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Home My WebLink AboutSUB201800171 Plan - Revision 2018-12-21SITE 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: 12.50 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.COUNTY OF ALBEMARLE, VIRGINIALEWIS AND CLARK DRIVE ROAD EXTENSION12/19/2018VICINITY 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C0.0 COVER.dwg | Plotted on 12/20/2018 10:15 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C0.0COVER ROAD PLANSheet List TableSheet NumberSheet TitleC0.0COVERC0.1OVERALL PLANC1.0NOTES AND DETAILSC1.1NOTES AND DETAILSC1.2NOTES AND DETAILSC1.3TYPICAL SECTIONSC1.4TYPICAL SECTIONSC2.0EXISTING CONDITIONSC3.0EROSION 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 PROFILESC9.0MITIGATION PLANXS-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 SECTIONSTOTAL # OF SHEETS = 67 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 TREES#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATBARNFOO 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 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 32-6ABARNTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 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.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.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660TAX 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 1028-107LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4704 8 0 4 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 FIELDTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLAT151617181920212223242526272829303132 33 34 35 36 37 38 394041424344454647 48 49 50 51 52 53 54 55 56 57 58 59 6 0 61 62 63 63 EP PC PC PC PT PT PT PT PCCPC C PRC P R C 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C0.1 OVERALL PLAN.dwg | Plotted on 12/20/2018 10:42 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 12/20/2018 10:42 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTSC1.0 NOTES AND DETAILS 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 12/20/2018 10:42 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTSSUBBASE SURFACE BASE 18" 4" TOP OF CURB R=2" CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT A-3 CONCRETE VDOT STANDARD CG-2 CURB No Scale DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS No Scale HEAVY DUTY ASPHALT PAVEMENT SECTION 2" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 2" ASPHALTIC CONCRETE SURFACE COMPACTED SUBGRADE COURSE - SM-9.5A 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.1":1' 7" CONC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE 4" MIN. COMPACTED SUBGRADE 13" 4" 6" 2" R 6"6"2'-0" No Scale VDOT STANDARD CG-6 CURB & GUTTER CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB No Scale MUTCD STOP SIGN DETAIL No Scale STD. U POST GALVANIZED SIGN POST TO BE DRIVEN No Scale SIGN AND POST DETAIL 6' 2' 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. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. STD. R1-1 24" (TYP.) STOP BAR DETAIL NO SCALE SOLID WHITE LINE 12' (VARIES) NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING 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 8" TYPE 21B AGGREGATE BASE COURSE 2" BITUMINOUS CONCRETE SURFACE COMPACTED SUBGRADE COURSE - SM9.5A 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 12/20/2018 10:42 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER 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' LANE2.5'8'46.5'8'5.74'3.76'29'PROP.R/W2%2%2%1'1' OFFSET FROMF/C FOR WHITEEDGE LINE (TYP.)PROP. PERM. SLOPE &DRAINAGE EASEMENTVARIABLE2:1 (CUT)2:1 (FILL)2:1 (CUT)2:1 (FILL)VARIABLEPROP. PERM. SLOPE &DRAINAGE EASEMENT2%ST'D. MS-2RAISED GRASSMEDIAN REQ'D.(16' F/C TO F/C)ST'D. CG-6CURB & GUTTERREQ'D. (TYP.)BLPROP.R/W5'10'35.5'105'2.00'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' LANE2.5'8'46.5'8'7.30'2'VAR.PROP.R/W2%2%2%PROP. PERM. SLOPE &DRAINAGE EASEMENTVARIABLE2:1 (CUT)2:1 (FILL)2:1 (CUT)2:1 (FILL)VARIABLEPROP. PERM. SLOPE &DRAINAGE EASEMENT2%ST'D. CG-6CURB & GUTTERREQ'D. (TYP.)BLPROP.R/W5'10'105'2.00'0' - 12' LANE DROP12' LANE4'PAVEDSHOULDERVAR.VAR.23'35.5'23'4:13:14:13:120' CLEAR ZONE20' CLEAR ZONE20' CLEAR ZONE20' CLEAR ZONEJOB 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.1 TYPICAL SECTIONS.dwg | Plotted on 12/20/2018 10:42 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C1.3TYPICAL 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' 46.5' 2% 12' LANE 12' LANE 2.5'5'6' 35.5' PROP. R/W 2%2%2% 1' 1' OFFSET FROM F/C FOR WHITE EDGE LINE (TYP.) 1' PROP. PERM. SLOPE & DRAINAGE EASEMENT VARIABLE 2:1 ( C U T ) 2:1 (FI L L ) 2:1 (C U T ) 2:1 ( F I L L ) VARIABLE PROP. PERM. SLOPE & DRAINAGE EASEMENT 2% ST'D. MS-2 RAISED GRASS MEDIAN 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.) ST'D. UD-4 REQ'D. PROP. R/W 5'10' 35.5' 105' 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' 8.0' & VAR.12' LANE12' LANE2.5'8' 52.5' 2% 12' LANE 13' LANE 8'7.30'2.20' 2% 1' 1' OFFSET FROM F/C FOR WHITE EDGE LINE (TYP.) 1' PROP. PERM. SLOPE & DRAINAGE EASEMENT VARIABLE 2:1 (C U T ) 2:1 ( F I L L ) VARIABLE PROP. PERM. SLOPE & DRAINAGE EASEMENT 2% ST'D. MS-2 RAISED GRASS MEDIAN REQ'D. (16' F/C TO F/C) ST'D. CG-2 CURB REQ'D. (TYP.) PROP. R/W 5'10' 35.5' 111' BL 2.00' 2% 2% 2:1 ( C U T ) 2:1 (FI L L ) ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) 2% PAVED SHOULDERVAR. 4' PROP. R/W 4' 23' 4:1 3:1 23' 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.1 TYPICAL SECTIONS.dwg | Plotted on 12/20/2018 10:42 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTSC1.4 TYPICAL SECTIONS MANAGEDSTEEP SLOPES(TYP.)CRITICALSLOPES (TYP.)MANAGEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERMANAGED STEEPSLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERMANAGEDSTEEP SLOPES(TYP.)MANAGEDSTEEP SLOPES(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREES#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATBARNFOO 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 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTACRESTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESB 379-421,PLATTMP 32-6ABARNTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 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.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.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660TAX 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 1028-107LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4704 8 0 4 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 FIELDTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATSTREAM(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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.0 EXISTING CONDITIONS.dwg | Plotted on 12/20/2018 10:43 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C2.0EXISTING CONDITIONS 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 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. 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 #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 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12''W 12''W 12''W12''W45° BEND 45° BEND TIE TO EXIST 8" WATERMAIN21222324 252627282930PCN2 2 ° 5 1 ' 4 9 . 0 0 " E 287 ' L A N E T R A N S I T I O N @ 4 5 M P H 13' 12' 5' WIDE PATH CG-2 CG-6 2 1 5 TIE TO EXIST. CURB AND GUTTER TIE TO EXIST. CURB AND GUTTER TIE TO EXIST. PAVEMENT IN ACCORDANCE WITH PAVEMENT REPLACEMENT JOINT DETAIL 20' CLEARING ZONE 20' CLEARING ZONE STRIPING LEGEND 1.PROP. DIRECTIONAL ARROWS 2.4" DOUBLE YELLOW LINE 3.6" SINGLE WHITE LINE (CROSSWALK) 4.4" SINGLE DASHED WHITE LINE 5.4" SINGLE WHITE LINE 6.STOP BAR 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 12/20/2018 10:49 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS TMP 32-22 NORTHSIDE DRIVE LLC DB 3532-599 12''W 12''W 12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W3132333435363738394041PCPTN13° 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 4 CG-2 13' 12' 5' WIDE PATH CG-6 1 2 5 20' CLEARING ZONE STRIPING LEGEND 1.PROP. DIRECTIONAL ARROWS 2.4" DOUBLE YELLOW LINE 3.6" SINGLE WHITE LINE (CROSSWALK) 4.4" SINGLE DASHED WHITE LINE 5.4" SINGLE WHITE LINE 6.STOP BAR 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 12/20/2018 10:49 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS DDENSE TREESDENSE TREESDENSE TREESFOO T B R IDG E FOOTBRIDGEDENSE TREESDENSE TREES12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W424344454647 48 49 50 51 PC 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 DRIVECURVE55INSTALL W6-1(DIVIDED HIGHWAY)5' WIDEPATH13'12'CG-2CG-6CG-21PAVED 4'SHOULDER2520'CLEARINGZONECG-12STRIPING LEGEND1.PROP. DIRECTIONAL ARROWS2.4" DOUBLE YELLOW LINE3.6" SINGLE WHITE LINE (CROSSWALK)4.4" SINGLE DASHED WHITE LINE5.4" SINGLE WHITE LINE6.STOP BARNAD 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 12/20/2018 10:49 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS MATCH LINE SEE SHEET C4.3 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.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATSAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATCENTER FOR12''W12''W12''W12''W12''W12''W12''W12''W12''W11.25°+45°BEND11.25°+45°BENDTIE TO EXIST. 14"WATERMAIN12"x14"REDUCER52 5354 55 56 57 58 59 6 0 PCCPC C P R C 867 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 DRIVECURVE875'540' LANE DROP TRANSITION @ 45MPHINSTALL R1-1(STOP SIGN)INSTALL R4-7(KEEP RIGHT)INSTALL W6-2(DIVIDED HIGHWAYENDS)INSTALL W9-2(LANE ENDSMERGE RIGHT)INSTALL W4-2(LANE ENDS)STREETNAME SIGNR=50'R=6'29'CG-6CG-65' WIDEPATHR=5'CG-12CG-12CG-21PAVED 4'SHOULDER1133-CROSSWALKS44LANE ENDSMERGERIGHTKEEPRIGHT5TIE TO EXIST.CURB AND GUTTERTIE TO EXIST. PAVEMENT INACCORDANCE WITH PAVEMENTREPLACEMENT JOINT DETAIL5524'5226R50'R5'20' CLEARINGZONE20'CLEARINGZONESTRIPING LEGEND1.PROP. DIRECTIONAL ARROWS2.4" DOUBLE YELLOW LINE3.6" SINGLE WHITE LINE (CROSSWALK)4.4" SINGLE DASHED WHITE LINE5.4" SINGLE WHITE LINE6.STOP BARNAD 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 12/20/2018 10:50 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS 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 = 588.42535540550560570580590 53554055056057058059025+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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 12/20/2018 10:50 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS N.A.C4.4ROAD PROFILES DATUM ELEV 535 540 550 560 570 580 590 535 540 550 560 570 580 590 25+50576.726+00577.5578.027+00577.0576.828+00578.5579.629+00579.5577.030+00572.8568.731+00565.1562.532+00560.4556.333+00551.2550.034+00547.834+50544.6576.71577.48578.01577.00576.83578.53579.55579.49577.00572.84568.73565.13562.49560.41556.34551.16549.97547.78544.61-4.69% 500' VC K = 86.52 A.D. = -5.78% PVI ELEV = 576.50 PVI STA = 28+50 HIGH PT STA = 26+93.98 HIGH POINT ELEV = 574.29 STOPPING SIGHT DISTANCE = 339 BVCS = 26+00.00BVCE = 573.78EVCS = 31+00.00EVCE = 564.77BVCS = 34+50.00BVCE = 548.34DATUM 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 = 498.31JOB 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 12/20/2018 10:50 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER 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 52+50491.553+00499.6507.954+00510.4508.855+00510.8513.656+00518.2519.157+00513.6513.358+00512.8491.50499.59507.91510.40508.85510.78513.57518.17519.09513.61513.27512.85400' 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 = 513.83JOB 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 12/20/2018 10:50 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER 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 GRADEPROPOSED GRADE3.5' MIN.COVERCONNECT TO EXISTINGWATERLINE. VERIFYLOCATION AND ELEVATIONSTORMPIPE 283STORMPIPE 273STORMPIPE 261STORM PIPECULV2STORMPIPE 22112" DUCTILE IRON PIPE1.5' MIN.1.5' MIN.1.5' MIN.2.0'11.25°+45°HORIZONTALBEND11.25°+45°HORIZONTALBENDAS 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 12/20/2018 10:52 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C4.7WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS. 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 GRADEPROPOSED GRADE3.5' MIN.COVERSTORM PIPECULV1STORMPIPE 225STORMPIPE 227STORMPIPE CULV3STORMPIPE 111STORMPIPE 121STORMPIPE 2231.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN.1.0' MIN.1.5' MIN. "12.16'45° VERTICALBENDS45° VERTICALBENDSAS 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 12/20/2018 10:52 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C4.8WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS. HORIZ SCALE: 1"=50'VERT SCALE: 1"=512 WATERLINE PROFILE540545550555560565570575580585540545550555560565570575580585CONNECT TO EXISTINGWATERLINE. 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 GRADEPROPOSED GRADE3.5' MIN.COVER45° HORIZONTALBEND45° HORIZONTALBENDAS 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 12/20/2018 10:52 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C4.9WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS. MANAGED STEEP SLOPES (TYP.)565DENSE 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 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. 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 #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 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 574 570 566 568 572 574 576 580 572 574 576 578 582 300 301 142 108 141 300 EX-1 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12''W 12''W 12''W12''W45° BEND 45° BEND TIE TO EXIST 8" WATERMAIN 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 OFFICER:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 12/20/2018 10:54 AM | by Aaron Mabee9/24/2018 LEWIS AND CLARK DRIVE ROAD EXTENSIONCHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI12/18/2018REVISED PER COMMENTS MANAGED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERWETLANDS(TYP.)WETLANDS(TYP.)WETLANDS (TYP.)STREAM (TYP.)TMP 32-22NORTHSIDEDRIVE LLCDB 3532-5995005025045205 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 556558562564540550542544546548510 520 530 540 550 560 512 514 516 518 522 524 526 528 532 534 536 538 542 544 546 548 552554556558562564 530562564566550542544546548552554556530540530C3-1C3-2CULV3228212211227132106104122112102100107131105121103101111VDOT CLASSA1 RIPRAPWIDTH 1 = 6.0'WIDTH 2 = 10'LENGTH = 10'DEPTH =24"VDOT CLASS 1RIPRAPWIDTH 1 = 6.0'WIDTH 2 = 10.0'LENGTH = 10'DEPTH =24"10'x15' OFVDOT CLASS 1RIPRAP24" DEEPVDOT ST'D.CD-1 WITHEW-12 FOR 2:112''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WNAD 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 12/20/2018 10:54 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS CRITICALSLOPES (TYP.)MANAGED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERMANAGED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERSTREAM(TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)DENSE TREESDENSE TREESDENSE TREESFOO T B R IDG E FOOTBRIDGEDENSE TREESDENSE TREES470480490 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 6488490490500510 48 8 488492492494 494496498502504506508510520 500 496498500510520 470480490470480490500C2-1C1-1C2-2C1-2CULV2CULV1D226210224262208254232222242206204252202200209207205251253225223231241221261203201VDOT CLASS IIRIPRAPWIDTH 1 = 6.0'WIDTH 2 = 15'LENGTH = 15'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"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 TOINLETSTRUCTUREVDOT CLASS II RIPRAPWIDTH 1 = 6'WIDTH 2 = 34'LENGTH = 25'DEPTH = 36"12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WNAD 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 12/20/2018 10:54 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS MATCH LINE SEE SHEET C5.3 MANAGED STEEP SLOPES (TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(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.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATSAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATLEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)CENTER FOR490500510520530488492494496498502504506508512514516518522524526528490500488492494496498502 490500 510488492494496498 502 504506 508 512514494496500510520530496498480490500510520512514516518522524526528530532526524522520506500510502504506508512284282258274272256255257273271283281311312310TIE 2-EX. 15" RCP TOSTORM STRUCTURE 310VDOT ST'D. CD-1TIE TO INLETSTRUCTUREVDOT CLASS II RIPRAP12''W12''W12''W12''W12''W12''W12''W12''W12''W11.25°+45°BEND11.25°+45°BENDTIE TO EXIST. 14"WATERMAIN12"x14"REDUCERNAD 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 12/20/2018 10:54 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS MATCH LINE SEE SHEET C5.2 565DENSE TREESDENSE TREESTMP 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 3532-599DECKDECK5004 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 SEPTIC FIELD580576578510 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 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100300WETLANDS(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 TREESTMP 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 3532-599DECKDECK5004 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 SEPTIC FIELD580576578510 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 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100300WETLANDS(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 TREESTMP 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 3532-599DECKDECK5004 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 SEPTIC FIELD580576578510 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 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100300WETLANDS(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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C7.0 INLET DRAINAGE AREA MAP.dwg | Plotted on 12/20/2018 10:56 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C6.0INLET DRAINAGE AREAS A. MABEEJ. SHOWALTERC. KOTARSKI1"=50'MATCH LINE SEE SHEET C6.1 DENSE TREESDENSE TREESDENSE TREESDENSE TREES#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATBARNFOO T B R I DG E FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYDENSE TREESDENSE TREESDENSE TREESDB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660TAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATQUAIL RUN(RTE. 1666)CENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION470480490 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 494496500510520530424344454647 48 49 50 51 52 53 54 55 56 57 PC PT PCCPRC 490 490500488 488492492494 494496496 498498502504506508510520 500 496498500510520 470480490470480490500480490500510520512514516518522524526528530532526524522520506500510502504506508512C2-1C1-1C2-2C1-2D284282258274272256226210224262208254232222242206204252202200312310STREAM(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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C7.0 INLET DRAINAGE AREA MAP.dwg | Plotted on 12/20/2018 10:56 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C6.1INLET 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 FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4704 8 0 4 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 FIELDAPPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYD301EX-1STREAM(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 EECULVERT #1CULVERT #2CULVERT #3DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREES#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLAT FOOT BRIDGE FOOTBRIDGE DIDIDIDICANOPY CANOPYSHEDCANOPY565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESAIRPORT ROADSTATE ROUTE 649DB 2635-454HIGHWAY PLAT BOOK XIV, P. 187STATE HIGHWAY PROJECT0649-002-158, C-501INNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATTMP 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 PLAT#36551 STY. W/BASEMENTRESIDENCE#36401 STY. W/ CELLARRESIDENCE METAL GARAGE1 STY.BLDG.TAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATDI-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 1514-660TAX 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 PLATSAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230TAX 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 1028-107AIRPORT ROAD(RTE. 649)LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECK SignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION470480490500 472474476478482484486488492494496498502504520530540550560570580580580580518522524526528532534536538542544546548552554556558562564566568572574574574574576576578578582582582582584584584584586586588588560580572574576578550560570544546548552554556558562564566568572574576550560570542544546548552554556558562564566568540550560570536538542544546548552554556558562564566568572574576578470480490500510520530540550462464466468472474476478482484486488492494496498502504506508512514516518522524526528532534536538542544546548460470480490500510458462464466468472474476478482484486488492494496498502504506508512514470480490500510480490500570580590600568572574576578582584586588592594596598602480490500510520530476478482484486488492494496498502504506508512514516518522524526528532534536470480490500462464466468472474476478482484486488492494496498502490500510520530482484486488492494496498502504506508512514516518522524526528532534536538490500510488492494496498502504506508512514560570580590600558562564566568572574576578582584586588592594596598602490500510520530540550560570580492494496498502504506508512514516518522524526528532534536538542544546548552554556558562564566568572574576578582584586588540550560570580536538542544546548552554556558562564566568572574576578582584586588460470480490454456458462464466468472474476478482484486488492494496570580590572574576578582584586588592592594594596596570570580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYD301EX-1STREAM(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 EECULVERT #1CULVERT #2CULVERT #375'540' LANE DROP TRANSITION @ 45MPH287' LANE TRANSITION @ 45MPHINSTALL R1-1(STOP SIGN)INSTALL R4 -7 (KEEP R IGHT)INSTALL W6-2(DIVIDED HIGHWAYENDS)INSTALL W6-1(DIVIDED HIGHWAY) INSTALL W9 -2(LANE ENDSMERGE R IGHT ) INSTALL W4-2(LANE ENDS)STREETNAME S IGN NAD 830300'SCALE 1"=150'150'LEGENDAREACSTR2.0'SLOPE = 6%Tc = 13.7 min.Q2 = 12.10 cfsQ10 = 15.94 cfs2-YR VELOCITY = 6.07 FPS10-YR DEPTH = 1.32'DITCH SECTION A-A(No Scale)2: 12:1DRAINAGE 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C6.0 DRAINAGE AREA MAP.dwg | Plotted on 12/20/2018 10:59 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER 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: 12:1GRASS LINEDCHANNEL WITHVESCHTREATMENT-2SEE 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' HORIZ 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+50103221.05' OF15" RCP@ 5.25%104: DI-3B 8 ft ThroatSTA 15+08.58TOP 546.80INV IN 537.92 (105)INV IN 538.10 (121)INV OUT 537.82 (103)105266.67' OF15" RCP@ 4.75%106: DI-3B 8 ft ThroatSTA 12+41.91TOP 559.77INV IN 550.69 (107)INV IN 551.20 (131)INV OUT 550.59 (105)107241.91' OF15" RCP@ 4.50%108: DI-3B 8 ft ThroatSTA 10+00.00TOP 570.21INV IN 562.18 (141)INV OUT 561.58 (107)100: ES-1 for 24 inch PipeSTA 17+62.13TOP 527.12INV IN 524.87 (101)10132.50' OF24" RCP@ 1.00%102: DI-3B 8 ft ThroatSTA 17+29.63TOP 533.37INV IN 526.21 (103)INV IN 525.20 (111)INV OUT 525.20 (101)108: DI-3B 8 ft Throat STA 10+72.88 TOP 570.21 INV IN 562.18 (141) INV OUT 561.58 (107)14172.88' OF15" RCP@ 1.00%142: DI-5 STA 10+00.00 TOP 568.70 INV OUT 562.91 (141)EX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADE1.5' MIN12"WATERMAINJOB 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 12/20/2018 10:59 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C8.0STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" MANHOLE IS USED, A 12"STEEL PLATE SHALL BE ADDED TO THE BOTTOM OFTHE MANHOLE TO PREVENT DETERIORATION OF THEBOTTOM.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 550.69 (107)INV IN 551.20 (131)INV OUT 550.59 (105)13172.87' OF15" RCP@ 1.75%132: DI-5STA 10+00.00TOP 558.26INV OUT 552.47 (131)12172.89' OF15" RCP@ 1.75%104: DI-3B 8 ft ThroatSTA 10+72.89 TOP 546.80 INV IN 537.92 (105) INV IN 538.10 (121) INV OUT 537.82 (103)12172.89' OF15" RCP@ 1.75%122: DI-5STA 10+00.00TOP 545.36INV OUT 539.37 (121)11172.87' OF15" RCP@ 0.75%112: DI-5 STA 10+00.00 TOP 531.86 INV OUT 525.75 (111) 102: DI-3B 8 ft Throat STA 10+72.87 TOP 533.37 INV IN 526.21 (103) INV IN 525.20 (111) INV OUT 525.20 (101)EX. GROUNDEX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADEFUTUREGRADE1.5' MIN1.5' MIN1.5' MIN12"WATERMAIN12"WATERMAIN12"WATERMAINHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 312-310500505510515520500505510515520516.4 514.59+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%312: DI-7 TYP I GRATE STA 10+00.00 TOP 517.00 INV OUT 513.79 (311)EX. GROUNDFUTUREGRADEHORIZ 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 498.34 (281)INV OUT 495.15 (257)28146.69' OF15" RCP@ 4.75%282: DI-3B 12 ft ThroatSTA 10+31.02TOP 512.50INV IN 500.66 (283)INV OUT 500.56 (281)284: DI-3B 12 ft ThroatSTA 10+00.00TOP 512.92INV OUT 501.20 (283)28331.02' OF15" RCP@ 1.75%256: DI-5STA 10+74.58TOP 503.92INV IN 492.31 (257)INV IN 493.96 (271)INV OUT 492.21 (255)27143.54' OF15" RCP@ 3.50%272: DI-3B 12 ft ThroatSTA 10+31.04TOP 506.82INV IN 495.58 (273)INV OUT 495.48 (271)27331.04' OF15" RCP@ 1.50%274: DI-3B 12 ft ThroatSTA 10+00.00TOP 507.18INV OUT 496.05 (273) 254: DI-5 STA 10+72.87 TOP 489.45 INV IN 481.25 (255) INV IN 481.20 (261) INV OUT 481.15 (253)26172.87' OF15" RCP@ 2.00%262: DI-3B 12 ft Throat STA 10+00.00 TOP 491.87 INV OUT 482.66 (261)222: DI-3C 12 ft ThroatSTA 10+25.00TOP 486.57INV IN 478.99 (231)INV IN 479.27 (241)INV OUT 478.21 (221)24125.00' OF15" RCP@ 2.00%242: DI-3B 12 ft Throat STA 10+00.00 TOP 486.63 INV OUT 479.77 (241) 486.69+5010+0011+0011+50222: DI-3C 12 ft Throat STA 10+25.43 TOP 486.57 INV IN 478.99 (231) INV IN 479.27 (241) INV OUT 478.21 (221)23125.43' OF15" RCP@ 1.75%232: DI-3B 12 ft Throat STA 10+00.00 TOP 486.59 INV OUT 479.43 (231)EX. GROUNDEX. GROUNDEX. GROUNDEX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADEFUTUREGRADEFUTUREGRADEFUTUREGRADE1.5' MIN12"WATERMAIN12"WATERMAIN12"WATERMAINJOB 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 12/20/2018 10:59 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C8.1STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" MANHOLE 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 456.16INV IN 453.91 (201)20113.38' OF24" RCP@ 4.02%202: MH-2STA 18+54.55TOP 472.51INV IN 467.43 (203)INV OUT 454.45 (201)20339.33' OF24" RCP@ 15.00%204: DI-5STA 18+15.22TOP 485.06INV IN 476.17 (205)INV IN 475.30 (251)INV IN 476.94 (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)207242.55' OF18" RCP@ 1.65%208: DI-5STA 15+48.15TOP 489.30INV IN 481.16 (209)INV IN 481.60 (223)INV OUT 481.06 (207)209265.34' OF15" RCP@ 3.50%210: DI-5STA 12+82.81TOP 499.47INV IN 490.55 (211)INV IN 490.70 (225)INV OUT 490.45 (209)211282.81' OF15" RCP@ 6.25%212: DI-5STA 10+00.00TOP 516.82INV IN 508.44 (227)INV OUT 508.23 (211)EX. GROUNDFUTUREGRADESAFETYSLAB(TYP)HORIZ 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 490.55 (211) INV IN 490.70 (225) INV OUT 490.45 (209)22572.93' OF15" RCP@ 1.50%226: DI-3B 12 ft Throat STA 10+00.00 TOP 500.98 INV OUT 491.79 (225)EX. GROUNDFUTUREGRADE1.5' MIN12"WATERMAINHORIZ 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 481.16 (209) INV IN 481.60 (223) INV OUT 481.06 (207)22372.88' OF15" RCP@ 1.75%224: DI-3B 12 ft Throat STA 10+00.00 TOP 490.76 INV OUT 482.88 (223)EX. GROUNDFUTUREGRADE1.5' MIN12"WATERMAINJOB 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 12/20/2018 10:59 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C8.2STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" MANHOLE 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 475.30 (251)INV IN 476.94 (221)INV OUT 473.33 (203)25125.00' OF18" RCP@ 3.00%252: DI-5STA 16+84.35TOP 485.12INV IN 476.15 (253)INV OUT 476.05 (251)253250.00' OF18" RCP@ 2.00%254: DI-5 STA 14+34.35 TOP 489.45 INV IN 481.25 (255) INV IN 481.20 (261) INV OUT 481.15 (253)255292.27' OF15" RCP@ 3.75%256: DI-5STA 11+42.09TOP 503.92INV IN 492.31 (257)INV IN 493.96 (271)INV OUT 492.21 (255)257142.09' OF15" RCP@ 2.00%258: DI-5STA 10+00.00TOP 509.45INV IN 498.34 (281)INV OUT 495.15 (257)EX. GROUNDFUTUREGRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 228-212495500505510515520525530535495500505510515520525530535HORIZ 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 508.44 (227) INV OUT 508.23 (211)22773.14' OF15" RCP@ 1.00%228: DI-3B 12 ft Throat STA 10+00.00 TOP 518.45 INV OUT 509.17 (227) 486.6 487.19+5010+0011+0011+5022172.87' OF15" RCP@ 1.75%204: DI-5 STA ??? TOP 485.06 INV IN 476.17 (205) INV IN 475.30 (251) INV IN 476.94 (221) INV OUT 473.33 (203) 222: DI-3C 12 ft Throat STA ??? TOP 486.57 INV IN 478.99 (231) INV IN 479.27 (241) INV OUT 478.21 (221)EX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADE1.5' MIN1.5' MIN12"WATERMAIN12"WATERMAINJOB 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 12/20/2018 10:59 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C8.3STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" MANHOLE IS USED, A 12"STEEL PLATE SHALL BE ADDED TO THE BOTTOM OFTHE MANHOLE TO PREVENT DETERIORATION OF THEBOTTOM.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 PROFILE515520525530535515520525530535528.5 530.4 527.79+5010+0011+0012+00CULV3134.54' OF24" RCP@ 3.34%C3-2: ES-1 for 24 inch Pipe STA 11+34.54 TOP 523.75 INV IN 521.50 (CULV3) C3-1: ES-1 for 24 inch Pipe STA 10+00.00 TOP 528.25 INV OUT 526.00 (CULV3)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 2 PROFILE465470475480485490495465470475480485490495491.1 491.3 487.39+5010+0011+0012+00CULV2163.58' OF48X60 INCH CONCRETEBOX CULVERT@ 1.53%C2-1: EW-2 - 60" Pipe - 2:1 Fill Slope STA 10+10.29 TOP 481.42 INV OUT 475.00 (CULV2) C2-2: EW-2S - 60" PIPE - 2:1 Fill Slope STA 11+73.87 TOP 478.92 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+00CULV1247.61' OF84X120 INCH CONCRETEBOX CULVERT@ 0.81%C1-2: EW-2S - 84" Pipe -2:1 Fill Slope STA 12+51.36 TOP 467.42 INV IN 459.00 (CULV1) C1-1: EW-2 - 84" Pipe - 2:1 Fill SlopeSTA 10+03.75TOP 469.42INV OUT 461.00 (CULV1)PROP. GRADEEX. GRADE12" WATERMAIN12" WATERMAIN12" WATERMAINJOB 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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.5 STORM PIPE PROFILES - CULVERTS.dwg | Plotted on 12/20/2018 11:00 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C8.4STORM CULVERT PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/A DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREES#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATBARNFOO 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 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 32-6ABARNTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 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'SAN. MHTOP=510.83'8" PVC IN=494.2'8" PVC OUT=494.1'SAN. MHTOP=510.68'8" PVC IN=504.5'8" PVC OUT=504.5'SAN. MHTOP=497.48'8" PVC IN=482.3' (SW)8" PVC IN=482.3' (W)8" PVC OUT=481.6'8" PVC SSDI-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.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660TAX 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 PLATSAN. SEWEREASEMENTDB 1789-230SAN.SEWEREASEMENTDB1789-230TAX 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 1028-107LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4704 8 0 4 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 FIELDTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATSTREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)TOTAL LIMITS OFDISTURBANCE3.31 ACTOTAL LIMITS OFDISTURBANCE3.31 ACTOTAL LIMITS OFDISTURBANCE3.31 ACMITIGATIONAREA (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 R:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C9.1 MITIGATION PLAN.dwg | Plotted on 12/20/2018 11:00 AM | by Aaron Mabee 9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION CHARLOTTESVILLE, VA - ALBEMARLE COUNTY41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS C9.0MITIGATION 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 = 96,113 SF (2.21 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 / ACRE1,326 tubes and matsPLANT LIST189 Acer rubrum 12-18" ht. seedling189 Carpinus caroliniana 12 -18" ht.seedling189 Liriodendron tulipifera 12-18" ht. seedling189 Nyssa sylvatica 12-18" ht. seedling192 Platanus occidentalis 12-18" ht. seedling189 Quercus bicolor 12-18" ht. seedling189 Quercus palustris 12-18" ht. seedlingTOTAL PLANTS: 1,326NEW SEEDLING WITH TUBE AND MAT, TYP.BUFFER AREA DISTURBEDMITIGATION AREA 24+25 556 560 564 568 572 576 580 584 556 560 564 568 572 576 580 584 0 20 40 60 80 100 1200-20-40-60-80-100-120 24+50 556 560 564 568 572 576 580 584 588 592 556 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 24+75 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 25+00 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 25+25 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 572.2572.6574.5575.8576.6-2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 Back_Curb-13.67572.37Hinge34.81571.95Ditch_Out42.81569.95Back_Curb-41.49571.71Sidewalk_In-49.00571.86Sidewalk_Out-54.00571.96Daylight-64.27572.02Hinge-64.00572.16Hinge52.31572.05Hinge48.55571.98EP-38.99571.37EP-14.17571.87PCL0.00572.15Daylight52.41572.00Back_Curb-13.11572.65Hinge34.29572.23Ditch_Out42.29570.23Back_Curb-40.96571.99Sidewalk_In-48.51572.14Sidewalk_Out-53.51572.24Daylight-74.59577.98Hinge-63.51572.44Hinge51.79572.32Hinge48.03572.25EP-38.46571.66EP-13.61572.15PCL0.00572.42Daylight51.96572.24Back_Curb-12.56572.93Hinge33.76572.51Ditch_Out41.76570.51Back_Curb-40.42572.27Sidewalk_In-48.01572.42Sidewalk_Out-53.01572.52Daylight-73.08577.76Hinge-63.01572.72Hinge51.27572.60Hinge47.51572.52EP-37.92571.94EP-13.06572.43PCL0.00572.70Daylight51.61572.43Back_Curb-12.00573.22Hinge33.24572.79Ditch_Out41.24570.79Back_Curb-39.88572.55Sidewalk_In-47.52572.71Sidewalk_Out-52.52572.81Daylight-76.64580.06Hinge-62.52573.01Hinge50.75572.87Hinge46.98572.79EP-37.38572.22EP-12.50572.72PCL0.00572.97Daylight51.96572.26JOB 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-XS-01x.dwg|Plottedon12/19/201811:00AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI XS-01 LEWISCLARKDRIVECROSSSECTIONS1"=10' 25+50 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 25+75 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 26+00 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 26+25 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 26+50 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 576.7577.0577.5577.5578.0-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-11.45573.50Hinge32.72573.07Ditch_Out40.72571.07Back_Curb-39.34572.84Sidewalk_In-47.02572.99Sidewalk_Out-52.02573.09Daylight-76.61580.58Hinge-62.02573.29Hinge50.22573.14Hinge46.46573.06EP-36.84572.50EP-11.95573.00PCL0.00573.24Daylight52.03572.24Back_Curb-10.89573.78Hinge32.20573.36Ditch_Out40.20571.36Back_Curb-38.80573.12Sidewalk_In-46.53573.27Sidewalk_Out-51.53573.37Daylight-76.33580.98Hinge-61.53573.57Hinge49.70573.41Hinge45.94573.34EP-36.30572.78EP-11.39573.28PCL0.00573.51Daylight51.86572.33Back_Curb-10.34574.07Hinge31.67573.64Ditch_Out39.67571.64Back_Curb-38.26573.40Sidewalk_In-46.03573.56Sidewalk_Out-51.03573.66Daylight-75.72581.20Hinge-61.03573.86Hinge49.18573.68Hinge45.42573.61EP-35.76573.07EP-10.84573.57PCL0.00573.78Daylight51.54572.50Back_Curb-9.79574.31Hinge31.15573.88Ditch_Out39.15571.88Back_Curb-37.72573.65Sidewalk_In-45.54573.80Sidewalk_Out-50.54573.90Daylight-75.04581.35Hinge-60.54574.10Hinge48.66573.92Hinge44.90573.84EP-35.22573.31EP-10.29573.81PCL0.00574.02Daylight51.35572.57Back_Curb-9.23574.49Hinge30.63574.06Ditch_Out38.63572.06Back_Curb-37.18573.82Sidewalk_In-45.04573.98Sidewalk_Out-50.05574.08Daylight-73.57581.04Hinge-60.05574.28Hinge48.13574.08Hinge44.37574.01EP-34.68573.49EP-9.73573.99PCL0.00574.18Daylight51.05572.63XS-02 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:00AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 26+75 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 27+00 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 27+25 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 27+50 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 27+75 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 577.3577.0578.0576.8577.8576.83-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 Back_Curb-8.68574.59Hinge30.11574.16Ditch_Out38.11572.16Back_Curb-36.64573.92Sidewalk_In-44.55574.08Sidewalk_Out-49.55574.18Daylight-72.41580.81Hinge-59.55574.38Hinge47.61574.17Hinge43.85574.10EP-34.14573.59EP-9.18574.09PCL0.00574.27Daylight50.16572.90Back_Curb-8.12574.62Hinge29.59574.19Ditch_Out37.59572.19Back_Curb-36.11573.95Sidewalk_In-44.06574.11Sidewalk_Out-49.06574.21Daylight-71.68580.72Hinge-59.06574.41Hinge47.09574.19Hinge43.33574.12EP-33.61573.62EP-8.62574.12PCL0.00574.29Daylight50.09572.69Back_Curb-7.57574.58Hinge29.06574.15Ditch_Out37.06572.15Back_Curb-35.57573.91Sidewalk_In-43.56574.07Sidewalk_Out-48.56574.17Daylight-70.95580.56Hinge-58.56574.37Hinge46.57574.14Hinge42.81574.06EP-33.07573.58EP-8.07574.08PCL0.00574.24Daylight48.08573.38Back_Curb-7.50574.45Hinge29.00574.02Ditch_Out37.00572.02Back_Curb-35.50573.78Sidewalk_In-43.50573.94Sidewalk_Out-48.50574.04Daylight-72.41581.20Hinge-58.50574.24Hinge46.50574.01Hinge42.74573.94EP-33.00573.45EP-8.00573.95PCL0.00574.11Daylight46.84574.18Back_Curb-7.50574.25Hinge29.00573.82Ditch_Out37.00571.82Back_Curb-35.50573.59Sidewalk_In-43.50573.75Sidewalk_Out-48.50573.85Daylight-74.18581.89Hinge-58.50574.05Hinge46.50573.81Hinge42.74573.74EP-33.00573.25EP-8.00573.75PCL0.00573.91Daylight48.99575.06XS-03 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:00AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 28+00 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 28+25 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 28+50 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 28+75 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 578.5579.2579.6579.8-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50573.98Hinge29.00573.55Ditch_Out37.00571.55Back_Curb-35.50573.32Sidewalk_In-43.50573.48Sidewalk_Out-48.50573.58Daylight-75.15582.10Hinge-58.50573.78Hinge46.50573.54Hinge42.74573.47EP-33.00572.98EP-8.00573.48PCL0.00573.64Daylight51.11575.85Back_Curb-7.50573.64Hinge29.00573.21Ditch_Out37.00571.21Back_Curb-35.50572.97Sidewalk_In-43.50573.13Sidewalk_Out-48.50573.23Daylight-79.13583.75Hinge-58.50573.43Hinge46.50573.20Hinge42.74573.13EP-33.00572.64EP-8.00573.14PCL0.00573.30Daylight53.41576.65Back_Curb-7.50573.23Hinge29.00572.80Ditch_Out37.00570.80Back_Curb-35.50572.56Sidewalk_In-43.50572.72Sidewalk_Out-48.50572.82Daylight-80.59584.06Hinge-58.50573.02Hinge46.50572.79Hinge42.74572.71EP-33.00572.23EP-8.00572.73PCL0.00572.89Daylight55.22577.14Back_Curb-7.50572.74Hinge29.00572.31Ditch_Out37.00570.31Back_Curb-35.50572.07Sidewalk_In-43.50572.23Sidewalk_Out-48.50572.33Daylight-80.94583.75Hinge-58.50572.53Hinge46.50572.30Hinge42.74572.22EP-33.00571.74EP-8.00572.24PCL0.00572.40Daylight56.78577.44XS-04 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:01AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 29+00 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 29+25 560 564 568 572 576 580 584 588 592 596 560 564 568 572 576 580 584 588 592 596 0 20 40 60 80 100 1200-20-40-60-80-100-120 29+50 560 564 568 572 576 580 584 588 592 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 29+75 556 560 564 568 572 576 580 584 588 592 556 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 579.5578.5577.0575.2-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50572.18Hinge29.00571.75Ditch_Out37.00569.75Back_Curb-35.50571.51Sidewalk_In-43.50571.67Sidewalk_Out-48.50571.77Daylight-80.57583.01Hinge-58.50571.97Hinge46.50571.74Hinge42.74571.66EP-33.00571.18EP-8.00571.68PCL0.00571.84Daylight58.72577.85Back_Curb-7.50571.55Hinge29.00571.12Ditch_Out37.00569.12Back_Curb-35.50570.88Sidewalk_In-43.50571.04Sidewalk_Out-48.50571.14Daylight-79.42581.80Hinge-58.50571.34Hinge46.50571.11Hinge42.74571.03EP-33.00570.55EP-8.00571.05PCL0.00571.21Daylight59.28577.50Back_Curb-7.50570.84Hinge29.00570.41Ditch_Out37.00568.41Back_Curb-35.50570.18Sidewalk_In-43.50570.34Sidewalk_Out-48.50570.44Daylight-77.37580.07Hinge-58.50570.64Hinge46.50570.40Hinge42.74570.33EP-33.00569.84EP-8.00570.34PCL0.00570.50Daylight58.78576.55Back_Curb-7.50570.07Hinge29.00569.64Ditch_Out37.00567.64Back_Curb-35.50569.40Sidewalk_In-43.50569.56Sidewalk_Out-48.50569.66Daylight-76.38578.80Hinge-58.50569.86Hinge46.50569.63Hinge42.74569.55EP-33.00569.07EP-8.00569.57PCL0.00569.73Daylight57.76575.26XS-05 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:01AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 30+00 556 560 564 568 572 576 580 584 588 592 556 560 564 568 572 576 580 584 588 592 0 20 40 60 80 100 1200-20-40-60-80-100-120 30+25 556 560 564 568 572 576 580 584 588 556 560 564 568 572 576 580 584 588 0 20 40 60 80 100 1200-20-40-60-80-100-120 30+50 556 560 564 568 572 576 580 584 588 556 560 564 568 572 576 580 584 588 0 20 40 60 80 100 1200-20-40-60-80-100-120 30+75 552 556 560 564 568 572 576 580 584 552 556 560 564 568 572 576 580 584 0 20 40 60 80 100 1200-20-40-60-80-100-120 31+00 552 556 560 564 568 572 576 580 584 552 556 560 564 568 572 576 580 584 0 20 40 60 80 100 1200-20-40-60-80-100-120 572.8570.7568.7566.6565.1-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 Back_Curb-7.50569.22Hinge29.00568.79Ditch_Out37.00566.79Back_Curb-35.50568.55Sidewalk_In-43.50568.71Sidewalk_Out-48.50568.81Daylight-74.50577.02Hinge-58.50569.01Hinge46.50568.78Hinge42.74568.71EP-33.00568.22EP-8.00568.72PCL0.00568.88Daylight56.00573.53Back_Curb-7.50568.30Hinge29.00567.87Ditch_Out37.00565.87Back_Curb-35.50567.63Sidewalk_In-43.50567.79Sidewalk_Out-48.50567.89Daylight-72.00574.84Hinge-58.50568.09Hinge46.50567.86Hinge42.74567.78EP-33.00567.30EP-8.00567.80PCL0.00567.96Daylight54.71571.96Back_Curb-7.50567.31Hinge29.00566.88Ditch_Out37.00564.88Back_Curb-35.50566.64Sidewalk_In-43.50566.80Sidewalk_Out-48.50566.90Daylight-70.10572.90Hinge-58.50567.10Hinge46.50566.87Hinge42.74566.79EP-33.00566.31EP-8.00566.81PCL0.00566.97Daylight53.91570.57Back_Curb-7.50566.24Hinge29.00565.81Ditch_Out37.00563.81Back_Curb-35.50565.58Sidewalk_In-43.50565.74Sidewalk_Out-48.50565.84Daylight-68.67571.12Hinge-58.50566.04Hinge46.50565.80Hinge42.74565.73EP-33.00565.24EP-8.00565.74PCL0.00565.90Daylight53.48569.29Back_Curb-7.50565.11Hinge29.00564.68Ditch_Out37.00562.68Back_Curb-35.50564.44Sidewalk_In-43.50564.60Sidewalk_Out-48.50564.70Daylight-66.87569.08Hinge-58.50564.90Hinge46.50564.67Hinge42.74564.59EP-33.00564.11EP-8.00564.61PCL0.00564.77Daylight53.45568.14XS-06 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:01AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 31+25 552 556 560 564 568 572 576 580 584 552 556 560 564 568 572 576 580 584 0 20 40 60 80 100 1200-20-40-60-80-100-120 31+50 552 556 560 564 568 572 576 580 552 556 560 564 568 572 576 580 0 20 40 60 80 100 1200-20-40-60-80-100-120 31+75 548 552 556 560 564 568 572 576 580 548 552 556 560 564 568 572 576 580 0 20 40 60 80 100 1200-20-40-60-80-100-120 32+00 548 552 556 560 564 568 572 576 580 548 552 556 560 564 568 572 576 580 0 20 40 60 80 100 1200-20-40-60-80-100-120 32+25 544 548 552 556 560 564 568 572 576 544 548 552 556 560 564 568 572 576 0 20 40 60 80 100 1200-20-40-60-80-100-120 563.7562.5561.6560.4558.7-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 Back_Curb-7.50563.93Hinge29.00563.50Ditch_Out37.00561.50Back_Curb-35.50563.27Sidewalk_In-43.50563.43Sidewalk_Out-48.50563.53Daylight-62.38565.67Hinge-58.50563.73Hinge46.50563.49Hinge42.74563.42EP-33.00562.93EP-8.00563.43PCL0.00563.59Daylight53.37566.93Back_Curb-7.50562.76Hinge29.00562.33Ditch_Out37.00560.33Back_Curb-35.50562.09Sidewalk_In-43.50562.25Sidewalk_Out-48.50562.35Daylight-63.20564.90Hinge-58.50562.55Hinge46.50562.32Hinge42.74562.24EP-33.00561.76EP-8.00562.26PCL0.00562.42Daylight53.20565.67Back_Curb-7.50561.59Hinge29.00561.16Ditch_Out37.00559.16Back_Curb-35.50560.92Sidewalk_In-43.50561.08Sidewalk_Out-48.50561.18Daylight-62.86563.56Hinge-58.50561.38Hinge46.50561.15Hinge42.74561.07EP-33.00560.59EP-8.00561.09PCL0.00561.25Daylight52.56564.17Back_Curb-7.50560.41Hinge29.00559.98Ditch_Out37.00557.98Back_Curb-35.50559.75Sidewalk_In-43.50559.91Sidewalk_Out-48.50560.01Daylight-61.49561.70Hinge-58.50560.21Hinge46.50559.97Hinge42.74559.90EP-33.00559.41EP-8.00559.91PCL0.00560.07Daylight50.74562.09Back_Curb-7.50559.24Hinge29.00558.81Ditch_Out37.00556.81Back_Curb-35.50558.57Sidewalk_In-43.50558.73Sidewalk_Out-48.50558.83Daylight-60.41559.99Hinge-58.50559.03Hinge46.50558.80Hinge42.74558.72EP-33.00558.24EP-8.00558.74PCL0.00558.90Daylight47.95559.53XS-07 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:02AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 32+50 540 544 548 552 556 560 564 568 572 540 544 548 552 556 560 564 568 572 0 20 40 60 80 100 1200-20-40-60-80-100-120 32+75 540 544 548 552 556 560 564 568 572 540 544 548 552 556 560 564 568 572 0 20 40 60 80 100 1200-20-40-60-80-100-120 33+00 536 540 544 548 552 556 560 564 568 572 536 540 544 548 552 556 560 564 568 572 0 20 40 60 80 100 1200-20-40-60-80-100-120 33+25 536 540 544 548 552 556 560 564 568 572 536 540 544 548 552 556 560 564 568 572 0 20 40 60 80 100 1200-20-40-60-80-100-120 556.3553.5551.2550.1-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-7.50558.07Hinge29.00557.64Ditch_Out37.00555.64Back_Curb-35.50557.40Sidewalk_In-43.50557.56Sidewalk_Out-48.50557.66Daylight-60.14558.68Hinge-58.50557.86Hinge46.50557.63Hinge42.74557.55EP-33.00557.07EP-8.00557.57PCL0.00557.73Daylight49.81555.97Back_Curb-7.50556.89Hinge29.00556.46Ditch_Out37.00554.46Back_Curb-35.50556.23Sidewalk_In-43.50556.39Sidewalk_Out-48.50556.49Daylight-59.80557.34Hinge-58.50556.69Hinge46.50556.45Hinge42.74556.38EP-33.00555.89EP-8.00556.39PCL0.00556.55Daylight55.07552.17Back_Curb-7.50555.72Hinge29.00555.29Ditch_Out37.00553.29Back_Curb-35.50555.05Sidewalk_In-43.50555.21Sidewalk_Out-48.50555.31Daylight-59.25555.89Hinge-58.50555.51Hinge46.50555.28Hinge42.74555.20EP-33.00554.72EP-8.00555.22PCL0.00555.38Daylight58.16549.45Back_Curb-7.50554.55Hinge29.00554.12Ditch_Out37.00552.12Back_Curb-35.50553.88Sidewalk_In-43.50554.04Sidewalk_Out-48.50554.14Daylight-58.82554.50Hinge-58.50554.34Hinge46.50554.11Hinge42.74554.03EP-33.00553.55EP-8.00554.05PCL0.00554.21Daylight61.25546.73XS-08 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:02AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 33+50 532 536 540 544 548 552 556 560 564 568 532 536 540 544 548 552 556 560 564 568 0 20 40 60 80 100 1200-20-40-60-80-100-120 33+75 532 536 540 544 548 552 556 560 564 568 532 536 540 544 548 552 556 560 564 568 0 20 40 60 80 100 1200-20-40-60-80-100-120 34+00 532 536 540 544 548 552 556 560 564 568 532 536 540 544 548 552 556 560 564 568 0 20 40 60 80 100 1200-20-40-60-80-100-120 34+25 532 536 540 544 548 552 556 560 564 568 532 536 540 544 548 552 556 560 564 568 0 20 40 60 80 100 1200-20-40-60-80-100-120 550.0549.2547.8546.1-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-7.50553.37Hinge29.00552.94Ditch_Out37.00550.94Back_Curb-35.50552.71Sidewalk_In-43.50552.87Sidewalk_Out-48.50552.97Daylight-58.76553.30Hinge-58.50553.17Hinge46.50552.93Hinge42.74552.86EP-33.00552.37EP-8.00552.87PCL0.00553.03Daylight62.19545.09Back_Curb-7.50552.20Hinge29.00551.77Ditch_Out37.00549.77Back_Curb-35.50551.53Sidewalk_In-43.50551.69Sidewalk_Out-48.50551.79Daylight-58.94552.21Hinge-58.50551.99Hinge46.50551.76Hinge42.74551.68EP-33.00551.20EP-8.00551.70PCL0.00551.86Daylight63.30543.36Back_Curb-7.50551.03Hinge29.00550.60Ditch_Out37.00548.60Back_Curb-35.50550.36Sidewalk_In-43.50550.52Sidewalk_Out-48.50550.62Daylight-59.66551.40Hinge-58.50550.82Hinge46.50550.59Hinge42.74550.51EP-33.00550.03EP-8.00550.53PCL0.00550.69Daylight63.56542.05Back_Curb-7.50549.85Hinge29.00549.42Ditch_Out37.00547.42Back_Curb-35.50549.19Sidewalk_In-43.50549.35Sidewalk_Out-48.50549.45Daylight-60.94550.87Hinge-58.50549.65Hinge46.50549.41Hinge42.74549.34EP-33.00548.85EP-8.00549.35PCL0.00549.51Daylight62.39541.47XS-09 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:02AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 34+50 532 536 540 544 548 552 556 560 564 568 532 536 540 544 548 552 556 560 564 568 0 20 40 60 80 100 1200-20-40-60-80-100-120 34+75 528 532 536 540 544 548 552 556 560 564 528 532 536 540 544 548 552 556 560 564 0 20 40 60 80 100 1200-20-40-60-80-100-120 35+00 528 532 536 540 544 548 552 556 560 564 528 532 536 540 544 548 552 556 560 564 0 20 40 60 80 100 1200-20-40-60-80-100-120 35+25 528 532 536 540 544 548 552 556 560 528 532 536 540 544 548 552 556 560 0 20 40 60 80 100 1200-20-40-60-80-100-120 544.6543.6542.8539.7-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-7.50548.68Hinge29.00548.25Ditch_Out37.00546.25Back_Curb-35.50548.01Sidewalk_In-43.50548.17Sidewalk_Out-48.50548.27Daylight-62.75550.60Hinge-58.50548.47Hinge46.50548.24Hinge42.74548.16EP-33.00547.68EP-8.00548.18PCL0.00548.34Daylight61.02540.98Back_Curb-7.50547.48Hinge29.00547.05Ditch_Out37.00545.05Back_Curb-35.50546.81Sidewalk_In-43.50546.97Sidewalk_Out-48.50547.07Daylight-63.67549.86Hinge-58.50547.27Hinge46.50547.04Hinge42.74546.96EP-33.00546.48EP-8.00546.98PCL0.00547.14Daylight58.25541.16Back_Curb-7.50546.21Hinge29.00545.78Ditch_Out37.00543.78Back_Curb-35.50545.54Sidewalk_In-43.50545.70Sidewalk_Out-48.50545.80Daylight-63.80548.65Hinge-58.50546.00Hinge46.50545.77Hinge42.74545.70EP-33.00545.21EP-8.00545.71PCL0.00545.87Daylight55.78541.13Back_Curb-7.50544.88Hinge29.00544.45Ditch_Out37.00542.45Back_Curb-35.50544.22Sidewalk_In-43.50544.38Sidewalk_Out-48.50544.48Daylight-59.18544.34Hinge-58.50544.68Hinge46.50544.44Hinge42.74544.37EP-33.00543.88EP-8.00544.38PCL0.00544.54Daylight52.82541.28XS-10 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:02AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 35+50 524 528 532 536 540 544 548 552 556 560 524 528 532 536 540 544 548 552 556 560 0 20 40 60 80 100 1200-20-40-60-80-100-120 35+75 524 528 532 536 540 544 548 552 556 560 524 528 532 536 540 544 548 552 556 560 0 20 40 60 80 100 1200-20-40-60-80-100-120 36+00 520 524 528 532 536 540 544 548 552 556 560 520 524 528 532 536 540 544 548 552 556 560 0 20 40 60 80 100 1200-20-40-60-80-100-120 36+25 520 524 528 532 536 540 544 548 552 556 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 536.5533.2535.0536.0-2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 Back_Curb-7.50543.50Hinge29.00543.07Ditch_Out37.00541.07Back_Curb-35.50542.83Sidewalk_In-43.50542.99Sidewalk_Out-48.50543.09Daylight-65.29539.90Hinge-58.50543.29Hinge46.50543.06Hinge42.74542.98EP-33.00542.50EP-8.00543.00PCL0.00543.16Daylight50.28541.16Back_Curb-7.50542.05Hinge29.00541.62Ditch_Out37.00539.62Back_Curb-35.50541.38Sidewalk_In-43.50541.54Sidewalk_Out-48.50541.64Daylight-71.63535.28Hinge-58.50541.84Hinge46.50541.61Hinge42.74541.53EP-33.00541.05EP-8.00541.55PCL0.00541.71Ditch_Out50.50539.61Daylight54.71541.71Back_Curb-7.50540.54Hinge29.00540.11Ditch_Out37.00538.11Back_Curb-35.50539.87Sidewalk_In-43.50540.03Sidewalk_Out-48.50540.13Daylight-70.51534.32Hinge-58.50540.33Hinge46.50540.10Hinge42.74540.02EP-33.00539.54EP-8.00540.04PCL0.00540.20Ditch_Out50.50538.10Daylight59.12542.41Back_Curb-7.50538.96Hinge29.00538.53Ditch_Out37.00536.53Back_Curb-35.50538.30Sidewalk_In-43.50538.46Sidewalk_Out-48.50538.56Daylight-70.71532.65Hinge-58.50538.76Hinge46.50538.52Hinge42.74538.45EP-33.00537.96EP-8.00538.46PCL0.00538.62Ditch_Out50.50536.52Daylight62.84542.69XS-11 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:03AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 36+50 520 524 528 532 536 540 544 548 552 556 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 36+75 516 520 524 528 532 536 540 544 548 552 516 520 524 528 532 536 540 544 548 552 0 20 40 60 80 100 1200-20-40-60-80-100-120 37+00 516 520 524 528 532 536 540 544 548 516 520 524 528 532 536 540 544 548 0 20 40 60 80 100 1200-20-40-60-80-100-120 37+25 516 520 524 528 532 536 540 544 548 552 516 520 524 528 532 536 540 544 548 552 0 20 40 60 80 100 1200-20-40-60-80-100-120 537.0536.9534.4532.5-2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 2 :1 Back_Curb-7.50537.33Hinge29.00536.90Ditch_Out37.00534.90Back_Curb-35.50536.66Sidewalk_In-43.50536.82Sidewalk_Out-48.50536.92Daylight-72.35530.20Hinge-58.50537.12Hinge46.50536.89Hinge42.74536.82EP-33.00536.33EP-8.00536.83PCL0.00536.99Ditch_Out50.50534.89Daylight66.54542.91Back_Curb-7.50535.67Hinge29.00535.24Ditch_Out37.00533.24Back_Curb-35.50535.00Sidewalk_In-43.50535.16Sidewalk_Out-48.50535.26Daylight-73.64527.89Hinge-58.50535.46Hinge46.50535.23Hinge42.74535.15EP-33.00534.67EP-8.00535.17PCL0.00535.33Ditch_Out50.50533.23Daylight65.20540.58Back_Curb-7.50534.00Hinge29.00533.57Ditch_Out37.00531.57Back_Curb-35.50533.34Sidewalk_In-43.50533.50Sidewalk_Out-48.50533.60Daylight-73.42526.34Hinge-58.50533.80Hinge46.50533.56Hinge42.74533.49EP-33.00533.00EP-8.00533.50PCL0.00533.66Ditch_Out50.50531.56Daylight60.71536.67Back_Curb-7.50532.34Hinge29.00531.91Ditch_Out37.00529.91Back_Curb-35.50531.67Sidewalk_In-43.50531.83Sidewalk_Out-48.50531.93Daylight-71.59525.59Hinge-58.50532.13Hinge46.50531.90Hinge42.74531.82EP-33.00531.34EP-8.00531.84PCL0.00532.00Ditch_Out50.50529.90Daylight61.37535.33XS-12 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:03AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 37+50 512 516 520 524 528 532 536 540 544 548 552 512 516 520 524 528 532 536 540 544 548 552 0 20 40 60 80 100 1200-20-40-60-80-100-120 37+75 512 516 520 524 528 532 536 540 544 548 552 556 512 516 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 38+00 512 516 520 524 528 532 536 540 544 548 552 556 512 516 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 38+25 508 512 516 520 524 528 532 536 540 544 548 552 556 508 512 516 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 531.0530.3529.7529.5-2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50530.67Hinge29.00530.24Ditch_Out37.00528.24Back_Curb-35.50530.01Sidewalk_In-43.50530.17Sidewalk_Out-48.50530.27Daylight-71.49523.98Hinge-58.50530.47Hinge46.50530.23Hinge42.74530.16EP-33.00529.67EP-8.00530.17PCL0.00530.33Daylight56.43535.20Back_Curb-7.50529.01Hinge29.00528.58Ditch_Out37.00526.58Back_Curb-35.50528.34Sidewalk_In-43.50528.50Sidewalk_Out-48.50528.60Daylight-69.14523.48Hinge-58.50528.80Hinge46.50528.57Hinge42.74528.50EP-33.00528.01EP-8.00528.51PCL0.00528.67Daylight64.06537.35Back_Curb-7.50527.35Hinge29.00526.92Ditch_Out37.00524.92Back_Curb-35.50526.68Sidewalk_In-43.50526.84Sidewalk_Out-48.50526.94Daylight-67.54522.62Hinge-58.50527.14Hinge46.50526.91Hinge42.74526.83EP-33.00526.35EP-8.00526.85PCL0.00527.01Daylight72.21539.76Back_Curb-7.50525.68Hinge29.00525.25Ditch_Out37.00523.25Back_Curb-35.50525.02Sidewalk_In-43.50525.18Sidewalk_Out-48.50525.28Daylight-62.44523.51Hinge-58.50525.48Hinge46.50525.24Hinge42.74525.17EP-33.00524.68EP-8.00525.18PCL0.00525.34Daylight80.63542.31XS-13 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:03AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 38+50 508 512 516 520 524 528 532 536 540 544 548 552 556 508 512 516 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 38+75 508 512 516 520 524 528 532 536 540 544 548 552 556 508 512 516 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 39+00 508 512 516 520 524 528 532 536 540 544 548 552 556 508 512 516 520 524 528 532 536 540 544 548 552 556 0 20 40 60 80 100 1200-20-40-60-80-100-120 529.1528.6528.0-2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50524.02Hinge29.00523.59Ditch_Out37.00521.59Back_Curb-35.50523.35Sidewalk_In-43.50523.51Sidewalk_Out-48.50523.61Daylight-62.47521.83Hinge-58.50523.81Hinge46.50523.58Hinge42.74523.50EP-33.00523.02EP-8.00523.52PCL0.00523.68Daylight86.60543.63Back_Curb-7.50522.35Hinge29.00521.92Ditch_Out37.00519.92Back_Curb-35.50521.69Sidewalk_In-43.50521.85Sidewalk_Out-48.50521.95Daylight-61.01520.89Hinge-58.50522.15Hinge46.50521.91Hinge42.74521.84EP-33.00521.35EP-8.00521.85PCL0.00522.01Daylight90.46543.90Back_Curb-7.50520.69Hinge29.00520.26Ditch_Out37.00518.26Back_Curb-35.50520.02Sidewalk_In-43.50520.18Sidewalk_Out-48.50520.28Daylight-61.37519.05Hinge-58.50520.48Hinge46.50520.25Hinge42.74520.18EP-33.00519.69EP-8.00520.19PCL0.00520.35Daylight88.66541.33XS-14 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:04AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 39+25 508 512 516 520 524 528 532 536 540 544 548 552 508 512 516 520 524 528 532 536 540 544 548 552 0 20 40 60 80 100 1200-20-40-60-80-100-120 39+50 504 508 512 516 520 524 528 532 536 540 544 548 552 504 508 512 516 520 524 528 532 536 540 544 548 552 0 20 40 60 80 100 1200-20-40-60-80-100-120 39+75 500 504 508 512 516 520 524 528 532 536 540 544 548 552 500 504 508 512 516 520 524 528 532 536 540 544 548 552 0 20 40 60 80 100 1200-20-40-60-80-100-120 526.8525.4524.3-2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50519.03Hinge29.00518.60Ditch_Out37.00516.60Back_Curb-35.50518.36Sidewalk_In-43.50518.52Sidewalk_Out-48.50518.62Daylight-60.99517.57Hinge-58.50518.82Hinge46.50518.59Hinge42.74518.51EP-33.00518.03EP-8.00518.53PCL0.00518.69Daylight86.08538.38Back_Curb-7.50517.36Hinge29.00516.93Ditch_Out37.00514.93Back_Curb-35.50516.70Sidewalk_In-43.50516.86Sidewalk_Out-48.50516.96Daylight-59.26516.78Hinge-58.50517.16Hinge46.50516.92Hinge42.74516.85EP-33.00516.36EP-8.00516.86PCL0.00517.02Daylight86.14536.74Back_Curb-7.50515.70Hinge29.00515.27Ditch_Out37.00513.27Back_Curb-35.50515.03Sidewalk_In-43.50515.19Sidewalk_Out-48.50515.29Daylight-58.88515.30Hinge-58.50515.49Hinge46.50515.26Hinge42.74515.18EP-33.00514.70EP-8.00515.20PCL0.00515.36Daylight88.74536.38XS-15 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:04AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 40+00 496 500 504 508 512 516 520 524 528 532 536 540 544 548 496 500 504 508 512 516 520 524 528 532 536 540 544 548 0 20 40 60 80 100 1200-20-40-60-80-100-120 40+25 492 496 500 504 508 512 516 520 524 528 532 536 540 544 548 492 496 500 504 508 512 516 520 524 528 532 536 540 544 548 0 20 40 60 80 100 1200-20-40-60-80-100-120 40+50 488 492 496 500 504 508 512 516 520 524 528 532 536 540 544 488 492 496 500 504 508 512 516 520 524 528 532 536 540 544 0 20 40 60 80 100 1200-20-40-60-80-100-120 524.1523.7522.1-2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50514.03Hinge29.00513.60Ditch_Out37.00511.60Back_Curb-35.50513.37Sidewalk_In-43.50513.53Sidewalk_Out-48.50513.63Daylight-59.15513.50Hinge-58.50513.83Hinge46.50513.59Hinge42.74513.52EP-33.00513.03EP-8.00513.53PCL0.00513.69Daylight91.18535.93Back_Curb-7.50512.37Hinge29.00511.94Ditch_Out37.00509.94Back_Curb-35.50511.70Sidewalk_In-43.50511.86Sidewalk_Out-48.50511.96Daylight-61.63510.60Hinge-58.50512.16Hinge46.50511.93Hinge42.74511.86EP-33.00511.37EP-8.00511.87PCL0.00512.03Daylight93.86535.61Back_Curb-7.50510.71Hinge29.00510.28Ditch_Out37.00508.28Back_Curb-35.50510.04Sidewalk_In-43.50510.20Sidewalk_Out-48.50510.30Daylight-63.34508.08Hinge-58.50510.50Hinge46.50510.27Hinge42.74510.19EP-33.00509.71EP-8.00510.21PCL0.00510.37Daylight89.91531.97XS-16 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:04AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 40+75 484 488 492 496 500 504 508 512 516 520 524 528 532 536 540 484 488 492 496 500 504 508 512 516 520 524 528 532 536 540 0 20 40 60 80 100 1200-20-40-60-80-100-120 41+00 484 488 492 496 500 504 508 512 516 520 524 528 532 536 540 484 488 492 496 500 504 508 512 516 520 524 528 532 536 540 0 20 40 60 80 100 1200-20-40-60-80-100-120 41+25 484 488 492 496 500 504 508 512 516 520 524 528 532 536 484 488 492 496 500 504 508 512 516 520 524 528 532 536 0 20 40 60 80 100 1200-20-40-60-80-100-120 520.6519.3515.8-2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50509.04Hinge29.00508.61Ditch_Out37.00506.61Back_Curb-35.50508.38Sidewalk_In-43.50508.54Sidewalk_Out-48.50508.64Daylight-58.62508.78Hinge-58.50508.84Hinge46.50508.60Hinge42.74508.53EP-33.00508.04EP-8.00508.54PCL0.00508.70Daylight88.65529.68Back_Curb-7.50507.41Hinge29.00506.98Ditch_Out37.00504.98Back_Curb-35.50506.75Sidewalk_In-43.50506.91Sidewalk_Out-48.50507.01Daylight-59.55507.73Hinge-58.50507.21Hinge46.50506.97Hinge42.74506.90EP-33.00506.41EP-8.00506.91PCL0.00507.07Daylight87.01527.23Back_Curb-7.50505.86Hinge29.00505.43Ditch_Out37.00503.43Back_Curb-35.50505.19Sidewalk_In-43.50505.35Sidewalk_Out-48.50505.45Daylight-59.91506.36Hinge-58.50505.65Hinge46.50505.42Hinge42.74505.34EP-33.00504.86EP-8.00505.36PCL0.00505.52Daylight85.19524.76XS-17 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:04AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 41+50 480 484 488 492 496 500 504 508 512 516 520 524 528 532 536 480 484 488 492 496 500 504 508 512 516 520 524 528 532 536 0 20 40 60 80 100 1200-20-40-60-80-100-120 41+75 480 484 488 492 496 500 504 508 512 516 520 524 528 532 480 484 488 492 496 500 504 508 512 516 520 524 528 532 0 20 40 60 80 100 1200-20-40-60-80-100-120 42+00 480 484 488 492 496 500 504 508 512 516 520 524 528 532 480 484 488 492 496 500 504 508 512 516 520 524 528 532 0 20 40 60 80 100 1200-20-40-60-80-100-120 515.1515.1515.0-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50504.37Hinge29.00503.94Ditch_Out37.00501.94Back_Curb-35.50503.71Sidewalk_In-43.50503.87Sidewalk_Out-48.50503.97Daylight-61.09505.46Hinge-58.50504.17Hinge46.50503.93Hinge42.74503.86EP-33.00503.37EP-8.00503.87PCL0.00504.03Daylight84.18522.77Back_Curb-7.50502.96Hinge29.00502.53Ditch_Out37.00500.53Back_Curb-35.50502.29Sidewalk_In-43.50502.45Sidewalk_Out-48.50502.55Daylight-62.11504.56Hinge-58.50502.75Hinge46.50502.52Hinge42.74502.44EP-33.00501.96EP-8.00502.46PCL0.00502.62Daylight83.19520.86Back_Curb-7.50501.62Hinge29.00501.19Ditch_Out37.00499.19Back_Curb-35.50500.95Sidewalk_In-43.50501.11Sidewalk_Out-48.50501.21Daylight-63.14503.73Hinge-58.50501.41Hinge46.50501.18Hinge42.74501.10EP-33.00500.62EP-8.00501.12PCL0.00501.28Daylight83.17519.51XS-18 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:05AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 42+25 480 484 488 492 496 500 504 508 512 516 520 524 528 480 484 488 492 496 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 42+50 480 484 488 492 496 500 504 508 512 516 520 524 528 480 484 488 492 496 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 42+75 480 484 488 492 496 500 504 508 512 516 520 524 528 480 484 488 492 496 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 514.6514.2514.0-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50500.34Hinge29.00499.91Ditch_Out37.00497.91Back_Curb-35.50499.68Sidewalk_In-43.50499.84Sidewalk_Out-48.50499.94Daylight-64.26503.02Hinge-58.50500.14Hinge46.50499.90Hinge42.74499.83EP-33.00499.34EP-8.00499.84PCL0.00500.00Daylight83.14518.23Back_Curb-7.50499.14Hinge29.00498.71Ditch_Out37.00496.71Back_Curb-35.50498.48Sidewalk_In-43.50498.64Sidewalk_Out-48.50498.74Daylight-65.38502.38Hinge-58.50498.94Hinge46.50498.70Hinge42.74498.63EP-33.00498.14EP-8.00498.64PCL0.00498.80Daylight83.56517.24Back_Curb-7.50498.02Hinge29.00497.59Ditch_Out37.00495.59Back_Curb-35.50497.35Sidewalk_In-43.50497.51Sidewalk_Out-48.50497.61Daylight-65.84501.48Hinge-58.50497.81Hinge46.50497.58Hinge42.74497.50EP-33.00497.02EP-8.00497.52PCL0.00497.68Daylight83.51516.08XS-19 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:05AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 43+00 480 484 488 492 496 500 504 508 512 516 520 524 480 484 488 492 496 500 504 508 512 516 520 524 0 20 40 60 80 100 1200-20-40-60-80-100-120 43+25 480 484 488 492 496 500 504 508 512 516 520 524 480 484 488 492 496 500 504 508 512 516 520 524 0 20 40 60 80 100 1200-20-40-60-80-100-120 43+50 480 484 488 492 496 500 504 508 512 516 520 480 484 488 492 496 500 504 508 512 516 520 0 20 40 60 80 100 1200-20-40-60-80-100-120 43+75 480 484 488 492 496 500 504 508 512 516 520 480 484 488 492 496 500 504 508 512 516 520 0 20 40 60 80 100 1200-20-40-60-80-100-120 513.5511.5509.8508.5-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50496.96Hinge29.00496.53Ditch_Out37.00494.53Back_Curb-35.50496.29Sidewalk_In-43.50496.45Sidewalk_Out-48.50496.55Daylight-66.28500.64Hinge-58.50496.75Hinge46.50496.52Hinge42.74496.44EP-33.00495.96EP-8.00496.46PCL0.00496.62Daylight82.37514.46Back_Curb-7.50495.97Hinge29.00495.54Ditch_Out37.00493.54Back_Curb-35.50495.31Sidewalk_In-43.50495.47Sidewalk_Out-48.50495.57Daylight-66.75499.89Hinge-58.50495.77Hinge46.50495.53Hinge42.74495.46EP-33.00494.97EP-8.00495.47PCL0.00495.63Daylight80.88512.72Back_Curb-7.50495.06Hinge29.00494.63Ditch_Out37.00492.63Back_Curb-35.50494.39Sidewalk_In-43.50494.55Sidewalk_Out-48.50494.65Daylight-67.31499.26Hinge-58.50494.85Hinge46.50494.62Hinge42.74494.54EP-33.00494.06EP-8.00494.56PCL0.00494.72Daylight79.38511.06Back_Curb-7.50494.22Hinge29.00493.79Ditch_Out37.00491.79Back_Curb-35.50493.55Sidewalk_In-43.50493.71Sidewalk_Out-48.50493.81Daylight-67.86498.69Hinge-58.50494.01Hinge46.50493.78Hinge42.74493.70EP-33.00493.22EP-8.00493.72PCL0.00493.88Daylight77.71509.38XS-20 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:05AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 44+00 480 484 488 492 496 500 504 508 512 516 520 480 484 488 492 496 500 504 508 512 516 520 0 20 40 60 80 100 1200-20-40-60-80-100-120 44+25 476 480 484 488 492 496 500 504 508 512 516 476 480 484 488 492 496 500 504 508 512 516 0 20 40 60 80 100 1200-20-40-60-80-100-120 44+50 472 476 480 484 488 492 496 500 504 508 512 472 476 480 484 488 492 496 500 504 508 512 0 20 40 60 80 100 1200-20-40-60-80-100-120 44+75 468 472 476 480 484 488 492 496 500 504 508 512 468 472 476 480 484 488 492 496 500 504 508 512 0 20 40 60 80 100 1200-20-40-60-80-100-120 505.7502.9499.6495.4-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50493.45Hinge29.00493.02Ditch_Out37.00491.02Back_Curb-35.50492.78Sidewalk_In-43.50492.94Sidewalk_Out-48.50493.04Daylight-67.16497.57Hinge-58.50493.24Hinge46.50493.01Hinge42.74492.93EP-33.00492.45EP-8.00492.95PCL0.00493.11Daylight75.47507.49Back_Curb-7.50492.75Hinge29.00492.32Ditch_Out37.00490.32Back_Curb-35.50492.08Sidewalk_In-43.50492.24Sidewalk_Out-48.50492.34Daylight-66.03496.30Hinge-58.50492.54Hinge46.50492.31Hinge42.74492.23EP-33.00491.75EP-8.00492.25PCL0.00492.41Daylight72.54505.33Back_Curb-7.50492.08Hinge29.00491.65Ditch_Out37.00489.65Back_Curb-35.50491.42Sidewalk_In-43.50491.58Sidewalk_Out-48.50491.68Daylight-60.82493.04Hinge-58.50491.88Hinge46.50491.64Hinge42.74491.57EP-33.00491.08EP-8.00491.58PCL0.00491.74Daylight68.05502.42Back_Curb-7.50491.42Hinge29.00490.99Ditch_Out37.00488.99Back_Curb-35.50490.75Sidewalk_In-43.50490.91Sidewalk_Out-48.50491.01Daylight-67.57486.68Hinge-58.50491.21Hinge46.50490.98Hinge42.74490.90EP-33.00490.42EP-8.00490.92PCL0.00491.08Daylight62.57499.01XS-21 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:06AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 45+00 464 468 472 476 480 484 488 492 496 500 504 508 464 468 472 476 480 484 488 492 496 500 504 508 0 20 40 60 80 100 1200-20-40-60-80-100-120 45+25 460 464 468 472 476 480 484 488 492 496 500 504 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 45+50 456 460 464 468 472 476 480 484 488 492 496 500 456 460 464 468 472 476 480 484 488 492 496 500 0 20 40 60 80 100 1200-20-40-60-80-100-120 45+75 456 460 464 468 472 476 480 484 488 492 496 500 456 460 464 468 472 476 480 484 488 492 496 500 0 20 40 60 80 100 1200-20-40-60-80-100-120 488.1482.0476.6471.6-2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-7.50490.75Hinge29.00490.32Ditch_Out37.00488.32Back_Curb-35.50490.09Sidewalk_In-43.50490.25Sidewalk_Out-48.50490.35Daylight-84.31477.64Hinge-58.50490.55Hinge46.50490.31Hinge42.74490.24EP-33.00489.75EP-8.00490.25PCL0.00490.41Daylight54.82494.47Back_Curb-7.50490.09Hinge29.00489.66Ditch_Out37.00487.66Back_Curb-35.50489.42Sidewalk_In-43.50489.58Sidewalk_Out-48.50489.68Daylight-95.37471.45Hinge-58.50489.88Hinge46.50489.65Hinge42.74489.57EP-33.00489.09EP-8.00489.59PCL0.00489.75Daylight49.98487.91Back_Curb-7.50489.46Hinge29.00489.03Ditch_Out37.00487.03Back_Curb-35.50488.80Sidewalk_In-43.50488.96Sidewalk_Out-48.50489.06Daylight-100.26468.38Hinge-58.50489.26Hinge46.50489.02Hinge42.74488.95EP-33.00488.46EP-8.00488.96PCL0.00489.12Daylight57.59483.48Back_Curb-7.50488.91Hinge29.00488.48Ditch_Out37.00486.48Back_Curb-35.50488.25Sidewalk_In-43.50488.41Sidewalk_Out-48.50488.51Daylight-106.07464.92Hinge-58.50488.71Hinge46.50488.47Hinge42.74488.40EP-33.00487.91EP-8.00488.41PCL0.00488.57Daylight66.35478.55XS-22 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:06AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 46+00 452 456 460 464 468 472 476 480 484 488 492 496 500 452 456 460 464 468 472 476 480 484 488 492 496 500 0 20 40 60 80 100 1200-20-40-60-80-100-120 46+25 452 456 460 464 468 472 476 480 484 488 492 496 500 452 456 460 464 468 472 476 480 484 488 492 496 500 0 20 40 60 80 100 1200-20-40-60-80-100-120 46+50 452 456 460 464 468 472 476 480 484 488 492 496 452 456 460 464 468 472 476 480 484 488 492 496 0 20 40 60 80 100 1200-20-40-60-80-100-120 46+75 452 456 460 464 468 472 476 480 484 488 492 496 452 456 460 464 468 472 476 480 484 488 492 496 0 20 40 60 80 100 1200-20-40-60-80-100-120 468.1465.9464.7464.1-2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-7.50488.44Hinge29.00488.01Ditch_Out37.00486.01Back_Curb-35.50487.77Sidewalk_In-43.50487.93Sidewalk_Out-48.50488.03Daylight-101.52466.72Hinge-58.50488.23Hinge46.50488.00Hinge42.74487.93EP-33.00487.44EP-8.00487.94PCL0.00488.10Daylight74.35474.07Back_Curb-7.50488.04Hinge29.00487.61Ditch_Out37.00485.61Back_Curb-35.50487.38Sidewalk_In-43.50487.54Sidewalk_Out-48.50487.64Daylight-98.67467.75Hinge-58.50487.84Hinge46.50487.60Hinge42.74487.53EP-33.00487.04EP-8.00487.54PCL0.00487.70Daylight82.16469.77Back_Curb-7.50487.72Hinge29.00487.29Ditch_Out37.00485.29Back_Curb-35.50487.06Sidewalk_In-43.50487.22Sidewalk_Out-48.50487.32Daylight-96.99468.27Hinge-58.50487.52Hinge46.50487.28Hinge42.74487.21EP-33.00486.72EP-8.00487.22PCL0.00487.38Daylight88.69466.19Back_Curb-7.50487.48Hinge29.00487.05Ditch_Out37.00485.05Back_Curb-35.50486.81Sidewalk_In-43.50486.97Sidewalk_Out-48.50487.07Daylight-94.43469.31Hinge-58.50487.27Hinge46.50487.04Hinge42.74486.97EP-33.00486.48EP-8.00486.98PCL0.00487.14Daylight92.22464.18XS-23 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:06AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 47+00 452 456 460 464 468 472 476 480 484 488 492 496 452 456 460 464 468 472 476 480 484 488 492 496 0 20 40 60 80 100 1200-20-40-60-80-100-120 47+25 448 452 456 460 464 468 472 476 480 484 488 492 496 500 448 452 456 460 464 468 472 476 480 484 488 492 496 500 0 20 40 60 80 100 1200-20-40-60-80-100-120 47+50 452 456 460 464 468 472 476 480 484 488 492 496 500 504 452 456 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 461.0465.0471.9-2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 -2 :1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1-2 :1 2.00%2.00% 3 :1 -2.00% -2:1 Back_Curb-7.50487.31Hinge29.00486.88Ditch_Out37.00484.88Back_Curb-35.50486.65Sidewalk_In-43.50486.81Sidewalk_Out-48.50486.91Daylight-88.35472.18Hinge-58.50487.11Hinge46.50486.87Hinge42.74486.80EP-33.00486.31EP-8.00486.81PCL0.00486.97Daylight96.04462.10Back_Curb-7.50487.22Hinge29.00486.79Ditch_Out37.00484.79Back_Curb-35.50486.56Sidewalk_In-43.50486.72Sidewalk_Out-48.50486.82Daylight-77.45477.54Hinge-58.50487.02Hinge46.50486.78Hinge42.74486.71EP-33.00486.22EP-8.00486.72PCL0.00486.88Daylight103.61458.23Back_Curb-7.50487.21Hinge29.00486.78Ditch_Out37.00484.78Back_Curb-35.50486.54Sidewalk_In-43.50486.70Sidewalk_Out-48.50486.80Daylight-65.78483.36Hinge-58.50487.00Hinge46.50486.77Hinge42.74486.69EP-33.00486.21EP-8.00486.71PCL0.00486.87Daylight93.51463.26XS-24 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:06AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 47+75 456 460 464 468 472 476 480 484 488 492 496 500 504 508 456 460 464 468 472 476 480 484 488 492 496 500 504 508 0 20 40 60 80 100 1200-20-40-60-80-100-120 48+00 460 464 468 472 476 480 484 488 492 496 500 504 508 512 460 464 468 472 476 480 484 488 492 496 500 504 508 512 0 20 40 60 80 100 1200-20-40-60-80-100-120 48+25 464 468 472 476 480 484 488 492 496 500 504 508 512 516 464 468 472 476 480 484 488 492 496 500 504 508 512 516 0 20 40 60 80 100 1200-20-40-60-80-100-120 480.5487.4492.8-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% -2:1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%-2:1 Back_Curb-7.50487.27Hinge29.00486.84Ditch_Out37.00484.84Back_Curb-35.50486.60Sidewalk_In-43.50486.76Sidewalk_Out-48.50486.86Daylight-65.91490.77Hinge-58.50487.06Hinge46.50486.83Hinge42.74486.75EP-33.00486.27EP-8.00486.77PCL0.00486.93Daylight80.07470.04Back_Curb-7.50487.41Hinge29.00486.98Ditch_Out37.00484.98Back_Curb-35.50486.74Sidewalk_In-43.50486.90Sidewalk_Out-48.50487.00Daylight-80.92498.41Hinge-58.50487.20Hinge46.50486.97Hinge42.74486.89EP-33.00486.41EP-8.00486.91PCL0.00487.07Daylight62.63478.90Back_Curb-7.50487.62Hinge29.00487.19Ditch_Out37.00485.19Back_Curb-35.50486.96Sidewalk_In-43.50487.12Sidewalk_Out-48.50487.22Daylight-89.32502.83Hinge-58.50487.42Hinge46.50487.18Hinge42.74487.11EP-33.00486.62EP-8.00487.12PCL0.00487.28Daylight47.65486.61XS-25 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:07AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 48+50 468 472 476 480 484 488 492 496 500 504 508 512 516 468 472 476 480 484 488 492 496 500 504 508 512 516 0 20 40 60 80 100 1200-20-40-60-80-100-120 48+75 464 468 472 476 480 484 488 492 496 500 504 508 512 516 464 468 472 476 480 484 488 492 496 500 504 508 512 516 0 20 40 60 80 100 1200-20-40-60-80-100-120 49+00 464 468 472 476 480 484 488 492 496 500 504 508 512 516 464 468 472 476 480 484 488 492 496 500 504 508 512 516 0 20 40 60 80 100 1200-20-40-60-80-100-120 496.8500.4502.1-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00%2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 Back_Curb-7.50487.91Hinge29.00487.48Ditch_Out37.00485.48Back_Curb-35.50487.25Sidewalk_In-43.50487.41Sidewalk_Out-48.50487.51Daylight-95.50506.21Hinge-58.50487.71Hinge46.50487.47Hinge42.74487.40EP-33.00486.91EP-8.00487.41PCL0.00487.57Daylight52.31490.38Back_Curb-7.50488.28Hinge29.00487.85Ditch_Out37.00485.85Back_Curb-35.50487.61Sidewalk_In-43.50487.77Sidewalk_Out-48.50487.87Daylight-96.76507.20Hinge-58.50488.07Hinge46.50487.84Hinge42.74487.77EP-33.00487.28EP-8.00487.78PCL0.00487.94Daylight56.81493.00Back_Curb-7.50488.73Hinge29.00488.30Ditch_Out37.00486.30Back_Curb-35.50488.06Sidewalk_In-43.50488.22Sidewalk_Out-48.50488.32Daylight-94.28506.41Hinge-58.50488.52Hinge46.50488.29Hinge42.74488.21EP-33.00487.73EP-8.00488.23PCL0.00488.39Daylight59.29494.68XS-26 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:07AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 49+25 464 468 472 476 480 484 488 492 496 500 504 508 512 464 468 472 476 480 484 488 492 496 500 504 508 512 0 20 40 60 80 100 1200-20-40-60-80-100-120 49+50 460 464 468 472 476 480 484 488 492 496 500 504 508 460 464 468 472 476 480 484 488 492 496 500 504 508 0 20 40 60 80 100 1200-20-40-60-80-100-120 49+75 460 464 468 472 476 480 484 488 492 496 500 504 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 50+00 456 460 464 468 472 476 480 484 488 492 496 500 456 460 464 468 472 476 480 484 488 492 496 500 0 20 40 60 80 100 1200-20-40-60-80-100-120 501.6499.3495.3487.2-2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00%-2.00% -4:1 2:1 2.00%2.00% 3 :1 -2.00% 2 :1 -2.00% -4:1 -1.97%-1.97%2.00%2:1 3 :1 2.00%2 :1 -2.00% -4:1 -1.36%-1.36%2.00%-2 :1 3 :1 2.00% -2:1 Back_Curb-7.50489.25Hinge29.00488.82Ditch_Out37.00486.82Back_Curb-35.50488.58Sidewalk_In-43.50488.74Sidewalk_Out-48.50488.84Daylight-87.84503.71Hinge-58.50489.04Hinge46.50488.81Hinge42.74488.73EP-33.00488.25EP-8.00488.75PCL0.00488.91Daylight58.96495.04Back_Curb-7.50489.84Hinge29.00489.41Ditch_Out37.00487.41Back_Curb-35.50489.18Sidewalk_In-43.50489.34Sidewalk_Out-48.50489.44Daylight-74.70497.74Hinge-58.50489.64Hinge46.50489.40Hinge42.74489.33EP-33.00488.84EP-8.00489.34PCL0.00489.50Daylight54.87493.59Hinge29.00490.34Ditch_Out37.00488.34EP-4.39490.87Back_Curb-35.50490.81Sidewalk_In-43.50490.97Sidewalk_Out-48.50491.07EP-33.00490.48Hinge-58.50491.27Daylight-84.29478.37Hinge46.50490.82Hinge44.30490.78Daylight66.02481.06PCL0.00490.92XS-27 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:07AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 50+25 456 460 464 468 472 476 480 484 488 492 496 500 504 456 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 50+50 460 464 468 472 476 480 484 488 492 496 500 504 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 50+75 460 464 468 472 476 480 484 488 492 496 500 504 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 51+00 460 464 468 472 476 480 484 488 492 496 500 504 460 464 468 472 476 480 484 488 492 496 500 504 0 20 40 60 80 100 1200-20-40-60-80-100-120 479.9475.5473.0474.2-2.00% -4:1 -0.75%-0.75%2.00%-2 :1 3 :1 2.00% -2:1 -2.00% -4:1 -0.14%-0.14%2.00%-2 :1 3 :1 2.00% -2:1 0.47%-2 :1 2.00%2.00% -2:1 -2.00%-2.00% -4:1 3 :1 1.08%-2 :1 2.00%2.00% -2:1 -2.00%-2.00% -4:1 3 :1 Hinge29.00491.17Ditch_Out37.00489.17EP-3.38491.73Back_Curb-35.50491.84Sidewalk_In-43.50492.00Sidewalk_Out-48.50492.10EP-33.00491.50Hinge-58.50492.30Daylight-84.65479.22Hinge46.50491.65Hinge44.30491.61Daylight84.47472.67PCL0.00491.75Hinge29.00492.07Ditch_Out37.00490.07EP-1.89492.65Back_Curb-35.50492.94Sidewalk_In-43.50493.10Sidewalk_Out-48.50493.20EP-33.00492.61Hinge-58.50493.40Daylight-91.99476.65Hinge46.50492.55Hinge44.30492.51Daylight91.52470.04PCL0.00492.65XS-28 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:08AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 51+25 464 468 472 476 480 484 488 492 496 500 504 508 464 468 472 476 480 484 488 492 496 500 504 508 0 20 40 60 80 100 1200-20-40-60-80-100-120 51+50 468 472 476 480 484 488 492 496 500 504 508 468 472 476 480 484 488 492 496 500 504 508 0 20 40 60 80 100 1200-20-40-60-80-100-120 51+75 468 472 476 480 484 488 492 496 500 504 508 468 472 476 480 484 488 492 496 500 504 508 0 20 40 60 80 100 1200-20-40-60-80-100-120 52+00 472 476 480 484 488 492 496 500 504 508 512 472 476 480 484 488 492 496 500 504 508 512 0 20 40 60 80 100 1200-20-40-60-80-100-120 477.3479.7482.0484.51.69%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00% -4:1 3 :1 2.00%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00% -4:1 3 :1 2.00%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00% -4:1 3 :1 2.00%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00% -4:1 3 :1 Back_Curb-35.50496.71Sidewalk_In-43.50496.87Sidewalk_Out-48.50496.97Daylight-87.51482.67Hinge-58.50497.17Hinge46.51495.72Hinge44.51495.68Daylight85.87476.04Hinge29.01495.24Ditch_Out37.01493.24EP-33.00496.38EP5.39495.71PCL0.00495.82Back_Curb-35.50498.02Sidewalk_In-43.50498.18Sidewalk_Out-48.50498.28Daylight-82.23486.62Hinge-58.50498.48Hinge46.56496.93Hinge44.56496.89Daylight85.04477.68Hinge29.06496.45Ditch_Out37.06494.45EP-33.00497.69EP8.13496.86PCL0.00497.03Back_Curb-35.50499.30Sidewalk_In-43.50499.46Sidewalk_Out-48.50499.56Daylight-78.09489.97Hinge-58.50499.76Hinge46.65498.21Hinge44.65498.17Daylight84.45479.31Hinge29.15497.73Ditch_Out37.15495.73EP-33.00498.97EP10.72498.10PCL0.00498.31Back_Curb-35.50500.63Sidewalk_In-43.50500.79Sidewalk_Out-48.50500.89Daylight-74.83492.92Hinge-58.50501.09Hinge46.79499.53Hinge44.79499.49Daylight84.08480.89Hinge29.29499.05Ditch_Out37.29497.05EP-33.00500.29EP13.16499.37PCL0.00499.63XS-29 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:08AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 52+25 472 476 480 484 488 492 496 500 504 508 512 472 476 480 484 488 492 496 500 504 508 512 0 20 40 60 80 100 1200-20-40-60-80-100-120 52+50 476 480 484 488 492 496 500 504 508 512 516 520 476 480 484 488 492 496 500 504 508 512 516 520 0 20 40 60 80 100 1200-20-40-60-80-100-120 52+75 476 480 484 488 492 496 500 504 508 512 516 520 524 476 480 484 488 492 496 500 504 508 512 516 520 524 0 20 40 60 80 100 1200-20-40-60-80-100-120 53+00 480 484 488 492 496 500 504 508 512 516 520 524 480 484 488 492 496 500 504 508 512 516 520 524 0 20 40 60 80 100 1200-20-40-60-80-100-120 487.0491.5494.9499.62.00%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00% -4:1 3 :1 2.00%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 3 :1 2.00%-2 :1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 3 :1 Back_Curb-35.50501.95Sidewalk_In-43.50502.11Sidewalk_Out-48.50502.21Daylight-70.39496.46Hinge-58.50502.41Hinge46.97500.86Hinge44.97500.82Daylight81.55483.57Hinge29.47500.37Ditch_Out37.47498.37EP-33.00501.62EP15.45500.65PCL0.00500.96Back_Curb-35.50503.27Sidewalk_In-43.50503.43Sidewalk_Out-48.50503.53Daylight-65.17500.40Hinge-58.50503.73Hinge47.20502.18Hinge45.20502.14Daylight77.47487.04Hinge29.70501.69Ditch_Out37.70499.69EP-33.00502.94EP17.58501.93PCL0.00502.28Back_Curb-35.50504.60Sidewalk_In-43.50504.76Sidewalk_Out-48.50504.86Daylight-59.64504.49Hinge-58.50505.06Hinge47.47503.50Hinge45.47503.46Daylight72.47491.00Hinge29.97503.00Ditch_Out37.97501.00EP-33.00504.26EP19.56503.21PCL0.00503.60Back_Curb-35.50505.92Sidewalk_In-43.50506.08Sidewalk_Out-48.50506.18Daylight-63.70508.98Hinge-58.50506.38Hinge47.79504.82Hinge45.79504.78Daylight68.97494.23Hinge30.29504.32Ditch_Out38.29502.32EP-33.00505.58EP21.39504.50PCL0.00504.92XS-30 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:08AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 53+25 480 484 488 492 496 500 504 508 512 516 520 524 528 480 484 488 492 496 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 53+50 484 488 492 496 500 504 508 512 516 520 524 528 484 488 492 496 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 53+75 484 488 492 496 500 504 508 512 516 520 524 528 532 484 488 492 496 500 504 508 512 516 520 524 528 532 0 20 40 60 80 100 1200-20-40-60-80-100-120 503.7507.9509.72.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.18% 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.17% 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.16% 3 :1 Back_Curb-35.50507.19Sidewalk_In-43.50507.35Sidewalk_Out-48.50507.45Daylight-68.43512.62Hinge-58.50507.65Hinge48.15506.10Hinge46.15506.06Daylight66.48496.94Back_Curb-7.50506.86Back_Curb3.43506.62Hinge30.65505.59Ditch_Out38.65503.59EP-33.00506.86EP23.06505.74EP3.93506.12EP-8.00506.36PCL0.00506.20Back_Curb-35.50508.37Sidewalk_In-43.50508.53Sidewalk_Out-48.50508.63Daylight-70.93515.05Hinge-58.50508.83Hinge48.55507.28Hinge46.55507.24Daylight65.11499.00Back_Curb-7.50508.04Back_Curb4.35507.78Hinge31.05506.76Ditch_Out39.05504.76EP-33.00508.04EP24.59506.89EP4.85507.28EP-8.00507.54PCL0.00507.38Back_Curb-35.50509.46Sidewalk_In-43.50509.62Sidewalk_Out-48.50509.72Daylight-72.06516.70Hinge-58.50509.92Hinge49.00508.37Hinge47.00508.33Daylight66.54499.60Back_Curb-7.50509.13Back_Curb4.65508.86Hinge31.50507.84Ditch_Out39.50505.84EP-33.00509.13EP25.96507.95EP5.15508.36EP-8.00508.63PCL0.00508.47XS-31 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:08AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 54+00 484 488 492 496 500 504 508 512 516 520 524 528 532 484 488 492 496 500 504 508 512 516 520 524 528 532 0 20 40 60 80 100 1200-20-40-60-80-100-120 54+25 488 492 496 500 504 508 512 516 520 524 528 532 536 488 492 496 500 504 508 512 516 520 524 528 532 536 0 20 40 60 80 100 1200-20-40-60-80-100-120 54+50 488 492 496 500 504 508 512 516 520 524 528 532 536 488 492 496 500 504 508 512 516 520 524 528 532 536 0 20 40 60 80 100 1200-20-40-60-80-100-120 510.4509.9508.82.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.17% 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.18% 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.21% 3 :1 Back_Curb-35.50510.45Sidewalk_In-43.50510.61Sidewalk_Out-48.50510.71Daylight-71.61517.47Hinge-58.50510.91Hinge49.49509.36Hinge47.49509.32Daylight68.78499.72Back_Curb-7.50510.12Back_Curb4.33509.86Hinge31.99508.82Ditch_Out39.99506.82EP-33.00510.12EP27.18508.92EP4.83509.36EP-8.00509.62PCL0.00509.46Back_Curb-35.50511.35Sidewalk_In-43.50511.51Sidewalk_Out-48.50511.61Daylight-75.02520.07Hinge-58.50511.81Hinge50.03510.26Hinge48.03510.22Daylight70.43500.05Back_Curb-7.50511.02Back_Curb3.39510.78Hinge32.52509.71Ditch_Out40.52507.71EP-33.00511.02EP28.24509.79EP3.89510.28EP-8.00510.52PCL0.00510.36Back_Curb-35.50512.15Sidewalk_In-43.50512.31Sidewalk_Out-48.50512.41Daylight-78.35522.54Hinge-58.50512.61Hinge50.60511.06Hinge48.60511.02Daylight70.73501.00Back_Curb-7.50511.82Back_Curb1.82511.61Hinge33.10510.50Ditch_Out41.10508.50EP-33.00511.82EP29.16510.58EP2.32511.11EP-8.00511.32PCL0.00511.16XS-32 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:09AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 54+75 492 496 500 504 508 512 516 520 524 528 532 536 492 496 500 504 508 512 516 520 524 528 532 536 0 20 40 60 80 100 1200-20-40-60-80-100-120 55+00 492 496 500 504 508 512 516 520 524 528 532 536 540 492 496 500 504 508 512 516 520 524 528 532 536 540 0 20 40 60 80 100 1200-20-40-60-80-100-120 55+25 496 500 504 508 512 516 520 524 528 532 536 540 544 496 500 504 508 512 516 520 524 528 532 536 540 544 0 20 40 60 80 100 1200-20-40-60-80-100-120 509.4510.8513.12.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.25% 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.21% 3 :1 2.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.18% 3 :1 Back_Curb-35.61512.87Sidewalk_In-43.61513.03Sidewalk_Out-48.61513.13Daylight-79.73523.88Hinge-58.61513.33Hinge51.22511.77Hinge49.22511.73Daylight69.80502.48Back_Curb-7.61512.53Back_Curb0.40512.35Hinge33.72511.20Ditch_Out41.72509.20EP-33.11512.53EP29.92511.27EP0.90511.85EP-8.11512.03PCL0.00511.87Back_Curb-36.31513.49Sidewalk_In-44.32513.65Sidewalk_Out-49.33513.75Daylight-81.90525.24Hinge-59.33513.95Hinge51.88512.38Hinge49.88512.34Daylight67.41504.62Back_Curb-8.29513.16Back_Curb1.02512.95Hinge34.37511.80Ditch_Out42.37509.80EP-33.81513.16EP30.52511.87EP1.52512.45EP-8.79512.66PCL0.00512.48Back_Curb-37.55514.04Sidewalk_In-45.56514.20Sidewalk_Out-50.56514.30Daylight-97.68533.06Hinge-60.56514.50Hinge52.48512.90Hinge50.48512.86Daylight64.12507.08Back_Curb-9.52513.70Back_Curb1.47513.46Hinge34.98512.30Ditch_Out42.98510.30EP-35.05513.70EP30.98512.38EP1.97512.96EP-10.02513.20PCL0.00513.00XS-33 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:09AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 55+50 496 500 504 508 512 516 520 524 528 532 536 540 544 496 500 504 508 512 516 520 524 528 532 536 540 544 0 20 40 60 80 100 1200-20-40-60-80-100-120 55+75 496 500 504 508 512 516 520 524 528 532 536 540 544 496 500 504 508 512 516 520 524 528 532 536 540 544 0 20 40 60 80 100 1200-20-40-60-80-100-120 56+00 496 500 504 508 512 516 520 524 528 532 536 540 544 496 500 504 508 512 516 520 524 528 532 536 540 544 0 20 40 60 80 100 1200-20-40-60-80-100-120 513.6515.4518.22.00% 2:1 2.00% 2.00% -2:1 -2.00%-2.00%-4:1 2.16% 3 :1 2.00% 2:1 2.00% 2.00%-2:1-2.00%-2.00%-4:1 2.15% 3 :1 2.00% 2:1 2.00% 2.00%2 :1-2.00%-2.00%-4:1 2.14% 2 :1 Back_Curb-38.70514.49Sidewalk_In-46.71514.65Sidewalk_Out-51.71514.75Daylight-101.82535.00Hinge-61.71514.95Hinge52.78513.33Hinge50.78513.29Daylight60.14509.65Back_Curb-10.68514.15Back_Curb1.78513.88Hinge35.31512.72Ditch_Out43.31510.72EP-36.20514.15EP31.28512.80EP2.28513.38EP-11.18513.65PCL0.00513.43Back_Curb-39.68514.84Sidewalk_In-47.68515.00Sidewalk_Out-52.69515.10Daylight-102.09535.00Hinge-62.69515.30Hinge52.93513.66Hinge50.93513.62Daylight54.83512.71Back_Curb-11.66514.50Back_Curb1.93514.21Hinge38.13513.00Ditch_Out44.13511.50EP-37.18514.50EP34.11513.08EP2.43513.71EP-12.16514.00PCL0.00513.76Back_Curb-40.49515.09Sidewalk_In-48.49515.25Sidewalk_Out-53.49515.35Daylight-102.39535.00Hinge-63.49515.55Hinge52.92513.90Hinge50.92513.86Daylight55.02514.94Back_Curb-12.48514.76Back_Curb1.92514.45Hinge40.33513.19Ditch_Out46.33511.69EP-37.99514.76EP36.32513.27EP2.42513.95EP-12.98514.26PCL0.00514.00XS-34 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:09AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 56+25 496 500 504 508 512 516 520 524 528 532 536 540 544 496 500 504 508 512 516 520 524 528 532 536 540 544 0 20 40 60 80 100 1200-20-40-60-80-100-120 56+50 496 500 504 508 512 516 520 524 528 532 536 496 500 504 508 512 516 520 524 528 532 536 0 20 40 60 80 100 1200-20-40-60-80-100-120 520.9519.1514.0513.656+75 500 504 508 512 516 520 524 528 532 500 504 508 512 516 520 524 528 532 0 20 40 60 80 100 1200-20-40-60-80-100-120 57+00 500 504 508 512 516 520 524 528 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 39.05513.02TS39.86515.37TS1.63514.14E/P13.81514.60E/P1.13514.64Back_Curb13.31515.10Back_Curb2.50% 2:1 2.00% 2.00%2 :1 -2.50%-2.00%-4:1 2.67% 3 :1Back_Curb-41.12515.44Sidewalk_In-49.12515.60Sidewalk_Out-54.13515.70Daylight-95.55531.61Hinge-64.13515.90Hinge52.76514.04Hinge50.76514.00Daylight56.20515.76Back_Curb-13.12514.98Back_Curb1.76514.58Hinge41.93513.11Ditch_Out45.93512.11EP-38.62515.10EP37.92513.19EP2.26514.08EP-13.62514.48PCL0.00514.14XS-35 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:09AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI 57+25 500 504 508 512 516 520 524 528 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 57+50 500 504 508 512 516 520 524 528 500 504 508 512 516 520 524 528 0 20 40 60 80 100 1200-20-40-60-80-100-120 513.8513.3XS-36 LEWISCLARKDRIVECROSSSECTIONS1"=10' 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-XS-01x.dwg|Plottedon12/19/201811:10AM|byIanHogan12/19/2018 LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002 A. MABEE J. SHOWALTER C. KOTARSKI