30'C5.3GRADING AND DRAINAGE PLANJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 9/9/2019 2:20 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTS MATCH LINE SEE SHEET C5.2 565DENSE TREESDENSE TREESDECKDECK5004 9 2 4 9 4 4 9 6 4 9 85025045205 3 0 540 550560570 580580 580580 5 1 85225245 2 6 5 2 8532534536538 542 544 546 548 552 55 4 5 5 6 5 5 8 5 6 25645 6 6568572574 576 5 7 6 578578582582582582584584584584586586588588580572574576578550560570544546548 55 25545565585 6 2 564 566568 572574576 5 5 0560 5425445465485525545565585625645665685 4 0 5 5 0 5605705 3 6 5 3 8 5 4 2 54 4 54 6 5 4 8 5 5 2 5 5 4556 558562564566568572530540550532534536538542544546548560570580556558562564566568572574576578582584586588APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008TMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSEEXISTING SEPTIC TANKEXISTING SEPTIC PUMP580576578510 520 530 540 550 56 0 570 504 506 508 512 514 516 518 522 524 526 528 532 534 536 538 542 544 546 548 552 554 556 558 56 2 56 4 56 6 568 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100402WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)5' SURVEYCONTOURS4' GIS CONTOURS0.850.453000.910.501080.320.351420.470.351320.900.481061.260.461040.520.611020.290.351120.280.792281.060.352120.350.812261.430.352100.460.762240.270.35122565DENSE TREESDENSE TREESDECKDECK5004 9 2 4 9 4 4 9 6 4 9 85025045205 3 0 540 550560570 580580 580580 5 1 85225245 2 6 5 2 8532534536538 542 544 546 548 552 55 4 5 5 6 5 5 8 5 6 25645 6 6568572574 576 5 7 6 578578582582582582584584584584586586588588580572574576578550560570544546548 55 25545565585 6 2 564 566568 572574576 5 5 0560 5425445465485525545565585625645665685 4 0 5 5 0 5605705 3 6 5 3 8 5 4 2 54 4 54 6 5 4 8 5 5 2 5 5 4556 558562564566568572530540550532534536538542544546548560570580556558562564566568572574576578582584586588APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008TMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSEEXISTING SEPTIC TANKEXISTING SEPTIC PUMP580576578510 520 530 540 550 56 0 570 504 506 508 512 514 516 518 522 524 526 528 532 534 536 538 542 544 546 548 552 554 556 558 56 2 56 4 56 6 568 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100402WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)5' SURVEYCONTOURS4' GIS CONTOURS0.850.453000.910.501080.320.351420.470.351320.900.481061.260.461040.520.611020.290.351120.280.792281.060.352120.350.812261.430.352100.460.762240.270.35122565DENSE TREESDENSE TREESDECKDECK5004 9 2 4 9 4 4 9 6 4 9 85025045205 3 0 540 550560570 580580 580580 5 1 85225245 2 6 5 2 8532534536538 542 544 546 548 552 55 4 5 5 6 5 5 8 5 6 25645 6 6568572574 576 5 7 6 578578582582582582584584584584586586588588580572574576578550560570544546548 55 25545565585 6 2 564 566568 572574576 5 5 0560 5425445465485525545565585625645665685 4 0 5 5 0 5605705 3 6 5 3 8 5 4 2 54 4 54 6 5 4 8 5 5 2 5 5 4556 558562564566568572530540550532534536538542544546548560570580556558562564566568572574576578582584586588APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008TMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSEEXISTING SEPTIC TANKEXISTING SEPTIC PUMP580576578510 520 530 540 550 56 0 570 504 506 508 512 514 516 518 522 524 526 528 532 534 536 538 542 544 546 548 552 554 556 558 56 2 56 4 56 6 568 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100402WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)5' SURVEYCONTOURS4' GIS CONTOURS0.850.453000.910.501080.320.351420.470.351320.900.481061.260.461040.520.611020.290.351120.280.792281.060.352120.350.812261.430.352100.460.762240.270.35122NAD 83SCALE 1"=50'100'50'0LEGENDAREACSTRDRAINAGE AREA DELINEATIONJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C7.0 INLET DRAINAGE AREA MAP.dwg | Plotted on 9/9/2019 2:22 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC6.0INLET DRAINAGE AREAS A. MABEEJ. SHOWALTERC. KOTARSKI1"=50'MATCH LINE SEE SHEET C6.1 DENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I DG E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYDENSE TREESDENSE TREESDENSE TREESSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.60' ACCESSEASEMENTDB 1514-660QUAIL RUN(RTE. 1666)CENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION480 470490 472474476478482484486488492494496498470480490500510520530462464466 468472474476478482484486488492494496498502504506508512514516518522524526528532534536538 46047048049050051045846246446646847247447647848248448648849249449649850250450650851251 4470480490500510 48049050048049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647048 0 4 9 0 5004 6 2 46 4466 46847 2 4 7 4 476 47 8 482 48448 6488 4 9 2 494496498502500510520530494496498502504506508512514516518522524526528532534536538490500 510488492494496 498 502 504506 508 5125144604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724744 7 6 4 7 8 48 2 48 4 48 6 48 8 4 9 2 494496500510520530#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATDB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATA.C.S.A WATERLINEEASEMENTDB 1572-653N15° 15' 59.76"W424344454647 48 49 50 51 52 53 54 55 56 57 490 490500488 488492492494 494496496 498498502504506508510520 500 496498500510520 470480490470480490500480490500510520512514516518522524526528530526524520518506500510502504506508512520 524482482480480482490494492488486484522532C2-1C1-1C2-2C1-2D284282258274272256226210224262208254232222242206204252202200312310STREAM(TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)5' SURVEYCONTOURS4' GIS CONTOURS1260.460.762240.620.352080.390.802320.330.352060.070.902220.060.352040.680.682420.320.352520.430.642540.580.452620.720.402740.360.502840.280.742580.220.682560.090.902724.250.67310NAD 83SCALE 1"=50'100'50'0LEGENDAREACSTRDRAINAGE AREA DELINEATIONJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C7.0 INLET DRAINAGE AREA MAP.dwg | Plotted on 9/9/2019 2:22 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC6.1INLET DRAINAGE AREAS A. MABEEJ. SHOWALTERC. KOTARSKI1"=50'MATCH LINE SEE SHEET C6.0 DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESFOO T B R I D G E FOOTBRIDGEDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.SAN. MHTOP=515.478" PVC IN=496.0'8" PVC OUT=496.0'SAN. MHTOP=514.97'8" PVC IN=495.7' (SW)8" PVC IN=495.7'8" PVC OUT=495.7'DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'60' ACCESSEASEMENTDB 1514-660QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4 8 0 4704 9 0500 47247447647848 2 4 8 4 4 8 6 4 8 8 4 9 2 4 9 4 4 9 6 4 9 85025045205 3 0 540 550560570 580580580580 5 1 85225245 2 6 5 2 8532534536538 542544 546 548 552 55 4 5 5 6 5 5 8 5 6 25645 6 6568572574 574574574576576578578582582582582584584584584586586588588560580572574576578 550560570 544546548 55 2554556558562564566568572 574576 5 5 0560 5705425445465485525545565585625645665685 4 0 5 5 0 5605705 3 6 5 3 8 5 4 2 54 4 54 6 5 4 8 5 5 2 5 5 4556558 562564566568572574576578470480490500510520530540550462464466468472474476478482 484486488492494496498502504506508 512514516518522524526528532534536538542544546548 46047048049050051045846246446646847247447647848248448648849249449649850250450650851251 4470480490500510480490500570580590600568572574576578582584586588592594596598602 48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647 0 480 4 9 0 50046 2464466 46847 2 47 4 476 47 8 482 48448648 8 4 9 2 494496498 5024905005105205304 8 2484486488492494496498502504506508512514516518 522524526528532534536538490500 510488492494496 498 502 504506 508 512514560570580590558562564566568 572574576578 582584586588 592594596598 490500510520530 540550560570580 492494496498502504506508512514516518522524526528532534536538542544 546548552554556558562564566568572574576578582584586588 540550560570580 536538542544546548552554556558562564566568572574576578582584586588 4604 7 0 4 8 0 4 9 04544564584624 6 4 4 6 6 4 6 8 47 2 4 7 4 47 6 47 8 48248 4 48 6 48 8 4 9 2 494 496570580590572574576578582584586588592 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPAPPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYDEX-1ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DTIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE TOEXISTINGDITCHUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DTIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)ST'D UD-4REQ'DUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DCONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)5' SURVEY CONTOURS4' GIS CONTOURS2' S U R V E Y C O N T O U R S 4' G I S C O N T O U R S2410.61CULVERT 112.510.27CULVERT 385.00.60CULVERT 2DITCHSECTION A-ADITCH SECTION B-BEASTERN DITCHCRITICAL SECTIONMAX. VELOCITYWHEN SLOPE IS 6%OR GREATERDITCH SECTION C-CEASTERN DITCHCRITICAL SECTION FORVELOCITY WHEN SLOPEIS LESS THAN 6%D D EE1+69. 0 8 0+00 1+00CULVERT #1CULVERT #2CULVERT #3DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESFOOT BRIDGE FOOTBRIDGE DIDIDIDICANOPY CANOPYSHEDCANOPY565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLAT#36551 STY. W/BASEMENTRESIDENCE#36401 STY. W/ CELLARRESIDENCE METAL GARAGE1 STY.BLDG.DI-7TOP=596.90'15" RCP OUT=590.4'DI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.SAN. MHTOP=515.478" PVCIN=496.0 '8" PVCOUT=496.0 'SAN. MHTOP=514.97'8" PVCIN=495.7 ' (SW)8" PVCIN=495.7 '8" PVCOUT=495.7 'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5 '8" PVCOUT=504.5 'SAN. MHTOP=497.48'8" PVCIN=482.3' (SW)8" PVCIN=482.3' (W)8" PVCOUT=481.6'8" PVC S SDI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'60' ACCESSEASEMEN TDB 1514-660SAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230AIRPORT ROAD(RTE. 649)LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECK SignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION480 470490500 472474476478482484486488492494496498502504520530540550560570580580580580518522524526528532534536538542544546548552554556558562564566568572574574574574576576578578582582582582584584584584586586588588560580572574576578550560570544546548552554556558562564566568572574576550560570542544546548552554556558562564566568540550560570536538542544546548552554556558562564566568572574576578470480490500510520530540550462464466468472474476478482484486488492494496498502504506508512514516518522524526528532534536538542544546548460470480490500510458462464466468472474476478482484486488492494496498502504506508512514470480490500510480490500570580590600568572574576578582584586588592594596598602480490500510520530476478482484486488492494496498502504506508512514516518522524526528532534536470480490500462464466468472474476478482484486488492494496498502490500510520530482484486488492494496498502504506508512514516518522524526528532534536538490500510488492494496498502504506508512514560570580590600558562564566568572574576578582584586588592594596598602490500510520530540550560570580492494496498502504506508512514516518522524526528532534536538542544546548552554556558562564566568572574576578582584586588540550560570580536538542544546548552554556558562564566568572574576578582584586588460470480490454456458462464466468472474476478482484486488492494496570580590572574576578582584586588592592594594596596570570580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATAIRPORT ROADSTATE ROUTE 649DB 2635-454HIGHWAY PLAT BOOK XIV, P. 187STATE HIGHWAY PROJECT0649-002-158, C-501TMP 32-20FN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203DB 2550-122DB 3503-185 PLATTMP 32A-1-B-5LOT 5, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-6LOT 6, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-7LOT 7, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-8LOT 8A, BLOCK BCLOVER'S AIRPORT ACRESDB 379-421, PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCK BCLOVER'S AIRPORT ACRESDB 379-421, PLATTMP 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, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 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 32-18AUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPAPPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYDEX-1ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DTIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE TOEXISTINGDITCHUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DTIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)ST'D UD-4REQ'DUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DCONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONF IRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCT IONAND COORDINATE ANYDISCREPANCIES W ITHENGINEER (TYP).STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)5' SURVEYCONTOURS4' GIS CONTOURS2' SURVEY CONTOURS4' GIS CONTOURS2410.61CULVERT 112.510.27CULVERT 385.00.60CULVERT 2DITCHSECTION A-ADITCH SECTION B-BEASTERN DITCHCRITICAL SECTIONMAX. VELOCITYWHEN SLOPE IS 6%OR GREATERDITCH SECTION C-CEASTERN DITCHCRITICAL SECTION FORVELOCITY WHEN SLOPEIS LESS THAN 6%DD EE1+69.080+001+00CULVERT #1CULVERT #2CULVERT #3NAD 830300'SCALE 1"=150'150'LEGENDAREACSTRDRAINAGE AREA DELINEATION2.0'GRASS LINEDCHANNEL WITHVESCHTREATMENT-2SLOPE = 6.0%Tc = 5 min.Q2 = 2.52 cfsQ10 = 3.27 cfs2-YR VELOCITY = 4.10 FPS10-YR DEPTH = 0.70'DITCH SECTION B-B(No Scale)2: 12:1OVERALL DRAINAGE AREA MAPSCALE: 1" = 500'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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C6.0 DRAINAGE AREA MAP.dwg | Plotted on 9/9/2019 2:24 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSAS SHOWNC7.0CULVERT DRAINAGE AREAS AND DITCH CALCULATIONS 2.0'GRASS LINEDCHANNEL WITHVESCHTREATMENT-1SLOPE = LESS THAN 6.0%Tc = 5 min.Q2 = 2.52 cfsQ10 = 3.27 cfs2-YR VELOCITY = 3.90 FPS10-YR DEPTH = 0.70'DITCH SECTION C-C(No Scale)2: 12:1SEE ESC PHASE II FOR DITCHSTABILIZATION BLANKET AREAS5.0'SLOPE = 3.3%Tc = 45.6 min.AREA = 241C = 0.61Q2 = 266+18 = 284 cfsQ10 = 363+25 = 388 cfs2-YR VELOCITY = 8.15 FPS10-YR DEPTH = 2.9'CHANNEL SECTION D-D(No Scale)4:11:310.0'1.0'SLOPE = 8.0%Tc = 31 min.AREA = 85C = 0.60Q2 = 114 cfsQ10 = 154 cfs2-YR VELOCITY = 8.94 FPS10-YR DEPTH = 1.80'CHANNEL SECTION E-E(No Scale)1: 11:110.5'2.0'SLOPE = 6%Tc = 13.7 min.Q2 = 12.10 cfsQ10 = 15.94 cfs2-YR VELOCITY = 5.89 FPS10-YR DEPTH = 1.13'DITCH SECTION A-A(No Scale)2: 12:1GRASS LINEDCHANNEL WITHVESCHTREATMENT-22' 12+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 108-100515520525530535540545550555560565570575580515520525530535540545550555560565570575580570.2568.6566.7564.3561.9559.4557.1 554.7 552.2 549.8 547.2 544.6 541.7 538.6 535.3 533.29+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 142-108555560565570575580555560565570575580568.7 570.29+5010+0011+0011+50104: DI-3B 8 ft ThroatSTA 15+08.58TOP 546.80INV IN 537.77 (105)INV IN 537.81 (121)INV OUT 537.67 (103)106: DI-3B 8 ft ThroatSTA 12+41.91TOP 559.77INV IN 551.23 (131)INV IN 551.23 (107)INV OUT 551.13 (105)108: DI-3B 8 ft ThroatSTA 10+00.00TOP 570.21INV IN 561.63 (141)INV OUT 561.53 (107)100: ES-1 for 24 inch PipeSTA 17+62.13TOP 527.12INV IN 524.87 (101)10132.50' OF24" RCP@ 0.50%102: DI-3B 8 ft ThroatSTA 17+29.63TOP 533.37INV IN 525.13 (111)INV IN 526.61 (103)INV OUT 525.03 (101)108: DI-3B 8 ft Throat STA 10+72.88 TOP 570.21 INV IN 561.63 (141) INV OUT 561.53 (107)14172.88' OF15" RCP@ 1.00%142: DI-5 STA 10+00.00 TOP 568.70 INV OUT 562.36 (141)EX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADE1.5' MIN12"WATERMAIN103221.11' OF15" RCP@ 5.00%105267.19' OF15" RCP@ 5.00%107242.35' OF15" RCP@ 4.25%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 402- EXISTING555560565570575580555560565570575580572.6 572.09+5010+0011+0011+50EX. GROUNDFUTUREGRADE401102.24' OF15" RCP@ 1.00%402: DI-3B 8 ft Throat STA 10+00.00 TOP 572.58 INV OUT 568.62 (401) EX-1 STA 11+02.24 TOP 571.28 INV OUT 567.50 (28" EXISTING) INV IN 567.60 (401)EXISTING 14' DI-3BSTORM STRUCTURETO REMAINSTEP DOWNSTRUCTURE WITH 12"STEEL PLATEJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 9/9/2019 2:26 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC8.0STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A12" STEEL PLATE SHALL BE ADDED TO THE BOTTOMOF THE MANHOLE TO PREVENT DETERIORATION OFTHE BOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT95% COMPACTION & EMBANKMENT MATERIAL SHALLCONSIST PREDOMINANTLY OF SOIL AND BE PLACEDIN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8"IN THICKNESS BEFORE COMPACTION INACCORDANCE WITH VDOT 2007 ROAD AND BRIDGESPECIFICATION 303.04. AFTER 3' VERTICALPLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATERECENTLY LAID FILL AND INSTALL COMPACTED VDOTSTD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21AAREA CENTERED ON THE INLET(S). CONTRACTORSHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C.21A STONE BASE IN INSTALLED BETWEEN THEEXISTING GROUND AND THE PROPOSED INLET(S)BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROADACCEPTANCE. HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 112-102515520525530535540515520525530535540HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 122-104525530535540545550525530535540545550HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 132-106540545550555560565540545550555560565558.3559.89+5010+0011+0011+50545.4546.89+5010+0011+0011+50531.9 533.49+5010+0011+0011+50106: DI-3B 8 ft ThroatSTA 10+72.87TOP 559.77INV IN 551.23 (131)INV IN 551.23 (107)INV OUT 551.13 (105)13172.87' OF15" RCP@ 1.00%132: DI-5STA 10+00.00TOP 558.26INV OUT 551.96 (131)12172.89' OF15" RCP@ 1.75%104: DI-3B 8 ft ThroatSTA 10+72.89 TOP 546.80 INV IN 537.77 (105) INV IN 537.81 (121) INV OUT 537.67 (103)12172.89' OF15" RCP@ 1.75%122: DI-5STA 10+00.00TOP 545.36INV OUT 539.09 (121)11172.87' OF15" RCP@ 0.75%112: DI-5 STA 10+00.00 TOP 531.86 INV OUT 525.68 (111) 102: DI-3B 8 ft Throat STA 10+72.87 TOP 533.37 INV IN 525.13 (111) INV IN 526.61 (103) INV OUT 525.03 (101)EX. GROUNDEX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADEFUTUREGRADE12"WATERMAIN12"WATERMAIN12"WATERMAIN1.5' MIN.1.5' MIN.1.5' MIN.HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 312-310500505510515520500505510515520517.0 516.4 514.59+5010+0011+0012+0012+50310: JB 60X60 INCH STA 11+49.43 TOP 512.61 INV IN 508.90 (311) INV OUT 508.80 (2-EX 15" RCP)311149.43' OF18" CLASS IV RCP@ 3.27%EX. GROUNDFUTUREGRADE6" WATERLINE1.5' MIN312: DI-7 TYP I GRATE STA 10+00.00 TOP 517.00 INV OUT 513.79 (311)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 262-254470475480485490495470475480485490495HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 274-256485490495500505510485490495500505510HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 284-258490495500505510515490495500505510515512.9511.69+5010+0011+0011+50507.2506.09+5010+0011+0011+50491.9 491.59+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 242-222465470475480485490465470475480485490486.69+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 232-222465470475480485490465470475480485490258: DI-5STA 10+77.71TOP 509.45INV IN 503.53 (281)INV OUT 503.43 (257)28146.69' OF15" RCP@ 1.00%282: DI-3B 12 ft ThroatSTA 10+31.02TOP 512.50INV IN 504.57 (283)INV OUT 504.00 (281)284: DI-3B 12 ft ThroatSTA 10+00.00TOP 512.92INV OUT 504.88 (283)28331.02' OF15" RCP@ 1.00%256: DI-5STA 10+74.58TOP 503.92INV IN 498.11 (257)INV IN 498.01 (271)INV OUT 497.91 (255)27143.54' OF15" RCP@ 1.00%272: DI-3B 12 ft ThroatSTA 10+31.04TOP 506.82INV IN 498.89 (273)INV OUT 498.45 (271)27331.04' OF15" RCP@ 1.01%274: DI-3B 12 ft ThroatSTA 10+00.00TOP 507.18INV OUT 499.20 (273) 254: DI-5 STA 10+72.87 TOP 489.45 INV IN 483.26 (261) INV IN 483.26 (255) INV OUT 483.01 (253)26172.87' OF15" RCP@ 1.00%262: DI-3B 12 ft Throat STA 10+00.00 TOP 491.87 INV OUT 483.99 (261)222: DI-3C 12 ft ThroatSTA 10+25.00TOP 486.57INV IN 481.83 (231)INV IN 479.24 (241)INV OUT 479.12 (221)24125.00' OF15" RCP@ 4.49%242: DI-3B 12 ft Throat STA 10+00.00 TOP 486.63 INV OUT 480.36 (241) 486.69+5010+0011+0011+50222: DI-3C 12 ft Throat STA 10+25.43 TOP 486.57 INV IN 481.83 (231) INV IN 479.24 (241) INV OUT 479.12 (221)23125.43' OF15" RCP@ 1.75%232: DI-3B 12 ft Throat STA 10+00.00 TOP 486.59 INV OUT 482.27 (231)EX. GROUNDEX. GROUNDEX. GROUNDEX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADEFUTUREGRADEFUTUREGRADEFUTUREGRADE12"WATERMAIN12"WATERMAIN12"WATERMAIN1.5' MIN.1.5' MIN.1.5' MIN.STEP DOWNMANHOLE WITH 12"STEEL PLATESTEP DOWNSTRUCTURE WITH 12"STEEL PLATEJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 9/9/2019 2:26 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC8.1STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A 12"STEEL PLATE SHALL BE ADDED TO THE BOTTOM OF THEMANHOLE TO PREVENT DETERIORATION OF THEBOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED A OPENENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95%COMPACTION & EMBANKMENT MATERIAL SHALL CONSISTPREDOMINANTLY OF SOIL AND BE PLACED INSUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" INTHICKNESS BEFORE COMPACTION IN ACCORDANCEWITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION303.04. AFTER 3' VERTICAL PLACEMENT OF FILL,CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILLAND INSTALL COMPACTED VDOT STD. 21A STONE IN AN8'x8' O.C. COMPACTED 21A AREA CENTERED ON THEINLET(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDINLET(S) BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 212-200445450455460465470475480485490495500505510515520525530445450455460465470475480485490495500505510515520525530516.8515.0512.1508.9505.8502.1498.6497.6495.7493.8 491.7 489.2 488.8 488.3 487.4 485.9 485.1 474.89+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+50200: ES-1 for 24 inch PipeSTA 18+67.93TOP 464.75INV IN 462.50 (201)20113.38' OF24" RCP@ 1.05%202: MH-2STA 18+54.55TOP 472.51INV IN 467.43 (203)INV OUT 462.64 (201)20339.33' OF24" RCP@ 15.00%204: DI-5STA 18+15.22TOP 485.06INV IN 476.17 (205)INV IN 476.72 (251)INV IN 476.02 (221)INV OUT 473.33 (203)20524.52' OF18" RCP@ 3.25%206: DI-5STA 17+90.70TOP 485.07INV IN 477.07 (207)INV OUT 476.97 (205)208: DI-5STA 15+48.15TOP 489.30INV IN 482.53 (223)INV IN 482.63 (209)INV OUT 482.43 (207)210: DI-5STA 12+82.81TOP 499.47INV IN 492.96 (225)INV IN 492.66 (211)INV OUT 492.56 (209)212: DI-5STA 10+00.00TOP 516.82INV IN 510.43 (227)INV OUT 510.33 (211)EX. GROUNDFUTUREGRADE211283.63' OF15" RCP@ 6.23%209266.11' OF15" RCP@ 3.73%207243.13' OF15" RCP@ 2.20%STEP DOWNSTRUCTURE WITH 12"STEEL PLATECULVERT 1STEP DOWNSTRUCTURE WITH 12"STEEL PLATEAND VDOT STD. SL-1SEWER LINE TO BECONSTRUCTED PERSEWER EXTENSIONPLANSHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 226-210485490495500505510515520485490495500505510515520501.0 501.59+5010+0011+0011+50210: DI-5 STA 10+72.93 TOP 499.47 INV IN 492.96 (225) INV IN 492.66 (211) INV OUT 492.56 (209)22572.93' OF15" RCP@ 1.50%226: DI-3B 12 ft Throat STA 10+00.00 TOP 500.98 INV OUT 494.06 (225)EX. GROUNDFUTUREGRADE12"WATERMAINSTEP DOWNSTRUCTURE WITH 12"STEEL PLATE1.5' MIN.HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 224-208475480485490495500475480485490495500490.8 491.39+5010+0011+0011+50208: DI-5 STA 10+72.88 TOP 489.30 INV IN 482.53 (223) INV IN 482.63 (209) INV OUT 482.43 (207)22372.88' OF15" RCP@ 1.75%224: DI-3B 12 ft Throat STA 10+00.00 TOP 490.76 INV OUT 483.81 (223)EX. GROUNDFUTUREGRADE12"WATERMAINSEWER LINE TO BECONSTRUCTED PERSEWER EXTENSIONPLANS1.5' 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 9/9/2019 2:26 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC8.2STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A 12"STEEL PLATE SHALL BE ADDED TO THE BOTTOM OF THEMANHOLE TO PREVENT DETERIORATION OF THEBOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED A OPENENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95%COMPACTION & EMBANKMENT MATERIAL SHALLCONSIST PREDOMINANTLY OF SOIL AND BE PLACED INSUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" INTHICKNESS BEFORE COMPACTION IN ACCORDANCEWITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION303.04. AFTER 3' VERTICAL PLACEMENT OF FILL,CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILLAND INSTALL COMPACTED VDOT STD. 21A STONE IN AN8'x8' O.C. COMPACTED 21A AREA CENTERED ON THEINLET(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDINLET(S) BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 258-204460465470475480485490495500505510460465470475480485490495500505510509.4508.1506.0503.2502.4500.2497.5494.4491.0 488.9 487.9 486.8 485.9 485.3 485.19+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50204: DI-5STA 17+09.35TOP 485.06INV IN 476.17 (205)INV IN 476.72 (251)INV IN 476.02 (221)INV OUT 473.33 (203)25125.00' OF18" RCP@ 3.00%252: DI-5STA 16+84.35TOP 485.12INV IN 477.57 (253)INV OUT 477.47 (251)253250.00' OF18" RCP@ 2.18%254: DI-5 STA 14+34.35 TOP 489.45 INV IN 483.26 (261) INV IN 483.26 (255) INV OUT 483.01 (253) 256: DI-5STA 11+42.09TOP 503.92INV IN 498.11 (257)INV IN 498.01 (271)INV OUT 497.91 (255)258: DI-5STA 10+00.00TOP 509.45INV IN 503.53 (281)INV OUT 503.43 (257)EX. GROUNDFUTUREGRADE257142.22' OF15" RCP@ 3.74%255293.23' OF15" RCP@ 5.00%253250.00' OF18" RCP@ 2.18%CULVERT 2STEP DOWNSTRUCTURE WITH 12"STEEL PLATEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 228-212500505510515520525530535500505510515520525530535HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 222-204465470475480485490465470475480485490518.5 518.99+5010+0011+0011+50212: DI-5 STA 10+73.14 TOP 516.82 INV IN 510.43 (227) INV OUT 510.33 (211)22773.14' OF15" RCP@ 1.00%228: DI-3B 12 ft Throat STA 10+00.00 TOP 518.45 INV OUT 511.16 (227) 486.6 487.19+5010+0011+0011+5022172.87' OF15" RCP@ 4.26%204: DI-5 STA 10+72.87 TOP 485.06 INV IN 476.17 (205) INV IN 476.72 (251) INV IN 476.02 (221) INV OUT 473.33 (203) 222: DI-3C 12 ft Throat STA 10+00.00 TOP 486.57 INV IN 481.83 (231) INV IN 479.24 (241) INV OUT 479.12 (221)EX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADE12"WATERMAIN12"WATERMAINSTEP DOWNSTRUCTURE WITH 12"STEEL PLATESTEP DOWNMANHOLE WITH 12"STEEL PLATE1.5' 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 9/9/2019 2:26 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC8.3STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A12" STEEL PLATE SHALL BE ADDED TO THE BOTTOMOF THE MANHOLE TO PREVENT DETERIORATION OFTHE BOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT95% COMPACTION & EMBANKMENT MATERIAL SHALLCONSIST PREDOMINANTLY OF SOIL AND BE PLACEDIN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8"IN THICKNESS BEFORE COMPACTION INACCORDANCE WITH VDOT 2007 ROAD AND BRIDGESPECIFICATION 303.04. AFTER 3' VERTICALPLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATERECENTLY LAID FILL AND INSTALL COMPACTED VDOTSTD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21AAREA CENTERED ON THE INLET(S). CONTRACTORSHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C.21A STONE BASE IN INSTALLED BETWEEN THEEXISTING GROUND AND THE PROPOSED INLET(S)BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROADACCEPTANCE. HORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 3 PROFILE515520525530535515520525530535528.7 530.4 527.79+5010+0011+0012+00CULV3134.54' OF30" RCP@ 3.18%C3-2: ES-1 for 30 inch Pipe STA 11+34.54 TOP 524.29 INV IN 521.50 (CULV3) C3-1: ES-1 for 30 inch Pipe STA 10+00.00 TOP 528.57 INV OUT 525.78 (CULV3)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 2 PROFILE465470475480485490495465470475480485490495491.1 491.3 487.39+5010+0011+0012+00CULV2163.58' OF72WX48H INCH BOX CULVERT*PER VDOT STD. BCS-20@ 1.53%C2-1: 2 WING WALLS PER VDOT STD. BCW-21* STA 10+10.29 TOP 480.50 INV OUT 475.00 (CULV2) C2-2: 2 WING WALLS PER VDOT STD. BCW-21* (SKEW OF 15°) STA 11+73.87 TOP 478.00 INV IN 472.50 (CULV2)PROP. GRADEEX. GRADEPROP. GRADEEX. GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 1 PROFILE450455460465470475480485490450455460465470475480485490465.8486.0487.3487.5 482.0 462.99+5010+0011+0012+0013+00CULV1251.22' OF60WX60H INCH DOUBLE BOXCULVERT* PER VDOT STD. BCD-30@ 0.80%C1-2: 2 WING WALLS PER VDOT STD. PER BCW-22* (SKEW OF 44°) STA 12+51.36 TOP 467.92 INV IN 459.00 (CULV1) C1-1: 2 WING WALLS PERVDOT STD. BCW-21*STA 10+00.14TOP 469.92INV OUT 461.00 (CULV1)PROP. GRADEEX. GRADE12" WATERMAIN12" WATERMAIN12" WATERMAIN1.5' MIN.*CULVERT NOTES:1.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SIGNED BY A STRUCTURAL PE TO BE APPROVED BYTHE ENGINEER PRIOR TO CONSTRUCTION FOR CULVERT 1 AND 2 CULVERTS AND ENDWALLS. DESIGNFOR CULVERT AND ENDWALLS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS ANDREQUIREMENTS OF SECTION 6.5 OF THE REVISED GEOTECHNICAL ENGINEERING FOR THIS PROJECT.2.WALL BACKFILL AND BEDDING FOR BOX CULVERTS AND THE END WALLS SHALL CONFORM TO DETAILPB-1 OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS. WALL BACKFILL SHALL BE VDOT CLASS I ANDSHALL BE COMPACTED IN ACCORDANCE WITH THE 2016 VDOT ROAD AND BRIDGE STANDARDS ANDCOMPACTION REQUIREMENTS IN THE SPECIFICATIONS. THE BACKFILL SHALL EXTEND HORIZONTALLYAT LEAST ONE-HALF THE STRUCTURE HEIGHT BEHIND THE BACK OF THE STRUCTURE, OR 36 INCHES,WHICHEVER IS GREATER.3.A DRAINAGE LAYER (SUCH AS CLEAN STONE OR PREFABRICATED DRAINAGE BOARD) SHALL BE PLACEDBEHIND THE END WALLS AND COMPACTED WITH A HAND-OPERATED EQUIPMENT WITHIN 5 FEET OF THEWALLS.4.UNDERCUT ANY SOFT ALLUVIAL SOILS BENEATH THE CULVERT BOTTOMS AND END WALLS TO REACH ANACCEPTABLE, STIFF SUBGRADE CULVERT AND END WALL SUPPORT. THE UNDERCUT SHALL EXTEND AHORIZONTAL DISTANCE OF AT LEAST THE FOUNDATION (OR CULVERT BOTTOM) WIDTH OUTSIDE THEFOUNDATION. AFTER UNDERCUTTING BENEATH THE CULVERTS AND END WALLS, EXPOSED SOILS ATEXCAVATION BOTTOM SHALL BE EVALUATED BY THE GEOTECHNICAL OR HIS REPRESENTATIVE TOCONFIRM THAT THE SUBGRADE IS ADEQUATELY STIFF.5.BACKFILLING OF UNDERCUT AREAS SHALL BE CONDUCTED IN ACCORDANCE WITH THE BEDDINGREQUIREMENTS OF DETAIL PB-1 OF THE VDOT ROAD AND BRIDGE STANDARDS, WHICH REFERENCESSECTION 302 OF THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. THAT IS, THE BACKFILL SHALLCONSIST OF VDOT NO. 25 OR NO. 26 AGGREGATE. IF STANDING OR RUNNING WATER IS PRESENT IN THEEXCAVATION, VDOT NO. 57 STONE SHALL BE USED TO BACKFILL TO A HEIGHT OF AT LEAST 12 INCHESABOVE THE STANDING WATER LEVEL, AND THE VDOT NO. 57 STONE SHALL BE CAPPED WITH 4 INCHESOF COMPACTED VDOT NO. 25 OR NO. 26 AGGREGATE. THE VDOT NO. 57 STONE SHALL BE WRAPPED IN ASEPARATION GEOTEXTILE FABRIC THAT MEETS REQUIREMENTS DESCRIBED IN SECTION 245.03(C) OFTHE VDOT 2016 ROAD AND BRIDGE SPECIFICATIONS.6.FOUNDATION EXCAVATIONS FOR END WALLS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEEROR HIS REPRESENTATIVE PRIOR TO REINFORCING STEEL AND CONCRETE PLACEMENT. THEEVALUATION SHALL INVOLVE PROBING OF FOUNDATION BEARING SURFACES, ADVANCING SHALLOWHAND AUGER BORINGS, AND DYNAMIC CONE PENETROMETER (DCP) TESTING. IF SOFT FOUNDATIONBEARING SOILS ARE ENCOUNTERED, THEY SHALL BE OVEREXCAVATED AND REPLACED WITH VDOT NO.57 STONE.7.COUNTER SINK THE UPSTREAM AND DOWNSTREAM INVERTS OF CULVERTS 1 AND 2 6" BELOW THEEXISTING STREAM BED ELEVATION PER VDOT DRAINAGE MANUAL SECTION 8.3.7.STORM PIPE 207STORMSTRUCTURE 254JOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.5 STORM PIPE PROFILES - CULVERTS.dwg | Plotted on 9/9/2019 2:27 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC8.4STORM CULVERT PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/A GENERAL: 1. THIS PROJECT IS CLASSIFIED AS TYPE A, UNDER THE VDOT CLASSIFICATION SYSTEM. 2. THE PROJECT LENGTH IS APPROXIMATELY 3,800 FEET THROUGH FORESTED LAND. THE WIDTH OF THE WORK ZONE VARIES BETWEEN 100' AND 160'. 3. THE PURPOSE OF THIS PROJECT IS TO PROVIDE A CONNECTION FROM THE EXISTING TERMINUS OF INNOVATION DRIVE NORTHWARD TO THE INTERSECTION OF ROUTE 1571 (LEWIS AND CLARK DRIVE) AND ROUTE 1666 (QUAIL RUN ROAD). THIS WILL PROVIDE ACCESS FOR FUTURE DEVELOPMENT. THE CONSTRUCTION CONSISTS OF FILL EXCAVATION, CONSTRUCTING A NEW ROAD, INSTALLATION OF A SHARED-USE PATH, INSTALLATION OF CURB RAMPS, AND INSTALLATION OF PAVEMENT MARKINGS. 4. TRAFFIC ALONG THE CONNECTING ROADS IS MINOR AND CONSISTS PRIMARILY OF COMMUTERS AND LOCAL RESIDENTS. 5. THE EXISTING POSTED SPEED LIMIT FOR ROUTE 1571 (LEWIS AND CLARK DRIVE), ROUTE 1666 (QUAIL RUN ROAD), AND INNOVATION DRIVE IS 35 MPH. ALL EXISTING SPEED LIMITS ARE EXPECTED TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. TEMPORARY TRAFFIC CONTROL (TTC) / MAINTENANCE OF TRAFFIC (MOT): 6. THE MAJOR CONSTRUCTION PHASES WILL TAKE PLACE BEYOND THE EXISTING ROAD SECTION. EXISTING TRAFFIC PATTERNS WILL BE MAINTAINED WITH MINIMAL IMPACTS WHILE A SIGNIFICANT PORTION OF WORK IS COMPLETED. TYPE III BARRICADES WITH "ROAD CLOSED" SIGNS AND GROUP II CHANNELIZING DEVICES SHALL BE PROVIDED AT THE EXISTING ROADWAY CONNECTIONS. 7. SHOULDER CLOSURES AND FLAGGING OPERATIONS ARE ANTICIPATED FOR THIS PROJECT AND SHALL BE PROVIDED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). THE FOLLOWING TEMPORARY TRAFFIC MEASURES SHALL BE USED: 7.1. TTC-4.1 - STATIONARY OPERATION ON A SHOULDER 7.2. TTC-5.1 - SHOULDER OPERATION WITH MINOR ENCROACHMENT 7.3. TTC-17.1 - INSIDE LANE CLOSURE OPERATION ON A FOUR-LANE ROADWAY 7.4. TTC-67.0 - LANE CLOSURE OPERATION THROUGH AN UNSIGNALIZED INTERSECTION 8. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. PUBLIC COMMUNICATION PLAN: 9. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE USED TO NOTIFY THE TRAVELING PUBLIC OF ANY SUCH MAJOR TRAFFIC CHANGES 72 HOURS IN ADVANCE OF THE CHANGE. TRANSPORTATION OPERATION PLAN: 10. THE CONTRACTOR SHALL INFORM VDOT WHEN A LANE CLOSURE IS PLANNED. THE CONTRACTOR SHALL NOTIFY THE “REGIONAL TRAFFIC OPERATIONS CENTER” (RTOC) WHEN THE CLOSURE IS IMPLEMENTED, AND AGAIN WHEN IT IS REMOVED. THE RTOC WILL IN TURN PLACE THE INFORMATION INTO THE “511 VIRGINIA” TRAFFIC ALERT SYSTEM (A SERVICE OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC SYSTEM). 11. IN CASE OF EMERGENCY, CALL 911. THE FOLLOWING IS A LIST OF LOCAL NON-EMERGENCY NUMBERS: COUNTY FIRE: 434-296-5833 COUNTY SHERIFF: 434-296-5807 STATE POLICE: 434-293-3223 PROJECT PERSONNEL: ENGINEER CONTACT: CRAIG KOTARSKI, TIMMONS GROUP: 434-327-1688 INSPECTOR: TBD DEVELOPER CONTACT: TODD MARSHALL, UNIVERSITY OF VIRGINIA FOUNDATION: 434-924-2569 REGIONAL TRAFFIC OPERATIONS CENTER, SHIFT SUPERVISOR: 540-332-9500 VDOT DISTRICT PUBLIC AFFAIRS OFFICER: LOU HATTER, 540-727-3201 12. ANY TRAFFIC INCIDENT (IF APPLICABLE) THAT OCCURS DURING THE LIFE OF THIS PROJECT WILL BE DISCUSSED BY THE CONTRACTOR, AND THE ENGINEER OF RECORD TO DETERMINE WHETHER ANY CHANGES NEED TO BE MADE TO THE TRAFFIC CONTROL ON THE PROJECT. TMP GENERAL NOTES: 1. ANY REQUIRED LANE CLOSURES MUST BE APPROVED IN ADVANCE BY VDOT. 2. LANE CLOSURES ARE ONLY PERMITTED ON ROUTE 1571 (LEWIS AND CLARK ROAD) AND ROUTE 1666 (QUAIL RUN ROAD) BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM AND 7:00 PM TO 5:30 AM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. FOR MORE INFORMATION, SEE TEMPORARY TRAFFIC CONTROL IMPLEMENTATION ON THIS SHEET. 3. ALL AREAS EXCAVATED DEEPER THAN 2" (TWO INCHES) BELOW EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK FILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST PLACING, MAINTAINING, AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. TRAFFIC SHALL NOT BE STOPPED ON ROUTE 1571 (LEWIS AND CLARK DRIVE) AND ROUTE 1666 (QUAIL RUN ROAD) FOR LONGER THAN FIVE MINUTES AT ANY TIME UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE DETAINED ON INNOVATION DRIVE AT ANYTIME, UNLESS DIRECTED BY VDOT. 5. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS, WEEKENDS, OR ON FRIDAY-SATURDAY-SUNDAY-MONDAY SURROUNDING HOLIDAY WEEKENDS UNLESS OTHERWISE APPROVED IN ADVANCE BY VDOT. 6. ANY CONTRACT ITEM(S) NOT SPECIFICALLY NOTED IN THE MAINTENANCE OF TRAFFIC MAY BE SCHEDULED FOR CONSTRUCTION AT THE CONTRACTOR'S OPTION, AS APPROVED BY THE ENGINEER. 7. VEHICULAR AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES AND CONNECTING STREETS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. PROPERTY OWNERS SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY ACTIVITIES WHICH WOULD IMPEDE ACCESS TO THEIR PROPERTY. IN ALL CASES IN WHICH EXISTING OR ESTABLISHED TRAFFIC PATTERNS WILL BE DISRUPTED, THE CONTRACTOR WILL NOTIFY ALL AFFECTED RESIDENTS AND/OR BUSINESSES A MINIMUM OF 48 HOURS IN ADVANCE OF THE ANTICIPATED DISRUPTION BY DISTRIBUTING DOOR-TO-DOOR NOTICES. NOTICES SHALL INCLUDE DETAILED DESCRIPTIONS OF THE CHANGES TO THE EXISTING TRAFFIC, FOR ALL TRAFFIC ENTERING AND EXITING THE ADJACENT PROPERTIES DURING CONSTRUCTION. A COPY OF THE NOTICE SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF WORK. 8. ALL TRAFFIC CONTROL SHALL BE SET UP AND SPACED ACCORDING TO THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). 9. CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL AS DIRECTED BY THE VDOT AND/OR THE ENGINEER SHOULD FIELD CONDITIONS WARRANT. 10. CONTRACTOR MAY REDUCE LANE WIDTHS TO 11' MINIMUM DURING CONSTRUCTION. ANY TEMPORARY PAVEMENT MARKINGS THAT ARE REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT AND MAINTENANCE OF ALL TEMPORARY PAVEMENT MARKINGS AND SIGNAGE THAT ARE REQUIRED OR IMPLIED IN THE CONSTRUCTION PHASING SHEETS THAT FOLLOW. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTROL PERSONNEL, ETC. TO CONTROL TRAFFIC DURING CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. ALL TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES, AND OBJECTIVES OF THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION),MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ALL VDOT AND ORANGE COUNTY PERMITS. 12. AT NO TIME SHALL CONSTRUCTION TAKE PLACE ON BOTH THE RIGHT AND LEFT SIDES OF VEHICLES, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. 13. EMERGENCY VEHICLE, BUS, AND MAIL ROUTES SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY TRAFFIC CONTROL IMPLEMENTATION: PHASE 1 CONSTRUCTION CONSISTS OF NEW ROADWAY CONSTRUCTION, THE INSTALLATION OF A SHARED-USE PATH, CURB AND GUTTER, DRAINAGE STRUCTURES, CURB RAMPS, AND PERFORMING GRADING OPERATIONS. THE MAJORITY OF CONSTRUCTION ACTIVITIES SHALL TAKE PLACE BEYOND THE EXISTING ROADWAY. THE CLEAR ZONE FOR THE WORK AREA ARE AS FOLLOWS: ROUTE 1571 (LEWIS AND CLARK DRIVE) - 8 FEET ROUTE 1666 (QUAIL RUN ROAD) - 8 FEET INNOVATION DRIVE - 8 FEET THE CLEAR ZONES WERE DETERMINED FROM FIGURE 2 - CLEAR ZONE AND DROP-OFF REQUIREMENTS, FOUND IN APPENDIX A, SHEET A-4 OF THE LATEST VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). WHEN CONSTRUCTION OCCURS WITHIN THE CLEAR ZONE AT THE INTERSECTION OF QUAIL RUN ROAD AND LEWIS AND CLARK DRIVE, FOR INSTALLATION OF PAVEMENT TIE-INS, CURB RAMPS, CURB AND GUTTER, AND INTERSECTION SIGNING AND PAVEMENT MARKINGS, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO TTC-67.0 DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. FOR THE INSTALLATION OF PAVEMENT MARKINGS ALONG LEWIS AND CLARK DRIVE, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO TTC-17.1 DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. WHEN CONSTRUCTION OCCURS OUTSIDE OF THE CLEAR ZONE ALONG QUAIL RUN ROAD, TRAFFIC SHALL BE MAINTAINED ACCORDING TTC-4.1 OR TTC-5.1, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. TRANSPORTATION MANAGEMENT PLAN GREGORY T. STECHER ADVANCED WORK ZONE TRAFFIC CONTROL VERIFICATION #071216003 TYPEIIIBARRICADE R11-248"X30"INNOVATIONDRIVEINNOVATION DRIVE ROAD CLOSURE TYPEIIIBARRICADER11-248"X30"ROUTE1571LEWISANDCLARKDRIVEROUTE 1666QUAILRUNROAD ROUTE 1571 LEWIS AND CLARK DRIVE ROAD CLOSURE NAD83NOT TO SCALE NAD83NOT TO SCALE C9.0 TRAFFICMANAGEMENTNOTESN/A JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISIONDESCRIPTION TheseplansandassociateddocumentsaretheexclusivepropertyofTIMMONSGROUPandmaynotbereproducedinwholeorinpartandshallnotbeusedforanypurposewhatsoever,inclusive,butnotlimitedtoconstruction,bidding,and/orconstructionstakingwithouttheexpresswrittenconsentofTIMMONSGROUP.L:\203\41864.002-UVAF-Lewis_Clark_Ext\DWG\Sheet\CD\41864.002-203C-C9x.dwg|Plottedon3/19/201911:47AM|byGregStecher03/19/2019 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 G. STECHER G. STECHER K. O'MEARA GREGORY T. STECHER ADVANCED WORK ZONE TRAFFIC CONTROL VERIFICATION #071216003 C9.1 TRAFFICMANAGEMENTDETAILSN/A JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISIONDESCRIPTION TheseplansandassociateddocumentsaretheexclusivepropertyofTIMMONSGROUPandmaynotbereproducedinwholeorinpartandshallnotbeusedforanypurposewhatsoever,inclusive,butnotlimitedtoconstruction,bidding,and/orconstructionstakingwithouttheexpresswrittenconsentofTIMMONSGROUP.L:\203\41864.002-UVAF-Lewis_Clark_Ext\DWG\Sheet\CD\41864.002-203C-C9x.dwg|Plottedon3/19/20199:59AM|byGregStecher03/19/2019 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 G. STECHER G. STECHER K. O'MEARA DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I D G E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.60' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4 8 0 4704 9 05005205 3 0 540 550560570 580580580580560580572574576578550560570 5 5 0560 5705 4 0 5 5 0 560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600 48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647 0 480 4 9 0 50046 2464466 46847 2 47 4 476 478 482 48 4 48 648 8 4 9 2 4944964 9 8 502490500510520530490500 510488492494496 498 502 504506 508 512514560570580590490500510520530 540550560570580 540550560570580 4604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724 7 4 47 6 4 7 8 48248 448648 8 4 9 2 494 496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPSTREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERTOTAL LIMITS OFDISTURBANCE IN WPOBUFFER = 3.31 ACTOTAL LIMITS OFDISTURBANCE IN WPOBUFFER = 3.31 ACTOTAL LIMITS OFDISTURBANCE IN WPOBUFFER = 3.31 AC1" = 150'NAD 830300'SCALE 1"=150'150'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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C9.1 MITIGATION PLAN.dwg | Plotted on 9/9/2019 2:29 PM | by Aaron Mabee 8/26/2019LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 3/25/2019 REVISED PER COMMENTS 6/28/2019 REVISED PER COMMENTS 8/1/2019 REVISED PER COMMENTS 9/9/2019 REVISED WATER MAIN PER ACSA COMMENTSC10.0MITIGATION PLANPLAN DETAIL SEEDLING SPACINGSCALE: 1"= 10'-0"L1.01MITIGATION CALCULATIONSTOTAL DISTURBED AREA144,345 SF (3.31 AC)MITIGATION AREA REQ’D (DIST x 2)288,690 SF (6.62 AC)PROPOSED TOTAL MITIGATIONAREA PROVIDED = 67,493 SF (1.55 AC)* MAXIMUM POSSIBLE AREA FOR MITIGATIONHAS BEEN PLANTED WITHIN THE LIMITS OFDISTURBANCE WITHIN THE WPO BUFFER.ADDITIONAL AREAS OUTSIDE THE LIMITS OFDISTURBANCE ARE ALREADY WOODED.MITIGATION AREAS:PLANT CALCULATIONSOPTION 1: 600 TREES / ACRE930 tubes and matsPLANT LIST132 Acer rubrum 12-18" ht. seedling132 Carpinus caroliniana 12 -18" ht.seedling132 Liriodendron tulipifera 12-18" ht. seedling132 Nyssa sylvatica 12-18" ht. seedling138 Platanus occidentalis 12-18" ht. seedling132 Quercus bicolor 12-18" ht. seedling132 Quercus palustris 12-18" ht. seedlingTOTAL PLANTS: 930NEW SEEDLING WITH TUBE AND MAT, TYP.BUFFER AREA DISTURBEDMITIGATION AREA TO BE PLANTED WITH SEEDLINGS DSTREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)DENSE TREESDENSE TREESDENSE TREESBARNFOO T B R I D G E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCCANOPYSHED565DENSE TREESTMP 32-6ABARNELEC. TRANS.SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4 8 0 4704 9 05005205 3 0 540 550560570 580580580580560580572574576578550560570 5 5 0560 5705 4 0 5 5 0 560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600 48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647 0 480 4 9 0 50046 2464466 46847 2 47 4 476 478 482 48 4 48 648 8 4 9 2 4944964 9 8 502490500510520530490500 510488492494496 498 502 504506 508 512514560570580590490500510520530 540550560570580 540550560570580 4604 7 0 48 0 4 9 04544564584624 6 4 4 6 6 4 6 8 4724 7 4 47 6 4 7 8 48248 448648 8 4 9 2 494 496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMP10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+002 4 + 0 0 2 5 + 0 026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0012''W12''W12''W12''W12''W12''W12''W12''W12''WS SSSSSSSSSSSSSSSSSS SSSSSSSSSANSANSSSSSSSSS SSSEXISTING SANITARYSEWER APPROXINVERT OUT OFBUILDING = 565.41APPROXIMATELOCATION OF EXISTING6" FORCEMAIN1" = 150'NAD 830300'SCALE 1"=150'150'SHEET L2.0SHEET L2.1SHEET L2.2SHEET L2.3L1.0OVERALL LANDSCAPE PLANJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L1.0 OVERALL LANDSCAPE PLAN.dwg | Plotted on 9/9/2019 2:31 PM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 M. RACHNERF. HANCOCKF. HANCOCKMO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T E CT03/25/19 DENSE TREES DENSE TREES INN O V A T I O N D R I V E - 1 0 0 ' R / W (FO R M E R L Y L E W I S & C L A R K D R I V E ) DB 2 6 3 5 - 4 5 4 DB 3 4 1 5 - 4 5 5 , 4 6 0 P L A T ELEC. TRANS. A.C.S.AWATERLINE ESM'T. #35 7 5 I N N O V A T I O N D R . "HO L L Y M E A D F I R E RE S C U E S T A T I O N "AIRPORT ACRES ROAD IN N O V A T I O N D R I V E DECK DECK C O N C Sign 58057 2 5 7 4 5 7 6 57 8 APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD DENSE TREES DENSE TREES INN O V A T I O N D R I V E - 1 0 0 ' R / W (FO R M E R L Y L E W I S & C L A R K D R I V E ) DB 2 6 3 5 - 4 5 4 DB 3 4 1 5 - 4 5 5 , 4 6 0 P L A T ELEC. TRANS. A.C.S.AWATERLINE ESM'T. #35 7 5 I N N O V A T I O N D R . "HO L L Y M E A D F I R E RE S C U E S T A T I O N "AIRPORT ACRES ROAD IN N O V A T I O N D R I V E DECK DECK C O N C Sign 58057 2 5 7 4 5 7 6 57 8 APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD 58 0 576 57 8 570566568572 574 570 566 568 572 574 576 580 572 574 576 578 582 37+00 38+0 0 39+ 0 0 40+ 0 0 41+ 0 0 42+ 0 0 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12''W 12''W 12''W UF O UF O UFO UFO UFO G G G G GUGP UGPR5' CONDUIT SWEEP PER DOMINION STANDARDS UF O UF O UF O UF O G G G G G G G UG P UG P UG P UG P UG P UG P UGP UGP UGP UGP APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD PER PLANS FROM VDH COMPLETED BY ENVIRO-KLEAN ON JANUARY 08, 2008 37+00 38+0 0 39+ 0 0 40+ 0 0 41+ 0 0 42+ 0 0 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12''W 12''W 12''W UF O UF O UFO UFO UFO G G G G GUGP UGPR5' CONDUIT SWEEP PER DOMINION STANDARDS UF O UF O UF O UF O G G G G G G G UG P UG P UG P UG P UG P UG P UGP UGP UGP UGP H O L L Y M E A D F I R E R E S C U E S T A T I O N LEWIS AND CLARK DRIVE ROAD (3)QUE COC SHRUB AREA MIX (1,195 sf) (3)CHI VIR SHRUB AREA MIX (302 sf) (5)AME CAN SHRUB AREA MIX (961 sf) (9)ACE SUG (5)HAL CAR SHRUB AREA MIX (306 sf) (3)MAG SWE (4)COR FLO (7)CER CAN (3)OXY ARB S SAN SAN SAN SAN SANTREES BOTANICAL NAME ACE RUB ACER RUBRUM ACE SUG ACER SACCHARUM BET RIV BETULA NIGRA NYS SYL NYSSA SYLVATICA QUE ACU QUERCUS ACUTISSIMA QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA SMALL DECIDUOUS TREE BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CER CAN CERCIS CANADENSIS CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA HAL CAR HALESIA CAROLINA MAG SWE MAGNOLIA VIRGINIANA OXY ARB OXYDENDRUM ARBOREUM PLANT SCHEDULE SHRUB AREA MIX CAREX PENSYLVANICA / PENNSYLVANIA SEDGE CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA ECHINACEA PURPUREA / PURPLE CONEFLOWER 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 9/9/2019 2:35 PM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 M. RACHNER F. HANCOCK F. HANCOCKMOMOCNo. 1491 FRANK W. HANCOCK III THEALWN I V RIG NIOF ALANDS CAPE A R C H ITECT03/25/19 L2.0 LANDSCAPE PLANNAD 83 0 SCALE 1"=30' 60'30' 1" = 30'MATCH LINE SEE SHEET L2.1 510520530540550560512514516518522524526528532534536538542544546548552554556558562564530 562564 566 550 542544546548552554556 530 540 530 27+0 0 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 12''W 12''W 12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG G G G GGGGGGGGGGGGGGGGGUFOUGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG27+0 0 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 12''W 12''W 12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG G G G GGGGGGGGGGGGGGGGGUFOUGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGGL E W I S A N D C L A R K D R I V E R O A D (8)BET RIV (4)QUE COC SHRUB AREA MIX (1,375 sf) SHRUB AREA MIX (522 sf) (3)OXY ARB (6)COR FLO (6)CHI VIR (3)MAG SWE (7)OXY ARB (7)CHI VIR SHRUB AREA MIX (533 sf) (5)COR FLO (5)HAL CAR (4)MAG SWE (6)NYS SYL (5)CER CAN SHRUB AREA MIX (1,405 sf) SHRUB AREA MIX (517 sf) (3)CHI VIR SSSS SANSANSANSANTREES BOTANICAL NAME ACE RUB ACER RUBRUM ACE SUG ACER SACCHARUM BET RIV BETULA NIGRA NYS SYL NYSSA SYLVATICA QUE ACU QUERCUS ACUTISSIMA QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA SMALL DECIDUOUS TREE BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CER CAN CERCIS CANADENSIS CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA HAL CAR HALESIA CAROLINA MAG SWE MAGNOLIA VIRGINIANA OXY ARB OXYDENDRUM ARBOREUM PLANT SCHEDULE SHRUB AREA MIX CAREX PENSYLVANICA / PENNSYLVANIA SEDGE CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA ECHINACEA PURPUREA / PURPLE CONEFLOWER 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 9/9/2019 2:35 PM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 M. RACHNER F. HANCOCK F. HANCOCKMOMOCNo. 1491 FRANK W. HANCOCK III THEALWN I V RIG NIOF ALANDS CAPE A R C H ITECT03/25/19 NAD 83 0 SCALE 1"=30' 60'30' 1" = 30' L2.1 LANDSCAPE PLANMATCH LINE SEE SHEET L2.0MATCH LINE SEE SHEET L2.2 DDENSE TREESDENSE TREESDENSE TREESFOO T B R IDG E FOOTBRIDGEDENSE TREESDENSE TREES48049050048049047647848248448648849247048 0 4 6 2 46 4466 4684 7 2 4 7 4 476 47 8 48 2 4844 8 6488DENSE TREESDENSE TREESDENSE TREESFOO T B R IDG E FOOTBRIDGEDENSE TREESDENSE TREES48049050048049047647848248448648849247048 0 4 6 2 46 4466 4684 7 2 4 7 4 476 47 8 48 2 4844 8 6488490490500510 48 8 488492492494 494496498502504506508510520 500 496498500510520 470480490470480490500482482480480482490494492488486484D8''W16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WINSTALL W6-1(DIVIDED HIGHWAY)UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP8''W16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0012''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPLEWIS AND CLARK DRIVE ROAD(3)MAG SWESHRUB AREA MIX(1,053 sf)(7)AME CANSHRUB AREA MIX(525 sf)(3)MAG SWE(3)AME CANSHRUB AREA MIX(522 sf)(1)NYS SYL(3)OXY ARB(7)QUE BIC(4)HAL CAR(3)CHI VIRSHRUB AREA MIX(453 sf)(3)HAL CARSHRUB AREA MIX(429 sf)SHRUB AREA MIX(779 sf)SHRUB AREA MIX(459 sf)(5)ACE SUG(7)QUE ACUSHRUB AREA MIX(844 sf)(1)CER CANSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSANSANSAN20' ACSA EASEMENTPROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSTREESBOTANICAL NAMEACE RUBACER RUBRUMACE SUGACER SACCHARUMBET RIVBETULA NIGRANYS SYLNYSSA SYLVATICAQUE ACUQUERCUS ACUTISSIMAQUE BICQUERCUS BICOLORQUE COCQUERCUS COCCINEASMALL DECIDUOUS TREEBOTANICAL NAMEAME CANAMELANCHIER CANADENSISCER CANCERCIS CANADENSISCHI VIRCHIONANTHUS VIRGINICUSCOR FLOCORNUS FLORIDAHAL CARHALESIA CAROLINAMAG SWEMAGNOLIA VIRGINIANAOXY ARBOXYDENDRUM ARBOREUMPLANT SCHEDULESHRUB AREA MIXCAREX PENSYLVANICA / PENNSYLVANIA SEDGECLETHRA ALNIFOLIA / SUMMERSWEET CLETHRANAD 830SCALE 1"=30'60'30'1" = 30'L2.2LANDSCAPE PLAN MATCH LINE SEE SHEET L2.1 MATCH LINE SEE SHEET L2.3 JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 9/9/2019 2:36 PM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 M. RACHNERF. HANCOCKF. HANCOCKMO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T E CT03/25/19 CONCCONCCONCCONCCONCCONCCONCCANOPYWVLT.PIVSIAMESE CONN.60' ACCESSEASEMENTDB 1514-660CENTER FOR490500510520530488492494496498502504506508512514516518522524526528490500488492494496498502 490500 510488492494496498 502 504506 508 512514494496500510520530A.C.S.A WATERLINEEASEMENTDB 1572-653CONCCONCCONCCONCCONCCONCCONCCANOPYWVLT.PIVSIAMESE CONN.60' ACCESSEASEMENTDB 1514-660CENTER FOR490500510520530488492494496498502504506508512514516518522524526528490500488492494496498502 490500 510488492494496498 502 504506 508 512514494496500510520530A.C.S.A WATERLINEEASEMENTDB 1572-653496498480490500510520512514516518522524526528530526524520518506500510502504506508512520 52452253210+0011+0012+0013+0014+0015+0012''W12''W12''W12''W12''W12''W12''WINSTALL R1-1(STOP SIGN)INSTALL R1-1(STOP SIGN)INSTALL W6-2(DIVIDED HIGHWAYENDS)STREETNAME SIGNINSTALL R4-7(KEEP RIGHT)INSTALL R3-7(LEFT LANE MUSTTURN LEFT)UFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGP10+0011+0012+0013+0014+0015+0012''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPLEWIS AND CLARK DRIVE ROADSHRUB AREA MIX(499 sf)(5)CER CAN(5)COR FLO(6)CER CAN(2)ACE SUGSHRUB AREA MIX(487 sf)(3)AME CAN(2)AME CAN(3)HAL CAR(8)ACE RUBTREESBOTANICAL NAMEACE RUBACER RUBRUMACE SUGACER SACCHARUMBET RIVBETULA NIGRANYS SYLNYSSA SYLVATICAQUE ACUQUERCUS ACUTISSIMAQUE BICQUERCUS BICOLORQUE COCQUERCUS COCCINEASMALL DECIDUOUS TREEBOTANICAL NAMEAME CANAMELANCHIER CANADENSISCER CANCERCIS CANADENSISCHI VIRCHIONANTHUS VIRGINICUSCOR FLOCORNUS FLORIDAHAL CARHALESIA CAROLINAMAG SWEMAGNOLIA VIRGINIANAOXY ARBOXYDENDRUM ARBOREUMPLANT SCHEDULESHRUB AREA MIXCAREX PENSYLVANICA / PENNSYLVANIA SEDGECLETHRA ALNIFOLIA / SUMMERSWEET CLETHRAJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 9/9/2019 2:36 PM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION ALBEMARLE COUNTY, VA41864.002 M. RACHNERF. HANCOCKF. HANCOCKMO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T E CT03/25/19NAD 830SCALE 1"=30'60'30'1" = 30'L2.3LANDSCAPE PLAN MATCH LINE SEE SHEET L2.2 TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ACE RUB 8 ACER RUBRUM RED MAPLE 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY ACE SUG 16 ACER SACCHARUM SUGAR MAPLE 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY BET RIV 8 BETULA NIGRA RIVER BIRCH 2.5" CAL.B&B SINGLE STEM NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE ACU 7 QUERCUS ACUTISSIMA SAWTOOTH OAK 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE COC 7 QUERCUS COCCINEA SCARLET OAK 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY SMALL DECIDUOUS TREE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS AME CAN 20 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 2" CAL.B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED CER CAN 24 CERCIS CANADENSIS EASTERN REDBUD 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY CHI VIR 22 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 2" CAL.B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED COR FLO 20 CORNUS FLORIDA EASTERN DOGWOOD 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY HAL CAR 20 HALESIA CAROLINA SNOWDROP TREE 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY MAG SWE 16 MAGNOLIA VIRGINIANA SWEET BAY 2" CAL.B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED OXY ARB 16 OXYDENDRUM ARBOREUM SOURWOOD TREE 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY PLANT SCHEDULE SHRUB AREA MIX 13,171 SF CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1,054 SF CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA 1,054 SF ECHINACEA PURPUREA / PURPLE CONEFLOWER 1,054 SF FOTHERGILLA GARDENII / DWARF FOTHERGILLA 1,054 SF HYPERICUM CALYCINUM / CREEPING ST. JOHN`S WORT 1,054 SF ILEX GLABRA / INKBERRY HOLLY 1,054 SF IRIS VERSICOLOR / BLUE FLAG 1,185 SF ITEA VIRGINICA / VIRGINIA WILLOW 1,054 SF PANICUM VIRGATUM `SHENANDOAH` / SWITCH GRASS 1,054 SF RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 1,185 SF RUDBECKIA HIRTA / BLACK-EYED SUSAN 1,185 SF SPOROBOLUS VIRGINICUS / SEASHORE DROPSEED 1,185 SF N.A. L3.0 LANDSCAPE NOTES AND DETAILSJOB 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\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L3.0 LANDSCAPE NOTES AND DETAILS.dwg | Plotted on 9/9/2019 2:36 PM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002 M. RACHNER F. HANCOCK F. HANCOCKMOMOCNo. 1491 FRANK W. HANCOCK III THEALWN I V RIG NIOF ALANDS CAPE A R C H ITECT03/25/19GENERAL NOTES PRE-CONSTRUCTION ·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. ·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. ·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. ·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION ·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" ·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. ·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. ·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE ·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. ·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR ·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. ·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 3 X ROOTBALL DIAMETER PLAN VIEW NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS-BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 13 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 1" COMPOST LAYER 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 3-2"x2" HARDWOOD STAKES 12 GAUGE GALVANIZED WIRE ROOT BALL B&B CONTAINER REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP 13 OF BALL REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT 12" MIN. HEIGHT VARIES WITH PLANTS PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH PLAN VIEW: PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED MULCH LINE EDGE OF BUILDING, WALK OR STRUCTURE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING VOIDS 3 DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE2SHRUB PLANTING NOT TO SCALE 1 MULTI-STEM TREE - STAKING SPECIFIED NOT TO SCALE 4 GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE PLAN VIEW ROOT BALL 3- 2" x 2" HARDWOOD STAKES 12 GAUGE GALVANIZED WIRE 12 GAUGE GALVANIZED WIRE ALLOW FOR SLIGHT MOVEMENT SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 13 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 6" SAUCER 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE PRUNE BROKEN BRANCHES REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS NEW 1/2" RUBBER HOSE 3 2x2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN. 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 3 X ROOTBALL DIAMETER