HomeMy WebLinkAboutSUB201800171 Plan - Revision Road Plan and Comps. 2019-07-05SITE DATA:TAX MAP PARCEL: 03200-00-00-006R0SITE ADDRESS: 4211 LEWIS AND CLARK DRIVECHARLOTTESVILLE, VA 22911OWNER: UNIVERSITY OF VIRGINIA FOUNDATIONP.O. BOX 400218CHARLOTTESVILLE, VA 22904ENGINEER:TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COMSITE AREA:455.85 ACRESLIMITS OF DISTURBANCE: 14.65 ACRESZONING:PLANNED DEVELOPMENT INDUSTRIAL PARKMAGISTERIAL DISTRICT: RIOSOURCE OF BOUNDARY AND TOPOGRAPHY:KIRK HUGHES & ASSOCIATESLAND SURVEYORS & PLANNERS220 EAST HIGH STREETCHARLOTTESVILLE, VA 22902(434)296-6942DATE OF SURVEY: OCTOBER 30, 2017DATUM:HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONEVERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: ROAD IN ACCORDANCE WITH COUNTY MASTER PLANWETLAND IMPACTS:AS SHOWNWATER SUPPLY: ACSASANITARY SEWER: ACSADRAINAGE DISTRICT: NORTH FORK RIVANNA RIVERCRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEETS C2.0AND C5.0.THERE IS NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.STORMWATER MANAGEMENT:PER THE DOCUMENT "STORMWATER MANAGEMENT/ BMP ANALYSIS AND FLOODPLAINSTUDY FOR THE UVA RESEARCH PARK AT NORTHFORK" BY DEWBERRY & DAVIS,OCTOBER 1997 THE RESEARCH PARK HAS BEEN MASTER PLANNED FOR STORMWATERMANAGEMENT FOR THE FUTURE BUILD-OUT OF THE RESEARCH PARK.THE MAJORITY OF THIS ROAD PROJECT DRAINS TO THE LARGE WETPOND TO THE EASTTHAT WAS DESIGNED AND CONSTRUCTED TO HANDLE QUANTITY AND QUALITY FOR THEFUTURE BUILD-OUT OF THE RESEARCH PARK INCLUDING THIS ROAD CONNECTION. THISPOND IS REFERRED TO AS POND 1 ON SDP199800043 APPROVED SITE PLAN ANDAS-BUILTS.SEE CALCULATIONS BOOK FOR FULL NARRATIVE, CN COMPARISON CALCULATIONS ANDEXHIBITS.COUNTY OF ALBEMARLE, VIRGINIALEWIS AND CLARK DRIVE ROAD EXTENSION09/24/2018VICINITY 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
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C0.0 COVER.dwg | Plotted on 7/2/2019 10:11 AM | by Chloe Brannock
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC0.0COVER ROAD PLANSUB201800171Sheet List TableSheet NumberSheet TitleC0.0COVERC0.1OVERALL PLANC1.0NOTES AND DETAILSC1.1NOTES AND DETAILSC1.2NOTES AND DETAILSC1.3TYPICAL SECTIONSC1.4TYPICAL SECTIONSC2.0EXISTING CONDITIONSC2.1DEMOLITION PLANC2.2DEMOLITION PLANC3.0EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC3.1EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC3.2EROSION AND SEDIMENT CONTROL NOTES AND DETAILSC3.3EROSION AND SEDIMENT CONTROL PHASE IC3.4EROSION AND SEDIMENT CONTROL PHASE IC3.5EROSION AND SEDIMENT CONTROL PHASE IIC3.6EROSION AND SEDIMENT CONTROL PHASE IIC4.0LAYOUT PLANC4.1LAYOUT PLANC4.2LAYOUT PLANC4.3LAYOUT PLANC4.4ROAD PROFILESC4.5ROAD PROFILESC4.6ROAD PROFILESC4.7WATERLINE PROFILESC4.8WATERLINE PROFILESC4.9WATERLINE PROFILESC5.0GRADING AND DRAINAGE PLANC5.1GRADING AND DRAINAGE PLANC5.2GRADING AND DRAINAGE PLANC5.3GRADING AND DRAINAGE PLANC6.0INLET DRAINAGE AREASC6.1INLET DRAINAGE AREASC7.0CULVERT DRAINAGE AREAS AND DITCH CALCULATIONSC8.0STORMWATER PIPE PROFILESC8.1STORMWATER PIPE PROFILESC8.2STORMWATER PIPE PROFILESC8.3STORMWATER PIPE PROFILESC8.4STORM CULVERT PROFILESC9.0TRAFFIC MANAGEMENT NOTESC9.1TRAFFIC MANAGEMENT DETAILSC10.0MITIGATION PLANL1.0OVERALL LANDSCAPE PLANL2.0LANDSCAPE PLANL2.1LANDSCAPE PLANL2.2LANDSCAPE PLANL2.3LANDSCAPE PLANL3.0LANDSCAPE NOTES AND DETAILSXS-01ROAD CROSS SECTIONSXS-02ROAD CROSS SECTIONSXS-03ROAD CROSS SECTIONSXS-04ROAD CROSS SECTIONSXS-05ROAD CROSS SECTIONSXS-06ROAD CROSS SECTIONSXS-07ROAD CROSS SECTIONSXS-08ROAD CROSS SECTIONSXS-09ROAD CROSS SECTIONSXS-10ROAD CROSS SECTIONSXS-11ROAD CROSS SECTIONSXS-12ROAD CROSS SECTIONSXS-13ROAD CROSS SECTIONSXS-14ROAD CROSS SECTIONSXS-15ROAD CROSS SECTIONSXS-16ROAD CROSS SECTIONSXS-17ROAD CROSS SECTIONSXS-18ROAD CROSS SECTIONSXS-19ROAD CROSS SECTIONSXS-20ROAD CROSS SECTIONSXS-21ROAD CROSS SECTIONSXS-22ROAD CROSS SECTIONSXS-23ROAD CROSS SECTIONSXS-24ROAD CROSS SECTIONSXS-25ROAD CROSS SECTIONSXS-26ROAD CROSS SECTIONSXS-27ROAD CROSS SECTIONSXS-28ROAD CROSS SECTIONSXS-29ROAD CROSS SECTIONSXS-30ROAD CROSS SECTIONSXS-31ROAD CROSS SECTIONSXS-32ROAD CROSS SECTIONSXS-33ROAD CROSS SECTIONSXS-34ROAD CROSS SECTIONSXS-35ROAD CROSS SECTIONSXS-36ROAD CROSS SECTIONSWM1.0WATER SYSTEM HYDRAULIC ANALYSIS- LAYOUT AND RESULTSWM1.1WATER SYSTEM HYDRAULIC ANALYSIS - FLOW TEST RESULTSWIM1.0WATERS OF THE U.S IMPACTS MAPWIM2.0WATERS OF THE U.S IMPACTS MAPWIM3.0WATERS OF THE U.S IMPACTS MAPTOTAL # OF SHEETS = 89 78
STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO
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FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4
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560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600
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496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTMP 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESDB 379-421,PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCKBCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 32-18UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPN20° 41' 26.51"EN22° 51' 49.00"EN13° 53' 47.35"WN15° 15' 59.76"W
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63POND 1. LARGE WET POND DESIGNED ANDAPPROVED PER SDP 19980043 TO HANDLEQUANTITY AND QUALITY FOR THE FULL BUILDOUT OF THE RESEARCH PARK INCONSTRIBUTING DRAINAGE AREAS. SEECALCULATIONS BOOK FOR MORE INFORMATION.1" = 150'NAD 830300'SCALE 1"=150'150'SHEET C4.0SHEET C4.1SHEET C4.2JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C0.1 OVERALL PLAN.dwg | Plotted on 7/1/2019 4:12 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSSHEET C4.3C0.1OVERALL PLAN
N.A.
GENERAL NOTES
1.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN
ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE
RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES.
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY .
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD.
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR
REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON
STATE ROADS.
29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN
MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.
ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT
DURING CONSTRUCTION OF DAMS.
2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM
THE COUNTY EROSION CONTROL INSPECTOR.
4.REFERENCE WPO201800073
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON
THE SITE AT ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
PLAN APPROVING AUTHORITY.
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28.
13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
CODE OF ALBEMARLE.
14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:00AM TO 9:00PM.
15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION
CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,
BUILDING OR OTHER PORTION OF THE PROPERTY.
17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF
ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE
APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO
ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE
DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
ORDINANCE SECTION 17-207B)
23.REFERENCE WP0201800073
200
200
ROADS LEGEND
STORM PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
CENTERLINE OF DITCH
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SANITARY SEWER
SEWERTRAFFIC STOP BAR
EXISTING WATER LINE
PROPOSED WATER LINE
PROPOSED VALVE
PROPOSED TAPPING SLEEVE
PROPOSED FIRE HYDRANT (COMPLETE)
WATER
TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
TBC = TOP BACK OF CURB
TBW = TOP BACK OF WALL
GRADING
R-1
100
100
TC
240.50'
PARKING COUNT1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 7/1/2019 4:13 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSC1.0 NOTES AND DETAILS ACSA GENERAL WATER & SEWER CONDITIONS
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
OFFICIALS AT THE START OF THE WORK.
2.THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE
ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES
FOR THE PURPOSE OF IMAGERY COLLECTION.
3.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
4.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
7.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES
ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
9.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
10.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS
THE SAFE DRINKING WATER ACT).
12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE
SEWER LATERAL STUB-OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB-OUT
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
13.THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL
INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN
“OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14.THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION
AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL
OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE
ACSA.
N.A.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 7/1/2019 4:13 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
No Scale
HEAVY DUTY ASPHALT PAVEMENT SECTION
2" INTERMEDIATE BASE COURSE - IM-19.0D
8" TYPE 21-B AGGREGATE SUBBASE COURSE
2" ASPHALTIC CONCRETE SURFACE
COMPACTED SUBGRADE
COURSE - SM-12.5D
4" 21-B STONECOMPACTED SUBGRADE
CONC. WALK
EXPANSION JOINT AT MAX OF 30', WITH
PREMOLDED EXPANSION FILLER
CONTROL JOINT SPACED
AT WIDTH OF WALK
14"
1"
R= 14"
NOTE:SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NON-SLIP BROOM FINISH
No Scale
CONCRETE SIDEWALK PAVEMENT SECTION
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
COMPACTED SUBGRADE
4" 3,000 PSI AIR-ENTRAINED
CONCRETE
4" TYPE 21B STONE COVER
No Scale
CONCRETE SIDEWALK JOINT DETAIL
No Scale
PAVEMENT REPLACEMENT JOINT DETAIL
SPECIFIED ON PLANS
SLOPE UNLESS OTHERWISE
MATCH EX. CROSS
SAWCUT EX.
EDGE OF PAVEMENT
COURSE
SURFACE
PROPOSED
SURFACE COURSE
PAVEMENT
EXISTING
PAVEMENT
& REMOVE
COURSE
EX. SURFACE
SAWCUT THROUGH
IN WITH EXISTING PAVEMENT
NOTE: PROPOSED PAVEMENT MUST TIE EX. E/PEXISTING PAVEMENT PROPOSED PAVEMENT
AGGR. BASE
BASE COURSE
2" +
2' MIN.
MILL EX.EX. C/L PVMT.SIGN POST AND
FOUNDATIONS TO BE IN
ACCORDANCE WITH VDOT
STP-1
SIGN
No Scale
SIGN AND POST DETAIL
SIGNAGE NOTES:
1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2.SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3.ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH VDOT
STANDARDS AND SPECS.
STD.
R1-1
24"
(TYP.)
STOP BAR DETAIL
NO SCALE
TYPE B, CLASS 1
SOLID WHITE LINE
12'
(VARIES)
No Scale
STRIPING AND SIGNAGE DETAIL
2'
(TYP.)
2'
(TYP.)
SOLID WHITE LINE
6'
C1.1 NOTES AND DETAILSDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
6" TYPE 21B AGGREGATE BASE COURSE
2" BITUMINOUS CONCRETE SURFACE
COMPACTED SUBGRADE
COURSE - SM9.5A
4" INTERMEDIATE BASE COURSE - BM-25.0D
N.A.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.0 NOTES AND DETAILS.dwg | Plotted on 7/1/2019 4:13 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSC1.2 NOTES AND DETAILS
POINT OF FINISHED GRADEAND SUPERELEVATION2 -LANE LEWIS AND CLARK ROAD EXTENDEDGS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEEDPARTIAL BUILD-OUT (2-LANE UNDIVIDED)SCALE: 1" = 5'2%58.5'8.0'12' LANE12' LANE2.5'40.5'8'3.5'29'PROP.R/W2%2%1'1' OFFSET FROMF/C FOR WHITEEDGE LINE (TYP.)PROP. PERM. SLOPE &DRAINAGE EASEMENTVAR.2:1 (CUT)2:1 (FILL)2:1
(CUT)2:1 (FILL)2%ST'D. MS-2 RAISED GRASSMEDIAN WITH CG-2 FACE REQ'D. (16' F/C TO F/C)ST'D. CG-6CURB & GUTTERREQ'D. (TYP.)BL23.5' LATERALOFFSET @ 45 MPHCLEAR ZONE 20'35.5'99'2.00'POINT OF FINISHED GRADEAND SUPERELEVATION2 -LANE LEWIS AND CLARK ROAD EXTENDEDGS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEEDPARTIAL BUILD-OUT (2-LANE UNDIVIDED)SCALE: 1" = 5'58.5'12' LANE2.5'40.5'8'3.8'VAR.2%2%2:1 (CUT)2:1 (FILL)2%ST'D. CG-6CURB & GUTTERREQ'D. (TYP.)BL99'2.00'0' - 12' LANE DROP12' LANE4'PAVEDSHOULDERVAR.VAR.23'35.5'23'4:13:14:13:1ST'D. UD-4REQ'D.ST'D. UD-4 REQ'D.2'2%2%INSET 'B'4'ST'D. UD-3 REQ'D.SEE PLANS FORLOCATIONS1'1'10' MULTI-USEPATHINSET 'A'INSET 'A'ST'D. UD-4REQ'D.INSET 'B'124567INSET 'A'NOT TO SCALE2" ASPHALT CONCRETE SURFACE COURSE(SM-12.5D)2" ASPHALT CONCRETE INTERMEDIATECOURSE (IM-19.0D)4" ASPHALT CONCRETE BASE COURSE(BM-25.0D)8" AGGREGATE BASE MATERIAL(TYPE 1 NO. 21B)VAR.DEPTH AGGREGATE BASE MATERIAL(VDOT TYPE 1, NO. 21B)VDOT UD-4 UNDERDRAINVDOT CG-6 CURB AND GUTTER12345637VAR.PROP. PERM. SLOPE &DRAINAGE EASEMENTPROP.R/W15'DOMINION ENERGYVA. EASEMENT3.5'7INSET 'B'1NOT TO SCALE2" ASPHALT CONCRETE SURFACE COURSE(SM-12.5D)VAR.DEPTH (6" MIN) AGGREGATE BASE MATERIAL(VDOT NO. 21B)VDOT UD-3 UNDERDRAINVAR. DEPTH AGGREGATE BASE MATERIAL PERUD-3 DETAIL (VDOT NO. 57)NON-WOVEN GEOTEXTILE FABRIC MIRAFI 140N OREQUIVELENT1788ST'D. UD-4REQ'D.8'10'5'8'10'5'COMM.DUCTBANKPOWERDUCTBANKGAS7'6'10'5'10'ST'D. UD-3 REQ'D.SEE PLANS FORLOCATIONS10' MULTI-USEPATHCOMM.DUCTBANKGAS7'6'10'4'1'1'2:1
(CUT)2:1 (FILL)2.2'2.2'3.8'PROP.R/WPROP. PERM. SLOPE &DRAINAGE EASEMENTVAR.23.5' LATERALOFFSET @ 45 MPHCLEAR ZONE 20'VAR.PROP. PERM. SLOPE &DRAINAGE EASEMENTPROP.R/W15'DOMINION ENERGYVA. EASEMENTNOT TO SCALEVOT STD. CG-6/CG-2CG-6/CG-2 TO E/P IN 5'E/P6"TYPICAL CURB TRANSITION (CG-6/CG-2 TO E/P)POWERDUCTBANK5'10'12" WATERLINE8'12" WATERLINE8'9102'2'910JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.1 TYPICAL SECTIONS.dwg | Plotted on 7/1/2019 4:13 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC1.3TYPICAL SECTIONS
8.0'
POINT OF FINISHED GRADE
AND SUPERELEVATION
FUTURE LEWIS AND CLARK ROAD EXTENDED
GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED
FULL BUILD-OUT (4-LANE - DIVIDED)
SCALE: 1" = 5'
2%
58.5'
8.0'12' LANE12' LANE2.5'8'
40'
2%
12' LANE 12' LANE 2'
2%2%
1'1'
2:1
(
C
U
T
)
2:1 (F
I
L
L
)
2%
ST'D. MS-2 RAISED GRASS
MEDIAN WITH CG-2 FACE
REQ'D. (16' F/C TO F/C)
ST'D. CG-2
CURB REQ'D.
(TYP.)
ST'D. CG-6
CURB & GUTTER
REQ'D. (TYP.)
11.5' LATERAL
OFFSET @ 45 MPH
CLEAR ZONE 20'
ST'D. UD-4 REQ'D.
10'5'
35.5'
99'
BL
POINT OF FINISHED GRADE
AND SUPERELEVATION
FUTURE LEWIS AND CLARK ROAD EXTENDED
GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED
PARTIAL BUILD-OUT (3-LANE - DIVIDED WITH LEFT TURN LANE)
SCALE: 1" = 5'
58.5' & VAR.
8.0' & VAR.12' LANE12' LANE2.5'8'
52.5' & VAR.
2%
12' LANE 13' LANE 8.0'
4.30'2.2'
2%
1'1'
2:1 (C
U
T
)
2:1
(
F
I
L
L
)
2%
ST'D. MS-2 RAISED GRASS
MEDIAN WITH CG-2 FACE
REQ'D. (VAR. WITDH)ST'D. CG-2
CURB REQ'D.
(TYP.)
10'5'
35.5'
105' & VAR.
BL
2.00'
2%
2:1
(
C
U
T
)
2:1 (F
I
L
L
)
ST'D. CG-6
CURB & GUTTER
REQ'D. (TYP.)
2%
PAVED
SHOULDERVAR.
4'4'
23'
4:1 3:1
23'
ST'D. UD-4 REQ'D.2'
PROP.
R/W
INSET 'B'
INSET 'B'
INSET 'A'
12
4
5
6
7
INSET 'A'
NOT TO SCALE
2" ASPHALT CONCRETE SURFACE COURSE
(SM-12.5D)
2" ASPHALT CONCRETE INTERMEDIATE
COURSE (IM-19.0D)
4" ASPHALT CONCRETE BASE COURSE
(BM-25.0D)
8" AGGREGATE BASE MATERIAL
(TYPE 1 NO. 21B)
VAR.DEPTH AGGREGATE BASE MATERIAL
(VDOT TYPE 1, NO. 21B)
VDOT UD-4 UNDERDRAIN
VDOT CG-6 CURB AND GUTTER
1
2
3
4
5
6
3
7
INSET 'A'
PROP.
R/W
15'
DOMINION ENERGY
VA. EASEMENT
3'
5'
ST'D. UD-4
REQ'D.
ST'D. UD-4
REQ'D.
ST'D. UD-4
REQ'D.
ST'D. UD-4
REQ'D.
VAR.
POINT OF FINISHED GRADE
AND SUPERELEVATION
FUTURE LEWIS AND CLARK ROAD EXTENDED
GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED
FULL BUILD-OUT AT QUAIL RUN INTERSECTION (4-LANE - DIVIDED)
SCALE: 1" = 5'
2%
64.4' & VAR.
VAR.12' LANE12' LANE2.5'8'
46.06' & VAR.
12' LANE 12' LANE 2.0'
2%2%
1'1'
2:1
(
C
U
T
)
2:1 (F
I
L
L
)
2%
ST'D. MS-2 RAISED GRASS
MEDIAN WITH CG-2 FACE
REQ'D. (VAR. WIDTH)ST'D. CG-2
CURB REQ'D.
(TYP.)
ST'D. CG-6
CURB & GUTTER
REQ'D. (TYP.)
11.5' LATERAL
OFFSET @ 45 MPH
CLEAR ZONE 20'
ST'D. UD-4 REQ'D.
10'5'
41.4'
110.46' & VAR.
BL
23'
PROP.
R/W
15'
DOMINION ENERGY
VA. EASEMENT
INSET 'B'
INSET 'A'
5.0'
6.5'
ST'D. GR-MGS1 GUARDRAIL REQ'D.
(AS NEEDED IN FUTURE 4 LANE
DIVIDED ROADWAY)
ST'D. UD-4
REQ'D.
ST'D. UD-4
REQ'D.
0' - 12' LANE
PROP. PERM. SLOPE &
DRAINAGE EASEMENT
VAR.
VAR.
PROP. PERM. SLOPE &
DRAINAGE EASEMENT
INSET 'B'
COMM.
DUCT
BANK
GAS
4'1'1'
ST'D. UD-4
REQ'D.
2%
ST'D. UD-3 REQ'D.
SEE PLANS FOR
LOCATIONS
10' MULTI-USE
PATH
7'6'10'
5'10'
1' OFFSET FROM
F/C FOR WHITE
EDGE LINE (TYP.)
2%
ST'D. UD-3 REQ'D.
SEE PLANS FOR
LOCATIONS
10' MULTI-USE
PATH
COMM.
DUCT
BANK
GAS
7'6'10'
4'1'1'
23.5' LATERAL
OFFSET @ 45 MPH
ST'D. UD-4
REQ'D.
PROP.
R/W
1' OFFSET FROM
F/C FOR WHITE
EDGE LINE (TYP.)
ST'D. UD-3 REQ'D.
SEE PLANS FOR
LOCATIONS
10' MULTI-USE
PATH
COMM.
DUCT
BANK
GAS
7'6'10'
4'1'1'
ST'D. UD-4
REQ'D.
PROP. PERM. SLOPE &
DRAINAGE EASEMENT
VAR.23.5' LATERAL
OFFSET @ 45 MPH
PROP.
R/W
VAR.
PROP. PERM. SLOPE &
DRAINAGE EASEMENT
2:1 (C
U
T
)
2:1
(
F
I
L
L
)
1' OFFSET FROM
F/C FOR WHITE
EDGE LINE (TYP.)
PROP. PERM. SLOPE &
DRAINAGE EASEMENT
VAR.
23.5' LATERAL
OFFSET @ 45 MPH
CLEAR ZONE 20'
PROP.
R/W
ST'D. GR-MGS1 GUARDRAIL REQ'D.
(AS NEEDED IN FUTURE 4 LANE
DIVIDED ROADWAY)
POWER
DUCT
BANK
PROP.
R/W
15'
DOMINION ENERGY
VA. EASEMENT
VAR.
PROP. PERM. SLOPE &
DRAINAGE EASEMENT
2:1 (C
U
T
)
2:1
(
F
I
L
L
)
5'10'
POWER
DUCT
BANK
5'10'
POWER
DUCT
BANK
6.5'
12" WATERLINE
8'
12" WATERLINE
8'
12" WATERLINE
8'
7
1
8
2'2'
9
10
NOT TO SCALE
2" ASPHALT CONCRETE SURFACE
COURSE (SM-12.5D)
VAR.DEPTH (6" MIN) AGGREGATE
BASE MATERIAL
(VDOT NO. 21B)
VDOT UD-3 UNDERDRAIN
VAR. DEPTH AGGREGATE BASE
MATERIAL PER UD-3 DETAIL (VDOT
NO. 57)
NON-WOVEN GEOTEXTILE FABRIC
MIRAFI 140N OR EQUIVELENT
1
7
8
9
10
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C1.1 TYPICAL SECTIONS.dwg | Plotted on 7/1/2019 4:13 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSC1.4 TYPICAL SECTIONS
MANAGEDSTEEP SLOPES(TYP.)PRESERVEDSTEEPSLOPES (TYP.)PRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERMANAGEDSTEEPSLOPES(TYP.)MANAGEDSTEEP SLOPES(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO
T
B
R
I
D
G
E
FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4
8
0
4704
9
05005205
3
0
540
550560570 580580580580560580572574576578550560570
5
5
0560
5705
4
0
5
5
0
560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600
48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647
0
480
4
9
0
50046
2464466
46847
2
47
4
476
478
482
48
4
48
648
8
4
9
2
4944964
9
8
502490500510520530490500
510488492494496
498
502
504506
508
512514560570580590490500510520530
540550560570580 540550560570580
4604
7
0 48
0
4
9
04544564584624
6
4
4
6
6
4
6
8 4724
7
4
47
6
4
7
8 48248
448648
8
4
9
2
494
496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTMP 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTACRESTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESB 379-421,PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCKBCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 32-18UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPSTREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)1" = 150'NAD 830300'SCALE 1"=150'150'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.0 EXISTING CONDITIONS.dwg | Plotted on 7/1/2019 4:13 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC2.0EXISTING CONDITIONS STEEP SLOPES LEGEND:MANAGED STEEP SLOPESPRESERVED STEEP SLOPES
MANAGEDSTEEP SLOPES(TYP.)PRESERVEDSTEEPSLOPES (TYP.)PRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPROP. WPOBUFFERPRESERVEDSTEEP SLOPES(TYP.)PROP. WPOBUFFERPROP. WPOBUFFERMANAGEDSTEEPSLOPES(TYP.)MANAGEDSTEEP SLOPES(TYP.)DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESBARNFOO
T
B
R
I
D
G
E
FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATTMP 32-6ABARNDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'SSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINE ESM'T.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKCONCSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4
8
0
4704
9
05005205
3
0
540
550560570 580580580580560580572574576578550560570
5
5
0560
5705
4
0
5
5
0
560570470480490500510520530540550460470480490500510470480490500510480490500570580590 600
48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647
0
480
4
9
0
50046
2464466
46847
2
47
4
476
478
482
48
4
48
648
8
4
9
2
4944964
9
8
502490500510520530490500
510488492494496
498
502
504506
508
512514560570580590490500510520530
540550560570580 540550560570580
4604
7
0 48
0
4
9
04544564584624
6
4
4
6
6
4
6
8 4724
7
4
47
6
4
7
8 48248
448648
8
4
9
2
494
496570580590 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008#4040 LEWIS & CLARK DRIVETAX MAP 32, PARCEL 19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667, PLATTMP 32A-1-B-7LOT 7, BLOCKBCLOVER'SAIRPORTACRESTMP 32A-1-B-8LOT 8A,BLOCK BCLOVER'SAIRPORTACRESB 379-421,PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCKBCLOVER'SAIRPORTACRESDB 379-421,PLATTMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 32-18UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPSTREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)REMOVE CONCRETEREMOVE ASPHALTASPHALT TO BE MILLEDAND OVERLAYEDAREA OF TREECLEARINGSAWCUTLEGEND:1" = 150'NAD 830300'SCALE 1"=150'150'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.1 DEMOLITION PLAN.dwg | Plotted on 7/1/2019 4:14 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSSEE C2.2.C2.1DEMOLITION PLAN REMOVE EXISTINGASPHALT PATH ANDREPLACE PER PLANSHEET C4.0
REMOVE CONCRETEREMOVE ASPHALTASPHALT TO BE MILLEDAND OVERLAYEDAREA OF TREECLEARINGSAWCUTLEGEND:MANAGED STEEP SLOPES (TYP.)CONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSAN. MHTOP=515.478" PVCIN=496.0'8" PVCOUT=496.0'SAN. MHTOP=514.97'8" PVCIN=495.7' (SW)8" PVCIN=495.7'8" PVCOUT=495.7'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'SAN. MHTOP=497.48'8" PVCIN=482.3' (SW)8" PVCIN=482.3' (W)8" PVCOUT=481.6'8" P
V
C
S
SSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660SAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)CENTER FORAPPLIEDBIOMECHANICS530522524526528490500
510488492494496498502 504506508
512514492 494496500510520530TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATSTREAM(TYP.)WETLANDS(TYP.)SAWCUTCONCRETESAWCUT CONCRETEAND REMOVE PORTIONOF CURB AND GUTTERMILL ANDOVERLAYSAWCUTASPHALTREMOVEASPHALTSAWCUTASPHALTSAWCUTCONCRETE ANDREMOVE PORTIONOF CURBSAWCUT CONCRETEAND REMOVE PORTIONOF CURB AND GUTTERREMOVERAMPREMOVE ANDRE-ROUTE PORTIONOF 6" WATERLINE1" = 150'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C2.1 DEMOLITION PLAN.dwg | Plotted on 7/1/2019 4:14 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSNAD 830SCALE 1"=30'60'30'C2.2DEMOLITION PLAN
S
SAN
SAN
SAN
SAN SANDENSE TREES
DENSE TREES
DI-3B L=10'
TOP=573.56'
18" RCP IN=565.0'
18" RCP OUT=564.9'
DI-3B L=10'
TOP=570.25'
24" RCP IN=565.5'
24" RCP OUT=565.4'
DI-3B L=10'
TOP=569.98'
15" RCP IN=565.7'
18" RCP IN=565.7'
24" RCP OUT=565.6'
DI-3B L=10'
TOP=570.31'
18" RCP IN=566.6'
18" RCP OUT=566.5'
DI-3B L=14'
TOP=571.28'
28" RCP OUT=567.5'
ELEC. TRANS.
DI-1
TOP=569.70'
15" RCP IN=566.1'
15" RCP OUT=566.0'
DI-1
TOP=569.22'
15" RCP OUT=567.1'
DI-1
TOP=568.87'
15" RCP IN=566.7'
15" RCP OUT=566.7'
A.C.S.AWATERLINE ESM'T.
#35
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TMP 32A-1-B-9A
LOT 9A, BLOCK B
CLOVER'S AIRPORT ACRES
DB 380-398, PLAT
TMP 32A-1-B-9B
LOT 9B, BLOCK B
CLOVER'S AIRPORT ACRES
DB 380-398, PLAT
TMP 32A-1-B-10
LOT 10, BLOCK B
CLOVER'S AIRPORT ACRES
DB 350-193 PLAT
TMP 32-20C
N/F WILLIAM SCOTT MARSHALL, TRUSTEE
DB 4464-203
CLOVER'S AIRPORT ACRES
DB 350-193 PLAT
TAX MAP
03200-00-00-006R0
UNIVERSITY
OF VIRGINIA
FOUNDATION
DB 2712-325
DB 2179-222,
243 & 244
PLAT
APPROXIMATE LOCATIONOF EXISTING 2" SUPPLY LINE
EXISTING DOSE TANK
EXISTING SEPTIC TANK
EXISTING SEPTIC PUMP
12''
W
12''
W
12''
W
12''
W
12''
W
12''
W
12''
W
12''W
12''W
12''W
45° BEND
45° BEND
TIE TO EXIST
12" WATERMAIN
13'
12'
10' WIDE
PATH
MS-2
CG-6
2
7
5
TIE TO EXIST.
CURB AND GUTTER
TIE TO EXIST.
CURB AND GUTTER
TIE TO EXIST. PAVEMENT IN
ACCORDANCE WITH
PAVEMENT REPLACEMENT
JOINT DETAIL AND WP-2.20'
CLEAR
ZONE
20' CLEAR ZONE
PROPOSED
TREE LINE (TYP.)
PROP. R-W
PROP. R-W
PROP. PERM.
SLOPE EASEMENT
PROP. PERM.
SLOPE EASEMENT
CENTERLINE FOR DOMINION
POWER (2) 8'' SCH 40 PVC
CONDUITS TRENCHED AND
SPACED PER DOMINION
STANDARDS
DOMINION STD.
POWER MANHOLE
(8' W x 16' L x 8' H)
CENTERLINE FOR DOMINION
POWER (2) 8'' SCH 40 PVC
CONDUITS TRENCHED AND
SPACED PER DOMINION
STANDARDS
DOMINION STD.
POWER MANHOLE
(8' W x 16' L x 8' H)
UF
O
UF
O
UFO
UFO
UFO
G
G
G
G
G
DOMINION POWER
CONDUITS TO END IN
24"x36" HAND HOLD
BOX
UGPUGPR5' CONDUIT SWEEP PER
DOMINION STANDARDS
UF
O
UF
O
UF
O
UF
O
(5) 4" SCH 40 PVC CONDUITS
IN SINGLE TRENCH
PROVIDED AND INSTALLED
BY CONTRACTOR
(5) 24"x36" HAND HOLES
(PROVIDED BY OTHERS,
INSTALLED BY CONTRACTOR)
WITH ONE CONDUIT
SWEEPING OUT TO EACH
GAS LINE TO BE
INSTALLED BY
OTHERS
(5) 24"x36" HAND HOLES
(PROVIDED BY OTHERS,
INSTALLED BY CONTRACTOR)
WITH ONE CONDUIT
SWEEPING OUT TO EACH
G
G
G
G
G
G
G15' WIDE FUTURE DOMINION EASEMENT
RESERVED OUTSIDE OF RW.
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
UGP
UGP
UGPPCN2
2
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5
1
'
4
9
.
0
0
"
E212223 24252627282930APPROXIMATE LOCATION
OF EXISTING SEPTIC
FIELD PER PLANS FROM
VDH COMPLETED BY
ENVIRO-KLEAN ON
JANUARY 08, 2008
STRIPING LEGEND
1.PROP. DIRECTIONAL ARROWS
2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE
MARKING, 4" WIDTH
3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24"
WIDTH (10' CROSSWALK)
4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"
WIDTH (2' DASHED, 4' SPACING)
5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"
WIDTH
6.STOP BAR
7.THROUGH ARROWS FOR REFERENCE PURPOSES
ONLY. DO NOT STRIPE
8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH
9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS
(5.9'W X 8'H)
10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH
C4.0 LAYOUT PLANNAD 83
0
SCALE 1"=30'
60'30'
1" = 30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 7/1/2019 4:19 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSPOWER AND COMMUNICATIONS NOTES:
1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE
INSTALLED PER THE INTENDED UTILITY COMPANIES
STANDARDS, DETAILS AND SPECIFICATION.
2.DOMINION VAULTS AND CONDUITS TO BE INSTALLED
IN ACCORDANCE WITH DOMINION STANDARDS,
DETAILS AND SPECIFICATION. CONTRACTOR TO
COORDINATE WITH DOMINION.
3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND
CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY
LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA
COMMUNICATIONS. CONDUITS AND HAND HOLES
SHALL BE PROVIDED IN ACCORDANCE WITH EACH
COMPANIES STANDARDS, DETAILS AND
SPECIFICATION. CONTRACTOR TO COORDINATE AS
NECESSARY TO DETERMINE REQUIREMENTS.
4.ALL CONDUITS TO HAVE PULL LINES SECURED AT
BOTH ENDS FOR FUTURE WIRE PULLS
HATCH LEGEND:
HEAVY DUTY ASPHALT
10' WIDE SHARED USE PATH
1.5" MILL AND OVERLAY
CONCRETE SIDEWALK
GENERAL NOTES:
1.PAVEMENT MARKINGS SHALL BE SPOTTED USING
CHALK AND FIELD-VERIFIED BY VDOT OR THE
ENGINEER PRIOR TO APPLYING THERMOPLASTIC.
2.THE CONTRACTOR SHALL MILL, OVERLAY, OR
BUILD-UP THE PAVEMENT AS NECESSARY TO
ACHIEVE THE REQUIRED CROSS SLOPES. MILLING
AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4
INCHES.
3.CONTRACTOR SHALL DETERMINE SIGN SIZES PER
MUTCD DESIGN STANDARDS FOR A DESIGN SPEED
OF 45 MPH.
SSSS SANSANSANSANTMP 32-22
NORTHSIDE
DRIVE LLC
DB 3532-599
12''W
12''W
12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WFHA
12" GATE
VALVE
12" GATE
VALVE
12" GATE
VALVE
MS-2
13'
12'
10' WIDE
PATH
CG-6
2
5
20' CLEAR ZONE
20' CLEAR ZONE
20' CLEAR ZONE
PROPOSED
TREE LINE (TYP.)
PROP. R-W
7
PROP. PERM.
SLOPE EASEMENT
PROP. PERM.
SLOPE EASEMENT
PROP. PERM.
DRAINAGE EASEMENT
PROP. PERM.
DRAINAGE EASEMENT
CENTERLINE FOR DOMINION
POWER (2) 8'' SCH 40 PVC
CONDUITS TRENCHED AND
SPACED PER DOMINION
STANDARDS
DOMINION STD.
POWER MANHOLE
(8" W x 16" L x 8" H)
DOMINION STD.
POWER MANHOLE
(8' W x 16' L x 8' H)
DOMINION STD.
POWER MANHOLE
(8' W x 16' L x 8' H)
UFO
UFO
UFO
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO5-4" SCH 40 PVC
CONDUITS FOR
FUTURE UTILITIES
10' WIDE MULTI USE PATH
15' WIDE FUTURE DOMINION EASEMENT
RESERVED OUTSIDE OF RW.
(5) 24"x36" HAND HOLES
(PROVIDED BY OTHERS,
INSTALLED BY CONTRACTOR)
WITH ONE CONDUIT SWEEPING
OUT TO EACH
(5) 24"x36" HAND HOLES
(PROVIDED BY OTHERS,
INSTALLED BY CONTRACTOR)
WITH ONE CONDUIT SWEEPING
OUT TO EACH
GAS LINE TO BE
INSTALLED BY
OTHERS
GAS LINE TO BE
INSTALLED BY
OTHERS
G
G
G G
GGGGGGGGGGGGGGGGGUFO(5) 24"x36" HAND HOLES
(PROVIDED BY OTHERS,
INSTALLED BY CONTRACTOR)
WITH ONE CONDUIT SWEEPING
OUT TO EACH
5-4" SCH 40 PVC
CONDUITS FOR
FUTURE UTILITIES
UGP
UGP
UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG1- 6" SCH 40 PVC
CONDUIT FOR
FUTURE 4" GAS LINE
PCPTN13° 53'
4
7
.
3
5
"
W
3
4
D = 36°45'36"
R = 1200.00
T = 398.72
L = 769.90
C = 756.76
PC = 28+06.37
PI = 32+05.10
PT = 35+76.28
E = NC (ULS)
V = 45MPH
LEWIS & CLARK DRIVE
CURVE
3
D = 28°30'41"
R = 1039.00
T = 263.98
L = 517.02
C = 511.70
PC = 37+03.72
PI = 39+67.70
PT = 42+20.74
E = NC (ULS)
V = 45MPH
LEWIS & CLARK DRIVE
CURVE
4313233343536373839 4041STRIPING LEGEND
1.PROP. DIRECTIONAL ARROWS
2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE
MARKING, 4" WIDTH
3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24"
WIDTH (10' CROSSWALK)
4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"
WIDTH (2' DASHED, 4' SPACING)
5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"
WIDTH
6.STOP BAR
7.THROUGH ARROWS FOR REFERENCE PURPOSES
ONLY. DO NOT STRIPE
8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH
9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS
(5.9'W X 8'H)
10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH
NAD 83
0
SCALE 1"=30'
60'30'
1" = 30'
C4.1 LAYOUT PLANMATCH LINE SEE SHEET C4.0MATCH LINE SEE SHEET C4.2JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 7/1/2019 4:19 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSPOWER AND COMMUNICATIONS NOTES:
1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE
INSTALLED PER THE INTENDED UTILITY COMPANIES
STANDARDS, DETAILS AND SPECIFICATION.
2.DOMINION VAULTS AND CONDUITS TO BE INSTALLED
IN ACCORDANCE WITH DOMINION STANDARDS,
DETAILS AND SPECIFICATION. CONTRACTOR TO
COORDINATE WITH DOMINION.
3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND
CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY
LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA
COMMUNICATIONS. CONDUITS AND HAND HOLES
SHALL BE PROVIDED IN ACCORDANCE WITH EACH
COMPANIES STANDARDS, DETAILS AND
SPECIFICATION. CONTRACTOR TO COORDINATE AS
NECESSARY TO DETERMINE REQUIREMENTS.
4.ALL CONDUITS TO HAVE PULL LINES SECURED AT
BOTH ENDS FOR FUTURE WIRE PULLS
HATCH LEGEND:
HEAVY DUTY ASPHALT
10' WIDE SHARED USE PATH
1.5" MILL AND OVERLAY
CONCRETE SIDEWALK
GENERAL NOTES:
1.PAVEMENT MARKINGS SHALL BE SPOTTED USING
CHALK AND FIELD-VERIFIED BY VDOT OR THE
ENGINEER PRIOR TO APPLYING THERMOPLASTIC.
2.THE CONTRACTOR SHALL MILL, OVERLAY, OR
BUILD-UP THE PAVEMENT AS NECESSARY TO
ACHIEVE THE REQUIRED CROSS SLOPES. MILLING
AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4
INCHES.
3.CONTRACTOR SHALL DETERMINE SIGN SIZES PER
MUTCD DESIGN STANDARDS FOR A DESIGN SPEED
OF 45 MPH.
SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSANSANSANDDENSE TREESDENSE TREESDENSE TREESFOO
T
B
R
IDG
E
FOOTBRIDGEDENSE TREESDENSE TREES12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WFHA12"GATE VALVE12"X8" TEE8" GATE VALVE12"GATE VALVE8" PLUG12"GATE VALVE12"GATE VALVE12"GATEVALVE12"GATE VALVE12"GATEVALVE10' WIDEPATH13'12'MS-2CG-6CG-2PAVED 4'SHOULDER2520'CLEARZONEINSTALL W6-1(DIVIDED HIGHWAY)PROPOSEDTREE LINE (TYP.)PROP. R-WPROP. R-WPROP. R-WPROP. R-WPROP. R-W7PROP. PERM.SLOPE EASEMENTPROP. PERM.SLOPE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.SLOPE EASEMENTPROP. PERM.SLOPE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.DRAINAGE EASEMENTPROP. PERM.FLOOD PLAINEASEMENTCENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDRDSCENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDARDSDOMINION STD.POWER MANHOLE(8' W x 16' L x 8' H)DOMINION STD.POWER MANHOLE(8' W x 16' L x 8'H)UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO(5) 24"x36" HAND HOLES(PROVIDED BY OTHERS,INSTALLED BY CONTRACTOR)WITH ONE CONDUITSWEEPING OUT TO EACH(5) 4" SCH 40 PVC CONDUITSIN SINGLE TRENCHPROVIDED AND INSTALLEDBY CONTRACTOR(5) 24"x36" HAND HOLES(PROVIDED BY OTHERS,INSTALLED BY CONTRACTOR)WITH ONE CONDUITSWEEPING OUT TO EACHGAS LINE TO BEINSTALLED BYOTHERS15' WIDE FUTURE DOMINIONEASEMENT RESERVED OUTSIDEOF RW.GGGGGGGGGGGGGGGGGGGGGGGUGP4-WAY, 6" DUCTBANK WITHPRECAST CONCRETE 48"x78"OPEN BOTTOM HAND HOLE.UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG1- 6" SCH 40 PVCCONDUIT FORFUTURE 4" GAS LINEPC
PT
PRC
N15° 15' 59.76"W D = 27°08'28" R = 1039.00 T = 250.80 L = 492.18 C = 487.59PC = 42+20.74PI = 44+71.54PT = 47+12.92E = NC (ULS)V = 45MPHLEWIS & CLARK DRIVECURVE55424344454647
48
49
50
51COORDINATE INSTALLATION OF SEWERWITH UVA RESEARCH PARK SEWEREXTENSION PROJECTSTRIPING LEGEND1.PROP. DIRECTIONAL ARROWS2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINEMARKING, 4" WIDTH3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24"WIDTH (10' CROSSWALK)4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH (2' DASHED, 4' SPACING)5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH6.STOP BAR7.THROUGH ARROWS FOR REFERENCE PURPOSESONLY. DO NOT STRIPE8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS(5.9'W X 8'H)10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTHNAD 830SCALE 1"=30'60'30'1" = 30'C4.2LAYOUT PLAN
MATCH LINE SEE SHEET C4.1
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 7/1/2019 4:19 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTS
MATCH LINE SEE SHEET C4.3POWER AND COMMUNICATIONS NOTES:1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BEINSTALLED PER THE INTENDED UTILITY COMPANIESSTANDARDS, DETAILS AND SPECIFICATION.2.DOMINION VAULTS AND CONDUITS TO BE INSTALLEDIN ACCORDANCE WITH DOMINION STANDARDS,DETAILS AND SPECIFICATION. CONTRACTOR TOCOORDINATE WITH DOMINION.3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS ANDCLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURYLINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVACOMMUNICATIONS. CONDUITS AND HAND HOLESSHALL BE PROVIDED IN ACCORDANCE WITH EACHCOMPANIES STANDARDS, DETAILS ANDSPECIFICATION. CONTRACTOR TO COORDINATE ASNECESSARY TO DETERMINE REQUIREMENTS.4.ALL CONDUITS TO HAVE PULL LINES SECURED ATBOTH ENDS FOR FUTURE WIRE PULLSHATCH LEGEND:HEAVY DUTY ASPHALT10' WIDE SHARED USE PATH1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES:1.PAVEMENT MARKINGS SHALL BE SPOTTED USINGCHALK AND FIELD-VERIFIED BY VDOT OR THEENGINEER PRIOR TO APPLYING THERMOPLASTIC.2.THE CONTRACTOR SHALL MILL, OVERLAY, ORBUILD-UP THE PAVEMENT AS NECESSARY TOACHIEVE THE REQUIRED CROSS SLOPES. MILLINGAND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4INCHES.3.CONTRACTOR SHALL DETERMINE SIGN SIZES PERMUTCD DESIGN STANDARDS FOR A DESIGN SPEEDOF 45 MPH.
CONCCONCCONCCONCCONCCONCDIDIDIDISAN. MHTOP=515.478" PVCIN=496.0'8" PVCOUT=496.0'SAN. MHTOP=514.97'8" PVCIN=495.7' (SW)8" PVCIN=495.7'8" PVCOUT=495.7'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'8" P
V
C
S
SSSCOTOP=501.56INV.=497.9'±WVLT.PIVSIAMESE CONN.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660SAN.SEWEREASEMENTDB1789-230TAX MAP03200-00-00-006R0UNIVERSITYTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLAT12''W12''W12''W12''W12''W(2) 11.25°BENDSTIE TO EXIST. 14"WATERMAIN12"x14"REDUCERFHA12" GATE VALVE(3) 6" 45°BENDS(2) 6" 45° BENDSREPLACE / RE-ROUTE SECTIONOF 6" WATERLINE AROUNDSTORM STRUCTURE. MIN 3.5'COVER REQUIRED.12''W12''W45° BEND45° BENDR=50'R=6'29'CG-6CG-610' WIDE PATHR=5'CG-12 TYPE BIS MODIFIEDFOR SUPMS-21PAVED 4' WIDESHOULDER17CROSSWALK4KEEPRIGHT5TIE TO EXIST.CURB AND GUTTER10524'1022R50'R5'20' CLEARZONE20'CLEARZONECONTRACTOR TODETERMINE EX.DEPTH ANDCOORDINATE ANYREQUIREDRELOCATIONS ORADJUSTMENT WITHUTILITY PROVIDERSCENTURY LINK ANDDOMINION.STOP BARSTOP BAR12'INSTALL R1-1(STOP SIGN)INSTALL R1-1(STOP SIGN)INSTALL W6-2(DIVIDED HIGHWAYENDS)STREETNAME SIGNINSTALL R4-7(KEEP RIGHT)PROP. CURBTRANSITIONCROSSWALKS33PROPOSEDTREE LINE (TYP.)CG-12CG-12CG-12PROP. R-WPROP. R-WINSTALL R3-7(LEFT LANE MUSTTURN LEFT)87118711599REMOVE EXISTINGSTOP SIGN2SIGN TO BE REPLACEDIN-KIND ACCORDING TOOWNERS REQUESTPROP. PERM.SLOPE EASEMENTPROP. PERM.SLOPE EASEMENT1010TIE TO EXIST. PAVEMENT INACCORDANCE WITHPAVEMENT REPLACEMENTJOINT DETAIL AND WP-2(TYP.).TIE TO EXIST. PAVEMENT INACCORDANCE WITHPAVEMENT REPLACEMENTJOINT DETAIL AND WP-2(TYP.).CENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDARDSDOMINION STD.POWER MANHOLE(8' W x 16' L x 8' H)CENTERLINE FOR DOMINIONPOWER (2) 8'' SCH 40 PVCCONDUITS TRENCHED ANDSPACED PER DOMINIONSTANDARDSDOMINION STDPOWER MANHOLE(8' W x 16' L x 8' H)UFOUFOUFOUFOUFOUFOUFOUFOUFO(5) 24"x36" HAND HOLES(PROVIDED BY OTHERS,INSTALLED BY CONTRACTOR)WITH ONE CONDUITSWEEPING OUT TO EACH(5) 4" SCH 40 PVC CONDUITSIN SINGLE TRENCHPROVIDED AND INSTALLEDBY CONTRACTOR(5) 24"x36" HANDHOLES(PROVIDED BYOTHERS,INSTALLED BYCONTRACTOR) WITH ONECONDUIT SWEEPING OUTTO EACHGAS LINE TO BEINSTALLED BYOTHERS15' WIDE FUTURE DOMINION EASEMENTRESERVED OUTSIDE OF RW.GGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPPCCPC
C
PRC867 D = 29°24'07" R = 1000.00 T = 262.36 L = 513.16 C = 507.55PC = 51+10.43PI = 53+72.79PCC = 56+23.59E = 2% (ULS)V = 45MPHLEWIS & CLARK DRIVECURVE6 D = 6°42'21" R = 1500.00 T = 87.88 L = 175.56 C = 175.46PCC = 56+23.59PI = 57+11.47PT = 57+99.15E = 2% (ULS)V = 45MPHLEWIS & CLARK DRIVECURVE7 D = 17°33'28" R = 750.00 T = 115.82 L = 229.83 C = 228.93PC = 57+99.15PI = 59+14.97PT = 60+28.98LEWIS & CLARK DRIVECURVE852 53 54
55
56
57
58
59
6
0
MATCH LINE #2
THIS SHEET STRIPING LEGEND1.PROP. DIRECTIONAL ARROWS2.TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINEMARKING, 4" WIDTH3.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24"WIDTH (10' CROSSWALK)4.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH (2' DASHED, 4' SPACING)5.TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4"WIDTH6.STOP BAR7.THROUGH ARROWS FOR REFERENCE PURPOSESONLY. DO NOT STRIPE8.TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH9.TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS(5.9'W X 8'H)10.TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTHSAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'8" P
V
C
S
S
SAN.SEWEREASEMENTDB1789-230INSTALL R3-7(LEFT LANE MUSTTURN LEFT)179PRC96
0
61
62
MATCH LINE #2
THIS SHEET
NAD 830SCALE 1"=30'60'30'1" = 30'C4.3LAYOUT PLAN
MATCH LINE SEE SHEET C4.2
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.0 LAYOUT-24X36.dwg | Plotted on 7/1/2019 4:20 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTS POWER AND COMMUNICATIONS NOTES:1.ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BEINSTALLED PER THE INTENDED UTILITY COMPANIESSTANDARDS, DETAILS AND SPECIFICATION.2.DOMINION VAULTS AND CONDUITS TO BE INSTALLEDIN ACCORDANCE WITH DOMINION STANDARDS,DETAILS AND SPECIFICATION. CONTRACTOR TOCOORDINATE WITH DOMINION.3.OF 5 CONDUITS ON THE WEST SIDE OF LEWIS ANDCLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURYLINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVACOMMUNICATIONS. CONDUITS AND HAND HOLESSHALL BE PROVIDED IN ACCORDANCE WITH EACHCOMPANIES STANDARDS, DETAILS ANDSPECIFICATION. CONTRACTOR TO COORDINATE ASNECESSARY TO DETERMINE REQUIREMENTS.4.ALL CONDUITS TO HAVE PULL LINES SECURED ATBOTH ENDS FOR FUTURE WIRE PULLSHATCH LEGEND:HEAVY DUTY ASPHALT10' WIDE SHARED USE PATH1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES:1.PAVEMENT MARKINGS SHALL BE SPOTTED USINGCHALK AND FIELD-VERIFIED BY VDOT OR THEENGINEER PRIOR TO APPLYING THERMOPLASTIC.2.THE CONTRACTOR SHALL MILL, OVERLAY, ORBUILD-UP THE PAVEMENT AS NECESSARY TOACHIEVE THE REQUIRED CROSS SLOPES. MILLINGAND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4INCHES.3.CONTRACTOR SHALL DETERMINE SIGN SIZES PERMUTCD DESIGN STANDARDS FOR A DESIGN SPEEDOF 45 MPH.
56057058059060056057058059060016+50589.817+00585.9583.318+00581.1580.119+00577.8575.4
20+00573.9
572.8
21+00571.8
571.1
22+00570.3
570.3
23+00570.8
571.3
24+00571.7
572.6
25+00575.8
25+50576.7
589.80585.93583.31581.05580.12577.76575.35
573.92
572.78
571.82
571.07
570.26
570.34
570.78
571.31
571.69
572.61
575.80
576.71 500' VCK = 82.42A.D. = 6.07%PVI ELEV = 568.08PVI STA = 20+75LOW POINT STA = 22+35.47LOW POINT ELEV = 570.31BVCS = 18+25.00BVCE = 580.53
EVCS = 23+25.00
EVCE = 570.79 -4.98%1.09%PVI STA = 16+66.56PVI ELEV = 588.42535540550560570580590
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
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 7/1/2019 4:21 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSN.A.C4.4ROAD PROFILES
DATUM ELEV 490
500
510
520
530
540
550
490
500
510
520
530
540
550
34+50544.635+00542.8536.536+00535.0537.037+00534.4531.038+00529.7529.139+00528.0525.440+00524.1522.141+00519.3515.142+00515.0514.243+00513.543+50509.8544.61542.75536.49535.00536.98534.39531.04529.75529.08528.00525.41524.07522.09519.27515.11514.97514.22513.47509.78200' VC
K = 101.89
A.D. = -1.96%
PVI ELEV = 543.65
PVI STA = 35+50
HIGH PT STA = 34+50.00
HIGH POINT ELEV = 548.34
STOPPING SIGHT DISTANCE = 439
BVCS = 34+50.00BVCE = 548.34EVCS = 36+50.00EVCE = 536.99350' VC
K = 87.51
A.D. = 4.00%
PVI ELEV = 497.05
PVI STA = 42+50
LOW POINT STA = 44+25.00
LOW POINT ELEV = 492.41
BVCS = 40+75.00BVCE = 508.70-6.66
%
VDOT STD. CD-1
CROSSDRAIN
VDOT STD. CD-1
CROSSDRAIN
DATUM ELEV 460
470
480
490
500
510
460
470
480
490
500
510
43+50509.844+00505.7499.645+00488.1476.646+00468.1464.747+00461.0471.948+00487.4496.849+00502.1499.350+00487.2475.551+00474.2479.752+00484.552+50491.5509.78505.65499.63488.06476.63468.08464.69461.00471.87487.37496.80502.11499.35487.19475.54474.25479.72484.46491.505.29%
-2.66%EVCS = 44+25.00EVCE = 492.41650' VC
K = 81.79
A.D. = 7.95%
PVI ELEV = 481.12
PVI STA = 48+50
LOW POINT STA = 47+42.27
LOW POINT ELEV = 486.86
BVCS = 45+25.00BVCE = 489.75EVCS = 51+75.00EVCE = 498.31VDOT STD. CD-1
CROSSDRAIN
VDOT STD. CD-1
CROSSDRAIN
VDOT STD. CD-2
CROSSDRAIN
VDOT STD. CD-1
CROSSDRAIN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 7/1/2019 4:21 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER 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 = 513.83VDOT STD. CD-1
CROSSDRAIN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.3 ROAD PROFILES.dwg | Plotted on 7/1/2019 4:21 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTSN.A.
C4.6 ROAD PROFILESPROFILE SCALE
0
0
5
30
HORIZ SCALE: 1"=50'VERT SCALE: 1"=51 WATER LINE PROFILE4554604654704754804854904955005055105155205255305354554604654704754804854904955005055105155205255305359+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+502"EXISTING GRADEFINAL GRADE OF FULL ROADBUILD-OUT3.5' MIN.COVERCONNECT TO EXISTING 14"WATERLINE. VERIFYLOCATION AND ELEVATIONSTORMPIPE 281STORMPIPE 271STORMPIPE 261STORM PIPECULV2STORMPIPE 221STORM PIPECULV112" DUCTILE IRON PIPE15.41'12"X14" REDUCER(2) 11.25°+45°HORIZONTAL BENDS1.5' MIN.1.5' MIN.(2) 45° HORIZONTALBENDS12" GATE VALVE12" GATEVALVE12" GATE VALVE12"X8" TEE12" GATE VALVE1.5' MIN.CURRENT PROPOSED GRADEAS SHOWNJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 7/1/2019 4:22 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC4.7WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BE INSULATED ATOPEN 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 GRADECURRENT PROPOSED GRADESTORMPIPE 225STORMPIPE 227STORMPIPE CULV3STORMPIPE 111STORMPIPE 121STORMPIPE 2231.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN.1.5' MIN. "45° VERTICALBENDS12" GATEVALVE12"X6" TEE TO FHA12" GATE VALVE12" GATE VALVE12" GATE VALVE3.5' MIN.COVER3.5' MIN.COVERFINAL GRADE OF FULL ROADBUILD-OUTAS SHOWNJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 7/1/2019 4:22 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC4.8WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BE INSULATED ATOPEN ENDED STORM CROSSINGS.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=512 WATERLINE PROFILE540545550555560565570575580585540545550555560565570575580585CONNECT TO EXISTING 12"WATERLINE. VERIFYLOCATION AND ELEVATIONSTORMPIPE 131STORMPIPE 14132+5033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0043+5012" DUCTILE IRON PIPE1.5' MIN.1.5' MIN. " DIPEXISTING GRADECURRENT PROPOSED GRADE3.5' MIN.COVER(2) 45° HORIZONTALBENDS12"X6" TEE TO FHA12" GATE VALVEFINAL GRADE OF FULL ROADBUILD-OUTAS SHOWNJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C4.5 WATERLINE PROFILES.dwg | Plotted on 7/1/2019 4:22 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC4.9WATERLINE PROFILES NOTE:1.WATER MAINS ARE REQUIRED TO BE INSULATED ATOPEN ENDED STORM CROSSINGS.
S
SAN
SAN
SAN
SAN SANSA
N
SA
N
EXISTING SANITARY
SEWER APPROX
INVERT OUT OF
BUILDING = 565.41
565DENSE TREES
DENSE TREES
DI-3B L=10'
TOP=573.56'
18" RCP IN=565.0'
18" RCP OUT=564.9'
DI-3B L=10'
TOP=570.25'
24" RCP IN=565.5'
24" RCP OUT=565.4'
DI-3B L=10'
TOP=569.98'
15" RCP IN=565.7'
18" RCP IN=565.7'
24" RCP OUT=565.6'
DI-3B L=10'
TOP=570.31'
18" RCP IN=566.6'
18" RCP OUT=566.5'
DI-3B L=14'
TOP=571.28'
28" RCP OUT=567.5'
ELEC. TRANS.
DI-1
TOP=569.70'
15" RCP IN=566.1'
15" RCP OUT=566.0'
DI-1
TOP=569.22'
15" RCP OUT=567.1'
DI-1
TOP=568.87'
15" RCP IN=566.7'
15" RCP OUT=566.7'
A.C.S.AWATERLINE ESM'T.
#35
7
5
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I
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.
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A
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F
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S
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S
T
A
T
I
O
N
"AIRPORT
ACRES
ROAD
IN
N
O
V
A
T
I
O
N
D
R
I
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E
DECK
DECK
C
O
N
C
Sign
580580580
580574574574576
576578578
582
582582582584584
584
584
586
586588
588
5
6
0 58057
2
5
7
4
5
7
6
57
8
5705
7
2
5
7
4576580
576
578
582
584
58
6
588
APPROXIMATE LOCATION
OF EXISTING SEPTIC
FIELD PER PLANS FROM
VDH COMPLETED BY
ENVIRO-KLEAN ON
JANUARY 08, 2008
TMP 32A-1-B-9A
LOT 9A, BLOCK B
CLOVER'S AIRPORT ACRES
DB 380-398, PLAT
TMP 32A-1-B-9B
LOT 9B, BLOCK B
CLOVER'S AIRPORT ACRES
DB 380-398, PLAT
TMP 32A-1-B-10
LOT 10, BLOCK B
CLOVER'S AIRPORT ACRES
DB 350-193 PLAT
TMP 32-20C
N/F WILLIAM SCOTT MARSHALL, TRUSTEE
DB 4464-203
CLOVER'S AIRPORT ACRES
DB 350-193 PLAT
TAX MAP
03200-00-00-006R0
UNIVERSITY
OF VIRGINIA
FOUNDATION
DB 2712-325
DB 2179-222,
243 & 244
PLAT
APPROXIMATE LOCATIONOF EXISTING 2" SUPPLY LINE
EXISTING DOSE TANK
EXISTING SEPTIC TANK
EXISTING SEPTIC PUMP
MANAGED STEEP
SLOPES (TYP.)
N2
2
°
5
1
'
4
9
.
0
0
"
E212223 2425262728293012''
W
12''
W
12''
W
12''
W
12''
W
12''
W
12''
W
12''W
12''W
12''W
UF
O
UF
O
UFO
UFO
UFO
G
G
G
G
GUGP
UGPR5' CONDUIT SWEEP PER
DOMINION STANDARDS
UF
O
UF
O
UF
O
UF
O
G
G
G
G
G
G
G
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
UGP
UGP
UGP
APPROX. LOCATION OF
STOCKPILE HAUL ROAD
APPROXIMATE LOCATION OF
STOCKPILE FOR CUT SOIL FROM
LEWIS & CLARK DRIVE EXTENSION.
APPROX. CAPACITY = 32,000 CY
58
0
576
57
8
570566568572
574
570
566
568
572
574
576
580
572
574
576
578
582
142
108
141
402
EX-1
ST'D UD-4
REQ'D
TIE UD-4 TO
INLET (TYP.)
TIE TO
EXISTING
DITCH
UD-4 SHALL BE SOLID
(NON-PERFORATED)
ACROSS PROPOSED
ROAD. TIE TO INLET
(TYP.)
ST'D UD-3
REQ'D
TIE UD-3 TO
INLET (TYP.)
TIE UD-3 TO
INLET (TYP.)
ST'D UD-4
REQ'D
CONTRACTOR TO CONFIRM
ELEVATION OF ALL
CONNECTION POINTS BEFORE
BEGINNING CONSTRUCTION
AND COORDINATE ANY
DISCREPANCIES WITH
ENGINEER (TYP).
C5.0 GRADING AND DRAINAGE PLANNAD 83
0
SCALE 1"=30'
60'30'
1" = 30'MATCH LINE SEE SHEET C5.1JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 7/1/2019 4:25 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
A. MABEE
J. SHOWALTER
C. KOTARSKI12/18/2018REVISED PER COMMENTS3/25/2019REVISED PER COMMENTS6/28/2019REVISED PER COMMENTS
SSSSSANSANSANSAN5005025045205
3
0
540
550560570
5
1
85225245
2
6
5
2
8532534536538
542
544
546
548
552
55
4
556558562564566568572 574576550560544546548552554556558562564566568
5
5
0560 5425445465485525545565585
4
0
5
5
0
5605
3
6
5
3
8
5
4
254
4
54
6
5
4
8
5
5
2
5
5
4
556558562564540550542544546548TMP 32-22NORTHSIDEDRIVE LLCDB 3532-599MANAGED STEEP SLOPES (TYP.)PROP. WPOBUFFERPROP. WPOBUFFERWETLANDS(TYP.)WETLANDS(TYP.)WETLANDS (TYP.)STREAM (TYP.)N13° 53' 47.35"W31323334
35
36
37
38
39404112''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGUFOUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG510
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MATCH LINE SEE SHEET C5.0
MATCH LINE SEE SHEET C5.2
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 7/1/2019 4:25 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTS
SSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSANSANSANDENSE TREESDENSE TREESDENSE TREESFOO
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MATCH LINE SEE SHEET C5.1
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 7/1/2019 4:25 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTS
MATCH LINE SEE SHEET C5.3
CONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYSAN. MHTOP=515.478" PVCIN=496.0'8" PVCOUT=496.0'SAN. MHTOP=514.97'8" PVCIN=495.7' (SW)8" PVCIN=495.7'8" PVCOUT=495.7'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5'8" PVCOUT=504.5'SAN. MHTOP=497.48'8" PVCIN=482.3' (SW)8" PVCIN=482.3' (W)8" PVCOUT=481.6'8" P
V
C
S
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DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C5.0 GRADING AND DRAINAGE.dwg | Plotted on 7/1/2019 4:25 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTS
MATCH LINE SEE SHEET C5.2
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568 572574530570562564566568572574576550542544546548552554556530540580572574576578582520530C3-1C3-2228212132142108106104122112102100402WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)5' SURVEYCONTOURS4' GIS CONTOURS0.850.453000.910.501080.320.351420.470.351320.900.481061.260.461040.520.611020.290.351120.280.792281.060.352120.350.812261.430.352100.460.762240.270.35122NAD 83SCALE 1"=50'100'50'0LEGENDAREACSTRDRAINAGE AREA DELINEATIONJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C7.0 INLET DRAINAGE AREA MAP.dwg | Plotted on 7/1/2019 4:27 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC6.0INLET DRAINAGE AREAS A. MABEEJ. SHOWALTERC. KOTARSKI1"=50'MATCH LINE SEE SHEET C6.1
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T
B
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I
DG
E
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DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C7.0 INLET DRAINAGE AREA MAP.dwg | Plotted on 7/1/2019 4:27 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC6.1INLET DRAINAGE AREAS A. MABEEJ. SHOWALTERC. KOTARSKI1"=50'MATCH LINE SEE SHEET C6.0
DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESFOO
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FOOTBRIDGEDIDIDIDICANOPYSHED565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLATDI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.SAN. MHTOP=515.478" PVC IN=496.0'8" PVC OUT=496.0'SAN. MHTOP=514.97'8" PVC IN=495.7' (SW)8" PVC IN=495.7'8" PVC OUT=495.7'DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'60' ACCESSEASEMENTDB 1514-660QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECKSignCENTER FORAPPLIEDBIOMECHANICSSIEMENSCORPORATION4
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546
548
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5
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25645
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6568572574 574574574576576578578582582582582584584584584586586588588560580572574576578
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2554556558562564566568572 574576
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562564566568572574576578470480490500510520530540550462464466468472474476478482
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46047048049050051045846246446646847247447647848248448648849249449649850250450650851251
4470480490500510480490500570580590600568572574576578582584586588592594596598602
48049050051052053047647848248448648849249449649850250450650851251451651852252452652853253453647
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480
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9
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496570580590572574576578582584586588592 570570 580580500510520530APPROXIMATE LOCATIONOF EXISTING SEPTIC FIELDAPPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008APPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPAPPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYDEX-1ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DTIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE TOEXISTINGDITCHUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DTIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)ST'D UD-4REQ'DUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DCONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)5' SURVEY CONTOURS4' GIS CONTOURS2' S
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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
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1+00CULVERT #1CULVERT #2CULVERT #3DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESFOOT BRIDGE FOOTBRIDGE
DIDIDIDICANOPY CANOPYSHEDCANOPY565DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESINNOVATION DRIVE - 100' R/W(FORMERLY LEWIS & CLARK DRIVE)DB 2635-454DB 3415-455, 460 PLAT#36551 STY. W/BASEMENTRESIDENCE#36401 STY. W/ CELLARRESIDENCE METAL GARAGE1 STY.BLDG.DI-7TOP=596.90'15" RCP OUT=590.4'DI-1TOP=584.16''15" RCP OUT=581.8'DI-3B L=8'TOP=587.31'15" RCP IN=580.9'15" RCP OUT=580.9'DI-3B L=6'TOP=587.77'15" RCP IN=581.7'15" RCP OUT=581.7'DI-3B L=4'TOP=579.56'15" RCP IN=574.5'15" RCP OUT=574.4'DI-1TOP=571.21'15" RCP IN=565.5'18" RCP OUT=565.4'DI-3B L=10'TOP=573.56'6" HDPE IN=568.7' (E)2' PVC IN=571.3' (W)18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=4'TOP=573.74'18" RCP IN=564.6'24' RCP IN=564.4'30" RCP OUT=564.3'DI-3B L=10'TOP=573.56'18" RCP IN=565.0'18" RCP OUT=564.9'DI-3B L=10'TOP=570.25'24" RCP IN=565.5'24" RCP OUT=565.4'DI-3B L=10'TOP=569.98'15" RCP IN=565.7'18" RCP IN=565.7'24" RCP OUT=565.6'DI-3B L=10'TOP=570.31'18" RCP IN=566.6'18" RCP OUT=566.5'DI-3B L=14'TOP=571.28'28" RCP OUT=567.5'ELEC. TRANS.SAN. MHTOP=515.478" PVCIN=496.0
'8" PVCOUT=496.0
'SAN. MHTOP=514.97'8" PVCIN=495.7
' (SW)8" PVCIN=495.7
'8" PVCOUT=495.7
'SAN. MHTOP=510.83'8" PVCIN=494.2'8" PVCOUT=494.1'SAN. MHTOP=510.68'8" PVCIN=504.5
'8" PVCOUT=504.5
'SAN. MHTOP=497.48'8" PVCIN=482.3' (SW)8" PVCIN=482.3' (W)8" PVCOUT=481.6'8" PVC
S
SDI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'15" RCP OUT=567.1'DI-1TOP=568.87'15" RCP IN=566.7'15" RCP OUT=566.7'MH-1TOP=575.70'30" RCP IN=563.8' (N)15" RCP IN=570.7' (S)30" RCP OUT=563.8'60' ACCESSEASEMEN
TDB 1514-660SAN.SEWEREASEMENTDB1789-230SAN.SEWEREASEMENTDB1789-230AIRPORT ROAD(RTE. 649)LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVEDECKDECK Sign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
19DLOT B9.1UNIVERSITY OF VIRGINIA FOUNDATIOND.B. 3851, PG. 182D.B. 1514, PG. 667,
PLATAIRPORT ROADSTATE ROUTE 649DB 2635-454HIGHWAY PLAT BOOK XIV, P. 187STATE HIGHWAY PROJECT0649-002-158, C-501TMP 32-20FN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203DB 2550-122DB 3503-185 PLATTMP 32A-1-B-5LOT 5, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-6LOT 6, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-7LOT 7, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-8LOT 8A, BLOCK BCLOVER'S AIRPORT ACRESDB 379-421, PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP 32, PARCEL 19CUNIVERSITY OF VIRGINIA FOUNDATIONDB 4277-064LOT 1DB 1439-60 PLATPARCEL XDB 1474-117, 119 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTMP 32A-1-B-8BLOT 8B, BLOCK BCLOVER'S AIRPORT ACRESDB 379-421, PLATTMP 32A-1-B-9ALOT 9A, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-9BLOT 9B, BLOCK BCLOVER'S AIRPORT ACRESDB 380-398, PLATTMP 32A-1-B-10LOT 10, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32A-1-B-11LOT 11, BLOCK BCLOVER'S AIRPORT ACRESDB 350-193 PLATTMP 32-20CN/F WILLIAM SCOTT MARSHALL, TRUSTEEDB 4464-203CLOVER'S AIRPORT ACRESDB 350-193 PLATTAX MAP03200-00-00-006R0UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244 PLATTAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATTMP 32-18BUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 3415-455 PLATTMP 32-18UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-18AUNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 1802-682, 684 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPAPPROX. LOCATION OFSTOCKPILE HAUL ROADAPPROXIMATE LOCATION OFSTOCKPILE FOR CUT SOIL FROMLEWIS & CLARK DRIVE EXTENSION.APPROX. CAPACITY = 32,000 CYDEX-1ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DTIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE UD-4 TOINLET (TYP.)TIE TOEXISTINGDITCHUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)UD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DST'D UD-3REQ'DTIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)TIE UD-3 TOINLET (TYP.)ST'D UD-4REQ'DUD-4 SHALL BE SOLID(NON-PERFORATED)ACROSS PROPOSEDROAD. TIE TO INLET(TYP.)ST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DST'D UD-4REQ'DCONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONFIRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCTIONAND COORDINATE ANYDISCREPANCIES WITHENGINEER (TYP).CONTRACTOR TO CONF
IRMELEVATION OF ALLCONNECTION POINTS BEFOREBEGINNING CONSTRUCT
IONAND COORDINATE ANYDISCREPANCIES W
ITHENGINEER (TYP).STREAM(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)STREAM (TYP.)STREAM (TYP.)WETLANDS(TYP.)WETLANDS(TYP.)STREAM(TYP.)WETLANDS(TYP.)5' SURVEYCONTOURS4' GIS CONTOURS2' SURVEY CONTOURS4' GIS CONTOURS2410.61CULVERT 112.510.27CULVERT 385.00.60CULVERT 2DITCHSECTION A-ADITCH SECTION B-BEASTERN DITCHCRITICAL SECTIONMAX. VELOCITYWHEN SLOPE IS 6%OR GREATERDITCH SECTION C-CEASTERN DITCHCRITICAL SECTION FORVELOCITY WHEN SLOPEIS LESS THAN 6%DD EE1+69.080+001+00CULVERT #1CULVERT #2CULVERT #3NAD 830300'SCALE 1"=150'150'LEGENDAREACSTRDRAINAGE AREA DELINEATION2.0'GRASS LINEDCHANNEL WITHVESCHTREATMENT-2SLOPE = 6.0%Tc = 5 min.Q2 = 2.52 cfsQ10 = 3.27 cfs2-YR VELOCITY = 4.10 FPS10-YR DEPTH = 0.70'DITCH SECTION B-B(No Scale)2:
12:1OVERALL DRAINAGE AREA MAPSCALE: 1" = 500'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C6.0 DRAINAGE AREA MAP.dwg | Plotted on 7/1/2019 4:29 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSAS SHOWNC7.0CULVERT DRAINAGE AREAS AND DITCH CALCULATIONS
2.0'GRASS LINEDCHANNEL WITHVESCHTREATMENT-1SLOPE = LESS THAN 6.0%Tc = 5 min.Q2 = 2.52 cfsQ10 = 3.27 cfs2-YR VELOCITY = 3.90 FPS10-YR DEPTH = 0.70'DITCH SECTION C-C(No Scale)2:
12:1SEE ESC PHASE II FOR DITCHSTABILIZATION BLANKET AREAS5.0'SLOPE = 3.3%Tc = 45.6 min.AREA = 241C = 0.61Q2 = 266+18 = 284 cfsQ10 = 363+25 = 388 cfs2-YR VELOCITY = 8.15 FPS10-YR DEPTH = 2.9'CHANNEL SECTION D-D(No Scale)4:11:310.0'1.0'SLOPE = 8.0%Tc = 31 min.AREA = 85C = 0.60Q2 = 114 cfsQ10 = 154 cfs2-YR VELOCITY = 8.94 FPS10-YR DEPTH = 1.80'CHANNEL SECTION E-E(No Scale)1:
11:110.5'2.0'SLOPE = 6%Tc = 13.7 min.Q2 = 12.10 cfsQ10 = 15.94 cfs2-YR VELOCITY = 5.89 FPS10-YR DEPTH = 1.13'DITCH SECTION A-A(No Scale)2:
12:1GRASS LINEDCHANNEL WITHVESCHTREATMENT-22'
12+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 108-100515520525530535540545550555560565570575580515520525530535540545550555560565570575580570.2568.6566.7564.3561.9559.4557.1
554.7
552.2
549.8
547.2
544.6
541.7
538.6
535.3
533.29+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 142-108555560565570575580555560565570575580568.7
570.29+5010+0011+0011+50104: DI-3B 8 ft ThroatSTA 15+08.58TOP 546.80INV IN 537.77 (105)INV IN 537.81 (121)INV OUT 537.67 (103)106: DI-3B 8 ft ThroatSTA 12+41.91TOP 559.77INV IN 551.23 (131)INV IN 551.23 (107)INV OUT 551.13 (105)108: DI-3B 8 ft ThroatSTA 10+00.00TOP 570.21INV IN 561.63 (141)INV OUT 561.53 (107)100: ES-1 for 24 inch PipeSTA 17+62.13TOP 527.12INV IN 524.87 (101)10132.50' OF24" RCP@ 0.50%102: DI-3B 8 ft ThroatSTA 17+29.63TOP 533.37INV IN 525.13 (111)INV IN 526.61 (103)INV OUT 525.03 (101)108: DI-3B 8 ft Throat
STA 10+72.88
TOP 570.21
INV IN 561.63 (141)
INV OUT 561.53 (107)14172.88' OF15" RCP@ 1.00%142: DI-5
STA 10+00.00
TOP 568.70
INV OUT 562.36 (141)EX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADE1.5' MIN12"WATERMAIN103221.11' OF15" RCP@ 5.00%105267.19' OF15" RCP@ 5.00%107242.35' OF15" RCP@ 4.25%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 402- EXISTING555560565570575580555560565570575580572.6
572.09+5010+0011+0011+50EX. GROUNDFUTUREGRADE401102.24' OF15" RCP@ 1.00%402: DI-3B 8 ft Throat
STA 10+00.00
TOP 572.58
INV OUT 568.62 (401)
EX-1
STA 11+02.24
TOP 571.28
INV OUT 567.50 (28" EXISTING)
INV IN 567.60 (401)EXISTING 14' DI-3BSTORM STRUCTURETO REMAINSTEP DOWNSTRUCTURE WITH 12"STEEL PLATEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 7/1/2019 4:30 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC8.0STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A12" STEEL PLATE SHALL BE ADDED TO THE BOTTOMOF THE MANHOLE TO PREVENT DETERIORATION OFTHE BOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT95% COMPACTION & EMBANKMENT MATERIAL SHALLCONSIST PREDOMINANTLY OF SOIL AND BE PLACEDIN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8"IN THICKNESS BEFORE COMPACTION INACCORDANCE WITH VDOT 2007 ROAD AND BRIDGESPECIFICATION 303.04. AFTER 3' VERTICALPLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATERECENTLY LAID FILL AND INSTALL COMPACTED VDOTSTD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21AAREA CENTERED ON THE INLET(S). CONTRACTORSHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C.21A STONE BASE IN INSTALLED BETWEEN THEEXISTING GROUND AND THE PROPOSED INLET(S)BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROADACCEPTANCE.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 112-102515520525530535540515520525530535540HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 122-104525530535540545550525530535540545550HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 132-106540545550555560565540545550555560565558.3559.89+5010+0011+0011+50545.4546.89+5010+0011+0011+50531.9
533.49+5010+0011+0011+50106: DI-3B 8 ft ThroatSTA 10+72.87TOP 559.77INV IN 551.23 (131)INV IN 551.23 (107)INV OUT 551.13 (105)13172.87' OF15" RCP@ 1.00%132: DI-5STA 10+00.00TOP 558.26INV OUT 551.96 (131)12172.89' OF15" RCP@ 1.75%104: DI-3B 8 ft ThroatSTA 10+72.89
TOP 546.80
INV IN 537.77 (105)
INV IN 537.81 (121)
INV OUT 537.67 (103)12172.89' OF15" RCP@ 1.75%122: DI-5STA 10+00.00TOP 545.36INV OUT 539.09 (121)11172.87' OF15" RCP@ 0.75%112: DI-5
STA 10+00.00
TOP 531.86
INV OUT 525.68 (111)
102: DI-3B 8 ft Throat
STA 10+72.87
TOP 533.37
INV IN 525.13 (111)
INV IN 526.61 (103)
INV OUT 525.03 (101)EX. GROUNDEX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADEFUTUREGRADE12"WATERMAIN12"WATERMAIN12"WATERMAIN1.5' MIN.1.5' MIN.1.5' MIN.HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 312-310500505510515520500505510515520517.0
516.4
514.59+5010+0011+0012+0012+50310: JB 60X60 INCH
STA 11+49.43
TOP 512.61
INV IN 508.90 (311)
INV OUT 508.80 (2-EX 15" RCP)311149.43' OF18" CLASS IV RCP@ 3.27%EX. GROUNDFUTUREGRADE6" WATERLINE1.5' MIN312: DI-7 TYP I GRATE
STA 10+00.00
TOP 517.00
INV OUT 513.79 (311)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 262-254470475480485490495470475480485490495HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 274-256485490495500505510485490495500505510HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 284-258490495500505510515490495500505510515512.9511.69+5010+0011+0011+50507.2506.09+5010+0011+0011+50491.9
491.59+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 242-222465470475480485490465470475480485490486.69+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 232-222465470475480485490465470475480485490258: DI-5STA 10+77.71TOP 509.45INV IN 503.53 (281)INV OUT 503.43 (257)28146.69' OF15" RCP@ 1.00%282: DI-3B 12 ft ThroatSTA 10+31.02TOP 512.50INV IN 504.57 (283)INV OUT 504.00 (281)284: DI-3B 12 ft ThroatSTA 10+00.00TOP 512.92INV OUT 504.88 (283)28331.02' OF15" RCP@ 1.00%256: DI-5STA 10+74.58TOP 503.92INV IN 498.11 (257)INV IN 498.01 (271)INV OUT 497.91 (255)27143.54' OF15" RCP@ 1.00%272: DI-3B 12 ft ThroatSTA 10+31.04TOP 506.82INV IN 498.89 (273)INV OUT 498.45 (271)27331.04' OF15" RCP@ 1.01%274: DI-3B 12 ft ThroatSTA 10+00.00TOP 507.18INV OUT 499.20 (273)
254: DI-5
STA 10+72.87
TOP 489.45
INV IN 483.26 (261)
INV IN 483.26 (255)
INV OUT 483.01 (253)26172.87' OF15" RCP@ 1.00%262: DI-3B 12 ft Throat
STA 10+00.00
TOP 491.87
INV OUT 483.99 (261)222: DI-3C 12 ft ThroatSTA 10+25.00TOP 486.57INV IN 481.83 (231)INV IN 479.24 (241)INV OUT 479.12 (221)24125.00' OF15" RCP@ 4.49%242: DI-3B 12 ft Throat
STA 10+00.00
TOP 486.63
INV OUT 480.36 (241)
486.69+5010+0011+0011+50222: DI-3C 12 ft Throat
STA 10+25.43
TOP 486.57
INV IN 481.83 (231)
INV IN 479.24 (241)
INV OUT 479.12 (221)23125.43' OF15" RCP@ 1.75%232: DI-3B 12 ft Throat
STA 10+00.00
TOP 486.59
INV OUT 482.27 (231)EX. GROUNDEX. GROUNDEX. GROUNDEX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADEFUTUREGRADEFUTUREGRADEFUTUREGRADE12"WATERMAIN12"WATERMAIN12"WATERMAIN1.5' MIN.1.5' MIN.1.5' MIN.STEP DOWNMANHOLE WITH 12"STEEL PLATESTEP DOWNSTRUCTURE WITH 12"STEEL PLATEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 7/1/2019 4:30 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC8.1STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A 12"STEEL PLATE SHALL BE ADDED TO THE BOTTOM OF THEMANHOLE TO PREVENT DETERIORATION OF THEBOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED A OPENENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95%COMPACTION & EMBANKMENT MATERIAL SHALL CONSISTPREDOMINANTLY OF SOIL AND BE PLACED INSUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" INTHICKNESS BEFORE COMPACTION IN ACCORDANCEWITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION303.04. AFTER 3' VERTICAL PLACEMENT OF FILL,CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILLAND INSTALL COMPACTED VDOT STD. 21A STONE IN AN8'x8' O.C. COMPACTED 21A AREA CENTERED ON THEINLET(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDINLET(S) BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 212-200445450455460465470475480485490495500505510515520525530445450455460465470475480485490495500505510515520525530516.8515.0512.1508.9505.8502.1498.6497.6495.7493.8
491.7
489.2
488.8
488.3
487.4
485.9
485.1
474.89+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+50200: ES-1 for 24 inch PipeSTA 18+67.93TOP 464.75INV IN 462.50 (201)20113.38' OF24" RCP@ 1.05%202: MH-2STA 18+54.55TOP 472.51INV IN 467.43 (203)INV OUT 462.64 (201)20339.33' OF24" RCP@ 15.00%204: DI-5STA 18+15.22TOP 485.06INV IN 476.17 (205)INV IN 476.72 (251)INV IN 476.02 (221)INV OUT 473.33 (203)20524.52' OF18" RCP@ 3.25%206: DI-5STA 17+90.70TOP 485.07INV IN 477.07 (207)INV OUT 476.97 (205)208: DI-5STA 15+48.15TOP 489.30INV IN 482.53 (223)INV IN 482.63 (209)INV OUT 482.43 (207)210: DI-5STA 12+82.81TOP 499.47INV IN 492.96 (225)INV IN 492.66 (211)INV OUT 492.56 (209)212: DI-5STA 10+00.00TOP 516.82INV IN 510.43 (227)INV OUT 510.33 (211)EX. GROUNDFUTUREGRADE211283.63' OF15" RCP@ 6.23%209266.11' OF15" RCP@ 3.73%207243.13' OF15" RCP@ 2.20%STEP DOWNSTRUCTURE WITH 12"STEEL PLATECULVERT 1STEP DOWNSTRUCTURE WITH 12"STEEL PLATEAND VDOT STD. SL-1SEWER LINE TO BECONSTRUCTED PERSEWER EXTENSIONPLANSHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 226-210485490495500505510515520485490495500505510515520501.0
501.59+5010+0011+0011+50210: DI-5
STA 10+72.93
TOP 499.47
INV IN 492.96 (225)
INV IN 492.66 (211)
INV OUT 492.56 (209)22572.93' OF15" RCP@ 1.50%226: DI-3B 12 ft Throat
STA 10+00.00
TOP 500.98
INV OUT 494.06 (225)EX. GROUNDFUTUREGRADE12"WATERMAINSTEP DOWNSTRUCTURE WITH 12"STEEL PLATE1.5' MIN.HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 224-208475480485490495500475480485490495500490.8
491.39+5010+0011+0011+50208: DI-5
STA 10+72.88
TOP 489.30
INV IN 482.53 (223)
INV IN 482.63 (209)
INV OUT 482.43 (207)22372.88' OF15" RCP@ 1.75%224: DI-3B 12 ft Throat
STA 10+00.00
TOP 490.76
INV OUT 483.81 (223)EX. GROUNDFUTUREGRADE12"WATERMAINSEWER LINE TO BECONSTRUCTED PERSEWER EXTENSIONPLANS1.5' MIN.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 7/1/2019 4:30 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC8.2STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A 12"STEEL PLATE SHALL BE ADDED TO THE BOTTOM OF THEMANHOLE TO PREVENT DETERIORATION OF THEBOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED A OPENENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95%COMPACTION & EMBANKMENT MATERIAL SHALLCONSIST PREDOMINANTLY OF SOIL AND BE PLACED INSUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" INTHICKNESS BEFORE COMPACTION IN ACCORDANCEWITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION303.04. AFTER 3' VERTICAL PLACEMENT OF FILL,CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILLAND INSTALL COMPACTED VDOT STD. 21A STONE IN AN8'x8' O.C. COMPACTED 21A AREA CENTERED ON THEINLET(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDINLET(S) BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 258-204460465470475480485490495500505510460465470475480485490495500505510509.4508.1506.0503.2502.4500.2497.5494.4491.0
488.9
487.9
486.8
485.9
485.3
485.19+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50204: DI-5STA 17+09.35TOP 485.06INV IN 476.17 (205)INV IN 476.72 (251)INV IN 476.02 (221)INV OUT 473.33 (203)25125.00' OF18" RCP@ 3.00%252: DI-5STA 16+84.35TOP 485.12INV IN 477.57 (253)INV OUT 477.47 (251)253250.00' OF18" RCP@ 2.18%254: DI-5
STA 14+34.35
TOP 489.45
INV IN 483.26 (261)
INV IN 483.26 (255)
INV OUT 483.01 (253)
256: DI-5STA 11+42.09TOP 503.92INV IN 498.11 (257)INV IN 498.01 (271)INV OUT 497.91 (255)258: DI-5STA 10+00.00TOP 509.45INV IN 503.53 (281)INV OUT 503.43 (257)EX. GROUNDFUTUREGRADE257142.22' OF15" RCP@ 3.74%255293.23' OF15" RCP@ 5.00%253250.00' OF18" RCP@ 2.18%CULVERT 2STEP DOWNSTRUCTURE WITH 12"STEEL PLATEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 228-212500505510515520525530535500505510515520525530535HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR 222-204465470475480485490465470475480485490518.5
518.99+5010+0011+0011+50212: DI-5
STA 10+73.14
TOP 516.82
INV IN 510.43 (227)
INV OUT 510.33 (211)22773.14' OF15" RCP@ 1.00%228: DI-3B 12 ft Throat
STA 10+00.00
TOP 518.45
INV OUT 511.16 (227)
486.6
487.19+5010+0011+0011+5022172.87' OF15" RCP@ 4.26%204: DI-5
STA 10+72.87
TOP 485.06
INV IN 476.17 (205)
INV IN 476.72 (251)
INV IN 476.02 (221)
INV OUT 473.33 (203)
222: DI-3C 12 ft Throat
STA 10+00.00
TOP 486.57
INV IN 481.83 (231)
INV IN 479.24 (241)
INV OUT 479.12 (221)EX. GROUNDEX. GROUNDFUTUREGRADEFUTUREGRADE12"WATERMAIN12"WATERMAINSTEP DOWNSTRUCTURE WITH 12"STEEL PLATESTEP DOWNMANHOLE WITH 12"STEEL PLATE1.5' MIN.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.0 STORM PIPE PROFILES.dwg | Plotted on 7/1/2019 4:30 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC8.3STORMWATER PIPE PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/ANOTE:1.WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A12" STEEL PLATE SHALL BE ADDED TO THE BOTTOMOF THE MANHOLE TO PREVENT DETERIORATION OFTHE BOTTOM.2.WATER MAINS ARE REQUIRED TO BE INSULATED AOPEN ENDED STORM CROSSINGS.3.CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT95% COMPACTION & EMBANKMENT MATERIAL SHALLCONSIST PREDOMINANTLY OF SOIL AND BE PLACEDIN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8"IN THICKNESS BEFORE COMPACTION INACCORDANCE WITH VDOT 2007 ROAD AND BRIDGESPECIFICATION 303.04. AFTER 3' VERTICALPLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATERECENTLY LAID FILL AND INSTALL COMPACTED VDOTSTD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21AAREA CENTERED ON THE INLET(S). CONTRACTORSHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C.21A STONE BASE IN INSTALLED BETWEEN THEEXISTING GROUND AND THE PROPOSED INLET(S)BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE VDOT WITHCOMPACTION RESULTS PRIOR TO ROADACCEPTANCE.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 3 PROFILE515520525530535515520525530535528.7
530.4
527.79+5010+0011+0012+00CULV3134.54' OF30" RCP@ 3.18%C3-2: ES-1 for 30 inch Pipe
STA 11+34.54
TOP 524.29
INV IN 521.50 (CULV3)
C3-1: ES-1 for 30 inch Pipe
STA 10+00.00
TOP 528.57
INV OUT 525.78 (CULV3)HORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 2 PROFILE465470475480485490495465470475480485490495491.1
491.3
487.39+5010+0011+0012+00CULV2163.58' OF72WX48H INCH BOX CULVERT*PER VDOT STD. BCS-20@ 1.53%C2-1: 2 WING WALLS PER
VDOT STD. BCW-21*
STA 10+10.29
TOP 480.50
INV OUT 475.00 (CULV2)
C2-2: 2 WING WALLS PER
VDOT STD. BCW-21* (SKEW OF 15°)
STA 11+73.87
TOP 478.00
INV IN 472.50 (CULV2)PROP. GRADEEX. GRADEPROP. GRADEEX. GRADEHORIZ SCALE: 1"=50'VERT SCALE: 1"=5CULVERT 1 PROFILE450455460465470475480485490450455460465470475480485490465.8486.0487.3487.5
482.0
462.99+5010+0011+0012+0013+00CULV1251.22' OF60WX60H INCH DOUBLE BOXCULVERT* PER VDOT STD. BCD-30@ 0.80%C1-2: 2 WING WALLS PER
VDOT STD. PER BCW-22* (SKEW OF 44°)
STA 12+51.36
TOP 467.92
INV IN 459.00 (CULV1)
C1-1: 2 WING WALLS PERVDOT STD. BCW-21*STA 10+00.14TOP 469.92INV OUT 461.00 (CULV1)PROP. GRADEEX. GRADE12" WATERMAIN12" WATERMAIN12" WATERMAIN1.5' MIN.*CULVERT NOTES:1.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SIGNED BY A STRUCTURAL PE TO BE APPROVED BYTHE ENGINEER PRIOR TO CONSTRUCTION FOR CULVERT 1 AND 2 CULVERTS AND ENDWALLS. DESIGNFOR CULVERT AND ENDWALLS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS ANDREQUIREMENTS OF SECTION 6.5 OF THE REVISED GEOTECHNICAL ENGINEERING FOR THIS PROJECT.2.WALL BACKFILL AND BEDDING FOR BOX CULVERTS AND THE END WALLS SHALL CONFORM TO DETAILPB-1 OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS. WALL BACKFILL SHALL BE VDOT CLASS I ANDSHALL BE COMPACTED IN ACCORDANCE WITH THE 2016 VDOT ROAD AND BRIDGE STANDARDS ANDCOMPACTION REQUIREMENTS IN THE SPECIFICATIONS. THE BACKFILL SHALL EXTEND HORIZONTALLYAT LEAST ONE-HALF THE STRUCTURE HEIGHT BEHIND THE BACK OF THE STRUCTURE, OR 36 INCHES,WHICHEVER IS GREATER.3.A DRAINAGE LAYER (SUCH AS CLEAN STONE OR PREFABRICATED DRAINAGE BOARD) SHALL BE PLACEDBEHIND THE END WALLS AND COMPACTED WITH A HAND-OPERATED EQUIPMENT WITHIN 5 FEET OF THEWALLS.4.UNDERCUT ANY SOFT ALLUVIAL SOILS BENEATH THE CULVERT BOTTOMS AND END WALLS TO REACH ANACCEPTABLE, STIFF SUBGRADE CULVERT AND END WALL SUPPORT. THE UNDERCUT SHALL EXTEND AHORIZONTAL DISTANCE OF AT LEAST THE FOUNDATION (OR CULVERT BOTTOM) WIDTH OUTSIDE THEFOUNDATION. AFTER UNDERCUTTING BENEATH THE CULVERTS AND END WALLS, EXPOSED SOILS ATEXCAVATION BOTTOM SHALL BE EVALUATED BY THE GEOTECHNICAL OR HIS REPRESENTATIVE TOCONFIRM THAT THE SUBGRADE IS ADEQUATELY STIFF.5.BACKFILLING OF UNDERCUT AREAS SHALL BE CONDUCTED IN ACCORDANCE WITH THE BEDDINGREQUIREMENTS OF DETAIL PB-1 OF THE VDOT ROAD AND BRIDGE STANDARDS, WHICH REFERENCESSECTION 302 OF THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. THAT IS, THE BACKFILL SHALLCONSIST OF VDOT NO. 25 OR NO. 26 AGGREGATE. IF STANDING OR RUNNING WATER IS PRESENT IN THEEXCAVATION, VDOT NO. 57 STONE SHALL BE USED TO BACKFILL TO A HEIGHT OF AT LEAST 12 INCHESABOVE THE STANDING WATER LEVEL, AND THE VDOT NO. 57 STONE SHALL BE CAPPED WITH 4 INCHESOF COMPACTED VDOT NO. 25 OR NO. 26 AGGREGATE. THE VDOT NO. 57 STONE SHALL BE WRAPPED IN ASEPARATION GEOTEXTILE FABRIC THAT MEETS REQUIREMENTS DESCRIBED IN SECTION 245.03(C) OFTHE VDOT 2016 ROAD AND BRIDGE SPECIFICATIONS.6.FOUNDATION EXCAVATIONS FOR END WALLS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEEROR HIS REPRESENTATIVE PRIOR TO REINFORCING STEEL AND CONCRETE PLACEMENT. THEEVALUATION SHALL INVOLVE PROBING OF FOUNDATION BEARING SURFACES, ADVANCING SHALLOWHAND AUGER BORINGS, AND DYNAMIC CONE PENETROMETER (DCP) TESTING. IF SOFT FOUNDATIONBEARING SOILS ARE ENCOUNTERED, THEY SHALL BE OVEREXCAVATED AND REPLACED WITH VDOT NO.57 STONE.7.COUNTER SINK THE UPSTREAM AND DOWNSTREAM INVERTS OF CULVERTS 1 AND 2 6" BELOW THEEXISTING STREAM BED ELEVATION PER VDOT DRAINAGE MANUAL SECTION 8.3.7.STORM PIPE 207STORMSTRUCTURE 254JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\C8.5 STORM PIPE PROFILES - CULVERTS.dwg | Plotted on 7/1/2019 4:31 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 A. MABEEJ. SHOWALTERC. KOTARSKI12/18/2018 REVISED PER COMMENTS
3/25/2019 REVISED PER COMMENTS
6/28/2019 REVISED PER COMMENTSC8.4STORM CULVERT PROFILES A. MABEEJ. SHOWALTERC. KOTARSKIN/A
GENERAL:
1. THIS PROJECT IS CLASSIFIED AS TYPE A, UNDER THE VDOT CLASSIFICATION SYSTEM.
2. THE PROJECT LENGTH IS APPROXIMATELY 3,800 FEET THROUGH FORESTED LAND. THE
WIDTH OF THE WORK ZONE VARIES BETWEEN 100' AND 160'.
3. THE PURPOSE OF THIS PROJECT IS TO PROVIDE A CONNECTION FROM THE EXISTING
TERMINUS OF INNOVATION DRIVE NORTHWARD TO THE INTERSECTION OF ROUTE 1571
(LEWIS AND CLARK DRIVE) AND ROUTE 1666 (QUAIL RUN ROAD). THIS WILL PROVIDE
ACCESS FOR FUTURE DEVELOPMENT. THE CONSTRUCTION CONSISTS OF FILL
EXCAVATION, CONSTRUCTING A NEW ROAD, INSTALLATION OF A SHARED-USE PATH,
INSTALLATION OF CURB RAMPS, AND INSTALLATION OF PAVEMENT MARKINGS.
4. TRAFFIC ALONG THE CONNECTING ROADS IS MINOR AND CONSISTS PRIMARILY OF
COMMUTERS AND LOCAL RESIDENTS.
5. THE EXISTING POSTED SPEED LIMIT FOR ROUTE 1571 (LEWIS AND CLARK DRIVE), ROUTE
1666 (QUAIL RUN ROAD), AND INNOVATION DRIVE IS 35 MPH. ALL EXISTING SPEED LIMITS
ARE EXPECTED TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.
TEMPORARY TRAFFIC CONTROL (TTC) / MAINTENANCE OF TRAFFIC (MOT):
6. THE MAJOR CONSTRUCTION PHASES WILL TAKE PLACE BEYOND THE EXISTING ROAD
SECTION. EXISTING TRAFFIC PATTERNS WILL BE MAINTAINED WITH MINIMAL IMPACTS
WHILE A SIGNIFICANT PORTION OF WORK IS COMPLETED. TYPE III BARRICADES WITH
"ROAD CLOSED" SIGNS AND GROUP II CHANNELIZING DEVICES SHALL BE PROVIDED AT
THE EXISTING ROADWAY CONNECTIONS.
7. SHOULDER CLOSURES AND FLAGGING OPERATIONS ARE ANTICIPATED FOR THIS
PROJECT AND SHALL BE PROVIDED IN ACCORDANCE WITH THE VIRGINIA WORK AREA
PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). THE FOLLOWING
TEMPORARY TRAFFIC MEASURES SHALL BE USED:
7.1. TTC-4.1 - STATIONARY OPERATION ON A SHOULDER
7.2. TTC-5.1 - SHOULDER OPERATION WITH MINOR ENCROACHMENT
7.3. TTC-17.1 - INSIDE LANE CLOSURE OPERATION ON A FOUR-LANE ROADWAY
7.4. TTC-67.0 - LANE CLOSURE OPERATION THROUGH AN UNSIGNALIZED INTERSECTION
8. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.
PUBLIC COMMUNICATION PLAN:
9. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE USED TO NOTIFY THE
TRAVELING PUBLIC OF ANY SUCH MAJOR TRAFFIC CHANGES 72 HOURS IN ADVANCE OF
THE CHANGE.
TRANSPORTATION OPERATION PLAN:
10. THE CONTRACTOR SHALL INFORM VDOT WHEN A LANE CLOSURE IS PLANNED. THE
CONTRACTOR SHALL NOTIFY THE “REGIONAL TRAFFIC OPERATIONS CENTER” (RTOC)
WHEN THE CLOSURE IS IMPLEMENTED, AND AGAIN WHEN IT IS REMOVED. THE RTOC
WILL IN TURN PLACE THE INFORMATION INTO THE “511 VIRGINIA” TRAFFIC ALERT
SYSTEM (A SERVICE OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC
SYSTEM).
11. IN CASE OF EMERGENCY, CALL 911.
THE FOLLOWING IS A LIST OF LOCAL NON-EMERGENCY NUMBERS:
COUNTY FIRE: 434-296-5833
COUNTY SHERIFF: 434-296-5807
STATE POLICE: 434-293-3223
PROJECT PERSONNEL:
ENGINEER CONTACT: CRAIG KOTARSKI, TIMMONS GROUP: 434-327-1688
INSPECTOR: TBD
DEVELOPER CONTACT: TODD MARSHALL, UNIVERSITY OF VIRGINIA FOUNDATION:
434-924-2569
REGIONAL TRAFFIC OPERATIONS CENTER, SHIFT SUPERVISOR: 540-332-9500
VDOT DISTRICT PUBLIC AFFAIRS OFFICER: LOU HATTER, 540-727-3201
12. ANY TRAFFIC INCIDENT (IF APPLICABLE) THAT OCCURS DURING THE LIFE OF THIS
PROJECT WILL BE DISCUSSED BY THE CONTRACTOR, AND THE ENGINEER OF RECORD
TO DETERMINE WHETHER ANY CHANGES NEED TO BE MADE TO THE TRAFFIC CONTROL
ON THE PROJECT.
TMP GENERAL NOTES:
1. ANY REQUIRED LANE CLOSURES MUST BE APPROVED IN ADVANCE BY VDOT.
2. LANE CLOSURES ARE ONLY PERMITTED ON ROUTE 1571 (LEWIS AND CLARK ROAD) AND
ROUTE 1666 (QUAIL RUN ROAD) BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM AND 7:00
PM TO 5:30 AM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. FOR MORE INFORMATION, SEE TEMPORARY TRAFFIC CONTROL
IMPLEMENTATION ON THIS SHEET.
3. ALL AREAS EXCAVATED DEEPER THAN 2" (TWO INCHES) BELOW EXISTING PAVEMENT
SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY,
SHALL BE BACK FILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE PAVEMENT
SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST
PLACING, MAINTAINING, AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE
PRICE BID FOR OTHER ITEMS IN THE CONTRACT AND NO ADDITIONAL COMPENSATION
WILL BE ALLOWED.
4. TRAFFIC SHALL NOT BE STOPPED ON ROUTE 1571 (LEWIS AND CLARK DRIVE) AND
ROUTE 1666 (QUAIL RUN ROAD) FOR LONGER THAN FIVE MINUTES AT ANY TIME UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE DETAINED ON
INNOVATION DRIVE AT ANYTIME, UNLESS DIRECTED BY VDOT.
5. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS, WEEKENDS, OR ON
FRIDAY-SATURDAY-SUNDAY-MONDAY SURROUNDING HOLIDAY WEEKENDS UNLESS
OTHERWISE APPROVED IN ADVANCE BY VDOT.
6. ANY CONTRACT ITEM(S) NOT SPECIFICALLY NOTED IN THE MAINTENANCE OF TRAFFIC
MAY BE SCHEDULED FOR CONSTRUCTION AT THE CONTRACTOR'S OPTION, AS
APPROVED BY THE ENGINEER.
7. VEHICULAR AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES AND CONNECTING
STREETS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. PROPERTY
OWNERS SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY ACTIVITIES WHICH
WOULD IMPEDE ACCESS TO THEIR PROPERTY. IN ALL CASES IN WHICH EXISTING OR
ESTABLISHED TRAFFIC PATTERNS WILL BE DISRUPTED, THE CONTRACTOR WILL NOTIFY
ALL AFFECTED RESIDENTS AND/OR BUSINESSES A MINIMUM OF 48 HOURS IN ADVANCE
OF THE ANTICIPATED DISRUPTION BY DISTRIBUTING DOOR-TO-DOOR NOTICES. NOTICES
SHALL INCLUDE DETAILED DESCRIPTIONS OF THE CHANGES TO THE EXISTING TRAFFIC,
FOR ALL TRAFFIC ENTERING AND EXITING THE ADJACENT PROPERTIES DURING
CONSTRUCTION. A COPY OF THE NOTICE SHALL BE FORWARDED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF WORK.
8. ALL TRAFFIC CONTROL SHALL BE SET UP AND SPACED ACCORDING TO THE VIRGINIA
WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION).
9. CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL AS DIRECTED BY THE
VDOT AND/OR THE ENGINEER SHOULD FIELD CONDITIONS WARRANT.
10. CONTRACTOR MAY REDUCE LANE WIDTHS TO 11' MINIMUM DURING CONSTRUCTION.
ANY TEMPORARY PAVEMENT MARKINGS THAT ARE REQUIRED ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
11. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT AND MAINTENANCE OF ALL
TEMPORARY PAVEMENT MARKINGS AND SIGNAGE THAT ARE REQUIRED OR IMPLIED IN
THE CONSTRUCTION PHASING SHEETS THAT FOLLOW. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT,
PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTROL PERSONNEL, ETC. TO CONTROL
TRAFFIC DURING CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. ALL
TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS,
GUIDELINES, POLICIES, AND OBJECTIVES OF THE LATEST EDITION OF THE VIRGINIA
WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION),MANUAL
FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ALL VDOT AND ORANGE
COUNTY PERMITS.
12. AT NO TIME SHALL CONSTRUCTION TAKE PLACE ON BOTH THE RIGHT AND LEFT SIDES
OF VEHICLES, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
13. EMERGENCY VEHICLE, BUS, AND MAIL ROUTES SHALL BE MAINTAINED AT ALL TIMES.
TEMPORARY TRAFFIC CONTROL IMPLEMENTATION:
PHASE 1 CONSTRUCTION CONSISTS OF NEW ROADWAY CONSTRUCTION, THE INSTALLATION
OF A SHARED-USE PATH, CURB AND GUTTER, DRAINAGE STRUCTURES, CURB
RAMPS, AND PERFORMING GRADING OPERATIONS. THE MAJORITY OF
CONSTRUCTION ACTIVITIES SHALL TAKE PLACE BEYOND THE EXISTING ROADWAY.
THE CLEAR ZONE FOR THE WORK AREA ARE AS FOLLOWS:
ROUTE 1571 (LEWIS AND CLARK DRIVE) - 8 FEET
ROUTE 1666 (QUAIL RUN ROAD) - 8 FEET
INNOVATION DRIVE - 8 FEET
THE CLEAR ZONES WERE DETERMINED FROM FIGURE 2 - CLEAR ZONE AND
DROP-OFF REQUIREMENTS, FOUND IN APPENDIX A, SHEET A-4 OF THE LATEST
VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015
REVISION).
WHEN CONSTRUCTION OCCURS WITHIN THE CLEAR ZONE AT THE INTERSECTION OF
QUAIL RUN ROAD AND LEWIS AND CLARK DRIVE, FOR INSTALLATION OF PAVEMENT
TIE-INS, CURB RAMPS, CURB AND GUTTER, AND INTERSECTION SIGNING AND
PAVEMENT MARKINGS, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO
TTC-67.0 DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE
GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II
CHANNELIZING DEVICES AND PROPER SIGNAGE.
FOR THE INSTALLATION OF PAVEMENT MARKINGS ALONG LEWIS AND CLARK DRIVE,
TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO TTC-17.1 DURING THE
ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT
NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER
SIGNAGE.
WHEN CONSTRUCTION OCCURS OUTSIDE OF THE CLEAR ZONE ALONG QUAIL RUN
ROAD, TRAFFIC SHALL BE MAINTAINED ACCORDING TTC-4.1 OR TTC-5.1, AS
PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF
GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE.
TRANSPORTATION MANAGEMENT PLAN
GREGORY T. STECHER
ADVANCED WORK ZONE TRAFFIC
CONTROL VERIFICATION #071216003
TYPEIIIBARRICADE
R11-248"X30"INNOVATIONDRIVEINNOVATION DRIVE
ROAD CLOSURE TYPEIIIBARRICADER11-248"X30"ROUTE1571LEWISANDCLARKDRIVEROUTE 1666QUAILRUNROAD
ROUTE 1571
LEWIS AND CLARK DRIVE
ROAD CLOSURE
NAD83NOT TO SCALE NAD83NOT TO SCALE
C9.0 TRAFFICMANAGEMENTNOTESN/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISIONDESCRIPTION
TheseplansandassociateddocumentsaretheexclusivepropertyofTIMMONSGROUPandmaynotbereproducedinwholeorinpartandshallnotbeusedforanypurposewhatsoever,inclusive,butnotlimitedtoconstruction,bidding,and/orconstructionstakingwithouttheexpresswrittenconsentofTIMMONSGROUP.L:\203\41864.002-UVAF-Lewis_Clark_Ext\DWG\Sheet\CD\41864.002-203C-C9x.dwg|Plottedon3/19/201911:47AM|byGregStecher03/19/2019
LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002
G. STECHER
G. STECHER
K. O'MEARA
GREGORY T. STECHER
ADVANCED WORK ZONE TRAFFIC
CONTROL VERIFICATION #071216003
C9.1 TRAFFICMANAGEMENTDETAILSN/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISIONDESCRIPTION
TheseplansandassociateddocumentsaretheexclusivepropertyofTIMMONSGROUPandmaynotbereproducedinwholeorinpartandshallnotbeusedforanypurposewhatsoever,inclusive,butnotlimitedtoconstruction,bidding,and/orconstructionstakingwithouttheexpresswrittenconsentofTIMMONSGROUP.L:\203\41864.002-UVAF-Lewis_Clark_Ext\DWG\Sheet\CD\41864.002-203C-C9x.dwg|Plottedon3/19/20199:59AM|byGregStecher03/19/2019
LEWISANDCLARKDRIVEROADEXTENSIONCHARLOTTESVILLE,VA-ALBEMARLECOUNTY41864.002
G. STECHER
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DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L1.0 OVERALL LANDSCAPE PLAN.dwg | Plotted on 7/1/2019 4:35 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 M. RACHNERF. HANCOCKF. HANCOCKMO
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G
G
G
G
G
G
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
UGP
UGP
UGP
H O L L Y M E A D F I R E
R E S C U E S T A T I O N
LEWIS AND CLARK DRIVE ROAD
(3)QUE COC
SHRUB AREA MIX
(1,195 sf)
(3)CHI VIR
SHRUB AREA MIX
(302 sf)
(5)AME CAN
SHRUB AREA MIX
(961 sf)
(9)ACE SUG
(5)HAL CAR
SHRUB AREA MIX
(306 sf)
(3)MAG SWE
(4)COR FLO
(7)CER CAN
(3)OXY ARB
S
SAN
SAN
SAN
SAN SANTREES BOTANICAL NAME
ACE RUB ACER RUBRUM
ACE SUG ACER SACCHARUM
BET RIV BETULA NIGRA
NYS SYL NYSSA SYLVATICA
QUE ACU QUERCUS ACUTISSIMA
QUE BIC QUERCUS BICOLOR
QUE COC QUERCUS COCCINEA
SMALL DECIDUOUS TREE BOTANICAL NAME
AME CAN AMELANCHIER CANADENSIS
CER CAN CERCIS CANADENSIS
CHI VIR CHIONANTHUS VIRGINICUS
COR FLO CORNUS FLORIDA
HAL CAR HALESIA CAROLINA
MAG SWE MAGNOLIA VIRGINIANA
OXY ARB OXYDENDRUM ARBOREUM
PLANT SCHEDULE
SHRUB AREA MIX
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE
CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA
ECHINACEA PURPUREA / PURPLE CONEFLOWER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 7/1/2019 4:38 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
M. RACHNER
F. HANCOCK
F. HANCOCKMOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT03/25/19
L2.0 LANDSCAPE PLANNAD 83
0
SCALE 1"=30'
60'30'
1" = 30'MATCH LINE SEE SHEET L2.1
510520530540550560512514516518522524526528532534536538542544546548552554556558562564530
562564
566
550 542544546548552554556
530 540
530
12''W
12''W
12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFO
UFO
UFO
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG
G
G G
GGGGGGGGGGGGGGGGGUFOUGP
UGP
UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG12''W
12''W
12''W 12''W 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFO
UFO
UFO
UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOG
G
G G
GGGGGGGGGGGGGGGGGUFOUGP
UGP
UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGGL E W I S A N D C L A R K D R I V E R O A D
(8)BET RIV
(4)QUE COC
SHRUB AREA MIX
(1,375 sf)
SHRUB AREA MIX
(522 sf)
(3)OXY ARB
(6)COR FLO
(6)CHI VIR
(3)MAG SWE
(7)OXY ARB
(7)CHI VIR
SHRUB AREA MIX
(533 sf)
(5)COR FLO
(5)HAL CAR
(4)MAG SWE
(6)NYS SYL
(5)CER CAN
SHRUB AREA MIX
(1,405 sf)
SHRUB AREA MIX
(517 sf)
(3)CHI VIR SSSS SANSANSANSANTREES BOTANICAL NAME
ACE RUB ACER RUBRUM
ACE SUG ACER SACCHARUM
BET RIV BETULA NIGRA
NYS SYL NYSSA SYLVATICA
QUE ACU QUERCUS ACUTISSIMA
QUE BIC QUERCUS BICOLOR
QUE COC QUERCUS COCCINEA
SMALL DECIDUOUS TREE BOTANICAL NAME
AME CAN AMELANCHIER CANADENSIS
CER CAN CERCIS CANADENSIS
CHI VIR CHIONANTHUS VIRGINICUS
COR FLO CORNUS FLORIDA
HAL CAR HALESIA CAROLINA
MAG SWE MAGNOLIA VIRGINIANA
OXY ARB OXYDENDRUM ARBOREUM
PLANT SCHEDULE
SHRUB AREA MIX
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE
CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA
ECHINACEA PURPUREA / PURPLE CONEFLOWER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 7/1/2019 4:38 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
M. RACHNER
F. HANCOCK
F. HANCOCKMOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT03/25/19
NAD 83
0
SCALE 1"=30'
60'30'
1" = 30'
L2.1 LANDSCAPE PLANMATCH LINE SEE SHEET L2.0MATCH LINE SEE SHEET L2.2
DDENSE TREESDENSE TREESDENSE TREESFOO
T
B
R
IDG
E
FOOTBRIDGEDENSE TREESDENSE TREES48049050048049047647848248448648849247048
0
4
6
2
46
4466
4684
7
2
4
7
4
476
47
8
48
2
4844
8
6488DENSE TREESDENSE TREESDENSE TREESFOO
T
B
R
IDG
E
FOOTBRIDGEDENSE TREESDENSE TREES48049050048049047647848248448648849247048
0
4
6
2
46
4466
4684
7
2
4
7
4
476
47
8
48
2
4844
8
6488490490500510
48
8
488492492494
494496498502504506508510520 500 496498500510520
470480490470480490500482482480480482490494492488486484D12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WINSTALL W6-1(DIVIDED HIGHWAY)UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGG12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGGLEWIS AND CLARK DRIVE ROAD(3)MAG SWESHRUB AREA MIX(1,053 sf)(7)AME CANSHRUB AREA MIX(525 sf)(3)MAG SWE(3)AME CANSHRUB AREA MIX(522 sf)(1)NYS SYL(3)OXY ARB(7)QUE BIC(4)HAL CAR(3)CHI VIRSHRUB AREA MIX(453 sf)(3)HAL CARSHRUB AREA MIX(429 sf)SHRUB AREA MIX(779 sf)SHRUB AREA MIX(459 sf)(5)ACE SUG(7)QUE ACUSHRUB AREA MIX(844 sf)(1)CER CANSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSANSANSAN20' ACSA EASEMENTPROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSTREESBOTANICAL NAMEACE RUBACER RUBRUMACE SUGACER SACCHARUMBET RIVBETULA NIGRANYS SYLNYSSA SYLVATICAQUE ACUQUERCUS ACUTISSIMAQUE BICQUERCUS BICOLORQUE COCQUERCUS COCCINEASMALL DECIDUOUS TREEBOTANICAL NAMEAME CANAMELANCHIER CANADENSISCER CANCERCIS CANADENSISCHI VIRCHIONANTHUS VIRGINICUSCOR FLOCORNUS FLORIDAHAL CARHALESIA CAROLINAMAG SWEMAGNOLIA VIRGINIANAOXY ARBOXYDENDRUM ARBOREUMPLANT SCHEDULESHRUB AREA MIXCAREX PENSYLVANICA / PENNSYLVANIA SEDGECLETHRA ALNIFOLIA / SUMMERSWEET CLETHRANAD 830SCALE 1"=30'60'30'1" = 30'L2.2LANDSCAPE PLAN
MATCH LINE SEE SHEET L2.1
MATCH LINE SEE SHEET L2.3
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 7/1/2019 4:38 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 M. RACHNERF. HANCOCKF. HANCOCKMO
M
O
C
No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI
T
E
CT03/25/19
CONCCONCCONCCONCCONCCONCCONCCANOPYWVLT.PIVSIAMESE CONN.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660CENTER FOR490500510520530488492494496498502504506508512514516518522524526528490500488492494496498502 490500
510488492494496498
502
504506
508
512514494496500510520530CONCCONCCONCCONCCONCCONCCONCCANOPYWVLT.PIVSIAMESE CONN.A.C.S.AWATERLINEEASEMENTDB 1572-65360' ACCESSEASEMENTDB 1514-660CENTER FOR490500510520530488492494496498502504506508512514516518522524526528490500488492494496498502 490500
510488492494496498
502
504506
508
512514494496500510520530496498480490500510520512514516518522524526528530526524520518506500510502504506508512520
52452253212''W12''W12''W12''W12''W12''W12''WINSTALL R1-1(STOP SIGN)INSTALL R1-1(STOP SIGN)INSTALL W6-2(DIVIDED HIGHWAYENDS)STREETNAME SIGNINSTALL R4-7(KEEP RIGHT)INSTALL R3-7(LEFT LANE MUSTTURN LEFT)UFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGP12''W12''W12''W12''W12''W12''W12''WUFOUFOUFOUFOUFOUFOUFOUFOUFOGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPLEWIS AND CLARK DRIVE ROADSHRUB AREA MIX(499 sf)(5)CER CAN(5)COR FLO(6)CER CAN(2)ACE SUGSHRUB AREA MIX(487 sf)(3)AME CAN(2)AME CAN(3)HAL CAR(8)ACE RUBTREESBOTANICAL NAMEACE RUBACER RUBRUMACE SUGACER SACCHARUMBET RIVBETULA NIGRANYS SYLNYSSA SYLVATICAQUE ACUQUERCUS ACUTISSIMAQUE BICQUERCUS BICOLORQUE COCQUERCUS COCCINEASMALL DECIDUOUS TREEBOTANICAL NAMEAME CANAMELANCHIER CANADENSISCER CANCERCIS CANADENSISCHI VIRCHIONANTHUS VIRGINICUSCOR FLOCORNUS FLORIDAHAL CARHALESIA CAROLINAMAG SWEMAGNOLIA VIRGINIANAOXY ARBOXYDENDRUM ARBOREUMPLANT SCHEDULESHRUB AREA MIXCAREX PENSYLVANICA / PENNSYLVANIA SEDGECLETHRA ALNIFOLIA / SUMMERSWEET CLETHRAJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L2.0 LANDSCAPE PLAN.dwg | Plotted on 7/1/2019 4:39 PM | by Aaron Mabee
9/24/2018LEWIS AND CLARK DRIVE ROAD EXTENSION
ALBEMARLE COUNTY, VA41864.002 M. RACHNERF. HANCOCKF. HANCOCKMO
M
O
C
No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI
T
E
CT03/25/19NAD 830SCALE 1"=30'60'30'1" = 30'L2.3LANDSCAPE PLAN
MATCH LINE SEE SHEET L2.2
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS
ACE RUB 8 ACER RUBRUM RED MAPLE 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
ACE SUG 16 ACER SACCHARUM SUGAR MAPLE 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
BET RIV 8 BETULA NIGRA RIVER BIRCH 2.5" CAL.B&B SINGLE STEM
NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
QUE ACU 7 QUERCUS ACUTISSIMA SAWTOOTH OAK 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
QUE COC 7 QUERCUS COCCINEA SCARLET OAK 2.5" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
SMALL DECIDUOUS TREE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS
AME CAN 20 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 2" CAL.B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED
CER CAN 24 CERCIS CANADENSIS EASTERN REDBUD 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
CHI VIR 22 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 2" CAL.B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED
COR FLO 20 CORNUS FLORIDA EASTERN DOGWOOD 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
HAL CAR 20 HALESIA CAROLINA SNOWDROP TREE 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
MAG SWE 16 MAGNOLIA VIRGINIANA SWEET BAY 2" CAL.B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED
OXY ARB 16 OXYDENDRUM ARBOREUM SOURWOOD TREE 2" CAL.B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY
PLANT SCHEDULE
SHRUB AREA MIX 13,171 SF
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1,054 SF
CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA 1,054 SF
ECHINACEA PURPUREA / PURPLE CONEFLOWER 1,054 SF
FOTHERGILLA GARDENII / DWARF FOTHERGILLA 1,054 SF
HYPERICUM CALYCINUM / CREEPING ST. JOHN`S WORT 1,054 SF
ILEX GLABRA / INKBERRY HOLLY 1,054 SF
IRIS VERSICOLOR / BLUE FLAG 1,185 SF
ITEA VIRGINICA / VIRGINIA WILLOW 1,054 SF
PANICUM VIRGATUM `SHENANDOAH` / SWITCH GRASS 1,054 SF
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 1,185 SF
RUDBECKIA HIRTA / BLACK-EYED SUSAN 1,185 SF
SPOROBOLUS VIRGINICUS / SEASHORE DROPSEED 1,185 SF
N.A.
L3.0 LANDSCAPE NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\L3.0 LANDSCAPE NOTES AND DETAILS.dwg | Plotted on 7/1/2019 4:39 PM | by Aaron Mabee9/24/2018
LEWIS AND CLARK DRIVE ROAD EXTENSIONALBEMARLE COUNTY, VA41864.002
M. RACHNER
F. HANCOCK
F. HANCOCKMOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT03/25/19GENERAL NOTES
PRE-CONSTRUCTION
·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH
PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
3 X ROOTBALL
DIAMETER
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
12" MIN.
HEIGHT VARIES
WITH PLANTS
PLANT
2-3" MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
PLAN VIEW:
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
MULCH LINE
EDGE OF BUILDING,
WALK OR STRUCTURE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
VOIDS
3 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE2SHRUB PLANTING
NOT TO SCALE
1 MULTI-STEM TREE - STAKING SPECIFIED
NOT TO SCALE
4 GROUNDCOVER/ PERENNIAL PLANTING
NOT TO SCALE
PLAN VIEW
ROOT BALL
3- 2" x 2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
12 GAUGE GALVANIZED WIRE
ALLOW FOR SLIGHT MOVEMENT
SET ROOTBALL FLUSH TO GRADE OR
1-2" HIGHER IN SLOWLY DRAINING
SOILS. DO NOT COVER THE TOP OF
THE ROOTBALL WITH SOIL.
ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
6" SAUCER
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
PRUNE BROKEN BRANCHES
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
NEW 1/2" RUBBER HOSE
3 2x2 HARDWOOD STAKES,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A
MIN. 18" OUT FROM TRUNK
AND OUTSIDE OF ROOTBALL
3 X ROOTBALL
DIAMETER