HomeMy WebLinkAboutWPO201800091 Plan - Other (not approved) 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: 7.36 ACRESZONING:PLANNED DEVELOPMENT INDUSTRIAL PARKMAGISTERIAL DISTRICT: RIOSOURCE OF BOUNDARY AND TOPOGRAPHY:KIRK HUGHES & ASSOCIATESLAND SURVEYORS & PLANNERS220 EAST HIGH STREETCHARLOTTESVILLE, VA 22902(434)296-6942TIMMONS GROUP28 IMPERIAL DRIVESTAUNTON, VA 24401(540) 885-0920DATE OF SURVEY: OCTOBER 30, 2017NOVEMBER 12, 2018DATUM:HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONEVERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: SEWER LINEWETLAND IMPACTS:AS SHOWNWATER SUPPLY: ACSASANITARY SEWER: ACSADRAINAGE DISTRICT: NORTH FORK RIVANNA RIVERA FLOODPLAIN DEVELOPMENT PERMIT - NO RISE CERTIFICATION- HAS BEEN FILED WITHALBEMARLE COUNTYTHE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.STORMWATER MANAGEMENT:THIS PROJECT IS THE LINEAR INSTALLATION OF AN UNDERGROUND SEWER LINE WHICHWILL NOT SIGNIFICANTLY ALTER THE PRE-DEVELOPMENT RUNOFF CHARACTERISTICSAFTER COMPLETION AND FINAL STABILIZATION. PER DEQ GUIDANCE MEMO No 15-2003NO STORMWATER MANAGEMENT IS REQUIRED.STORMWATER MANAGEMENT CONSIDERATIONS:-THE PROJECT DOES NOT SIGNIFICANTLY ALTER THE PREDEVLOPMENT RUNOFFCHARACTERISTICS OF THE LAND SURFACE AFTER THE COMPLETION OFCONSTRUCTION AND FINAL STABILIZATION.-THE PROJECT IS MANAGED SO THAT LESS THAN ONE (1) ACRES OF LANDDISTURBANCE OCCURS ON A DAILY BASIS.-THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED IS ADEQUATELYSTABILIZED ON A DAILY BASIS.-THE ENVIRONMENT IS PROTECTED FROM EROSION AND SEDIMENTATION DAMAGEASSOCIATED WITH THE LAND DISTURBING ACTIVITY.-THE OWNER AND/ OR CONSTRUCTION ACTIVITY OPERATOR DESIGNS, INSTALLS,IMPLEMENTS, AND MAINTAINS POLLUTION PREVENTION MEASURES TO:--MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLEWASHING, WHEEL WASH WATER, AND OTHER WASH WATERS--MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS,CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS,PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHERMATERIALS PRESENT ON-SITE TO PRECIPITATION AND TO STORMWATER.--MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS ANDIMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSEPROCEDURES.--PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OFCONCRETE.--PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT ANDCLEANOUT OF STUCCO, PAINT, FOR RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS.--PROHIBIT THE DISCHARGE OF FUELS OILS, OR OTHER POLLUTANTS USED INVEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE.COUNTY OF ALBEMARLE, VIRGINIAUVA RESEARCH PARK SEWER EXTENSION12/05/2018VICINITY 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\SSWR\C0.0 COVER.dwg | Plotted on 7/3/2019 3:42 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS VESCP/WPO 201800091 - ACSA PLANC0.0COVER Sheet List TableSheet NumberSheet TitleC0.0COVERC0.1OVERALL SITE AND UTILITY PLANC1.0NOTES AND DETAILSC1.1NOTES AND DETAILSC2.0EXISTING CONDITIONSC3.0EROSION & SEDIMENT CONTROL NOTES AND DETAILSC3.1EROSION & SEDIMENT CONTROL NOTES AND DETAILSC3.2EROSION & SEDIMENT CONTROL PLANC3.3EROSION & SEDIMENT CONTROL PLANC3.4EROSION & SEDIMENT CONTROL PLANC3.5EROSION & SEDIMENT CONTROL PLANC4.0SITE AND UTILITY PLANC4.1SITE AND UTILITY PLANC4.2SITE AND UTILITY PLANC4.3SITE AND UTILITY PLANC5.0SANITARY SEWER PROFILEC5.1SANITARY SEWER PROFILEC5.2SANITARY SEWER PROFILEC5.3SANITARY SEWER PROFILEC5.4SANITARY SEWER PROFILEC5.5SANITARY SEWER PROFILE# OF SHEETS = 21CONSTRUCTION NOTES:1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICEAUTHORITY (ACSA) GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS.2.COORDINATE INSTALLATION OF PIPES 17 TO 18 AND 18 TO 51 AND STRUCTURE 51WITH LEWIS AND CLARK DRIVE EXTENSION PROJECT. SEE ROADWAY PLANSSUB-2018-001713.ALL TRENCHING FROM STRUCTURE 15 UPSTREAM SHALL BE BACKFILLED ANDCOMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH EARTHWORKSPEC 31 2000 SECTION 3.014 D.1 FOR COMPACTION OF SOIL BACKFILL AND FILLSFOR AREAS UNDER THE PAVEMENT.4.CONTRACTOR TO LOCATE SEPTIC FIELD BEFORE BEGINNING CONSTRUCTION.SEPTIC FIELD TO BE PRESERVED AND NO VEHICLES ARE TO DRIVE OVER THESEPTIC FIELD UNTIL REMOVAL. FIRE STATION SEPTIC FIELD TO BE PRESERVEDUNTIL INSTALLATION OF PIPE 2 TO 3. PIPE 2 TO 3 TO BE INSTALLED AS THE LASTSTEP IN SEWER CONSTRUCTION. COORDINATE DISCONNECTION OF SEPTIC FIELDAND REMOVAL OF THE SEPTIC FIELD WITH VDH AND COUNTY. SEPTIC FIELD TO BEREMOVED AND DISPOSED OF IN ACCORDANCE WITH VDH AND ALL OTHERAPPLICABLE LAWS AND STANDARDS. BEFORE REMOVAL OF SEPTIC FIELD BEGINS,CONTRACTOR SHALL DISCONNECT AND PLUG LINE OUT OF SEPTIC TANK. SEPTICTANK WILL BE USED AS A STORAGE TANK AND CONTRACTOR WILL BE RESPONSIBLETO MONITOR LEVEL AND PUMP, HAUL AND DISPOSE OF SEWAGE IN ACCORDANCEWITH ANY APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR WILL BERESPONSIBLE FOR MAINTAINING PUMP HAUL AND DISPOSAL UNTIL THE SEWER LINEIS FINISHED, APPROVED AND ACCEPTED BY ACSA. ONCE NEW SEWER MAIN ISAPPROVED BY ACSA, DISCONNECT FIRE STATION FROM SEPTIC TANK ANDCONNECT TO NEW MAIN AT CLEAN OUT SHOWN ON C4.0. ONCE FIRE STATION ISCONNECTED TO NEW MAIN REMOVE SEPTIC TANK COMPONENTS PER CALLOUT ONC4.0.
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496570570570 580500510520530#4040 LEWIS & CLARK DRIVETAX MAP 32, PL 19DLONDB 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 & 244PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2179-222, 243 & 244 PLAT12''W12''W12''W12''W12''W12''W12''W12''W12''WD580490
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SANSANSSSSSSSSSSSSSSSSSSSSSANSANSSSSSSSSSSSSSSSSSSSSFUTURE LEWIS AND CLARK DRIVE EXTENSION,TO BE DESIGNED, REVIEWED, & CONSTRUCTEDAS PART OF ROAD PLAN SUB-2018-00171SEE SHEETS C3.2 & C4.0SEE SHEETS C3.3 & C4.1SEE SHEETS C3.4 & C4.2SEE SHEETS C3.5 & C4.3STREAM BOUNDARIES, TYP.EXISTING SANITARY SEWER, TYP.PROPOSED SANITARY SEWER, TYP.WWWW21+38.4511+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00108122104206204202212100200121103211201205106D300301302102101 BCEXSSINLETOUTLETINLETOUTLET FUTURE LOOP ROAD LAYOUT TO BE DESIGNED,REVIEWED, & CONSTRUCTED AS PART OF ASEPARATE PLANSTEEP SLOPES TYP.SS SSSSSSSSSSSSSSSSS
SSSSSSSSSANSANSSSSSSSSSSSANSSSSS
SSSSSTEEP SLOPES TYP.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\SSWR\C0.1 OVERALL SITE PLAN.dwg | Plotted on 7/3/2019 3:24 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C0.1OVERALL SITE AND UTILITY PLAN 1"=150'0300'SCALE 1"=150'150'NAD 83
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.
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)
200
200
ROADS LEGEND
CURB
CURB & GUTTER
CENTERLINE OF DITCH
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SANITARY SEWER
SEWER
EXISTING WATER LINE
WATER
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\SSWR\C1.0 NOTES AND DETAILS.dwg | Plotted on 7/3/2019 3:24 PM | by Chloe Brannock12/05/2018
UVA RESEARCH PARK SEWER EXTENSIONALBEMARLE COUNTY, VA41864.001
A. MABEE
J. SHOWALTER
C. KOTARSKI07/03/2019REVISED PER COMMENTS C1.0 NOTES AND DETAILSEXISTING SANITARY SEWER
PAVEMENT REPAIR FOR UTILITY TRENCHING
SAWCUT EX.
ASPHALT SAWCUT EX.
ASPHALT
1":1'
7"
CONC CURB AND GUTTER CLASS 3A,
(f'c=3,000 PSI) CONCRETE
6" MIN.
COMPACTED
SUBGRADE
13"
4"
6"
2" R
6"6"2'-0"
No Scale
VDOT STANDARD CG-6 CURB & GUTTER
CONTINUE 21B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
No Scale
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
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.
5"
COMPACTED SOIL
12"
SEWER MANHOLE PER ACSA
STANDARDS AND DETAILS
MANHOLE AND BEDDING
PER ACSA STANDARDS
AND DETAILS.
#6 REBAR @ 24" O.C.
AROUND ENTIRE BASE
OF MANHOLE
CONCRETE
ANTI-FLOATATION
COLLAR AROUND
ENTIRE BASE OF
MANHOLE (4,500 PSI
MIN.)
HEIGHT AS
SPECIFIED IN
PROFILES
2' (TYP.)
20" (TYP.)
NOTE:
1.REBAR SHALL BE FIELD INSTALLED WITH 10,000 PSI
GROUT. DRILLED HOLES SHALL BE 2-3 TIMES BAR
DIAMETER.
2.IF EXTENSION IS WELDED TO BAR, WELD SHALL BE 1 4"
FILLET WELD MINIMUM OF 4" LONG ON 2 SIDES, WELD
BOTH SIDES OF SPLICE, FOR A TOTAL OF 8".
12" (TYP.)
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\SSWR\C1.0 NOTES AND DETAILS.dwg | Plotted on 7/3/2019 3:24 PM | by Chloe Brannock12/05/2018
UVA RESEARCH PARK SEWER EXTENSIONALBEMARLE COUNTY, VA41864.001
A. MABEE
J. SHOWALTER
C. KOTARSKI07/03/2019REVISED PER COMMENTS C1.1 NOTES AND DETAILSFRAME SECTION
24" DIA
[606mm]
36" DIA
[914mm]
7"
[178mm]
1 1/2"
[38mm]
28 7/16" DIA
[722mm]
5/8"
[16mm]
27 1/2" DIA
[699mm]
26 1/4" DIA
[667mm]
(4) 1" [25mm] DIA HOLES
ON 32 3/4" [834mm] DIA
BOLT CIRCLE.
2" [51mm] LETTERS
(RECESSED FLUSH)
(2) CORED
PICKBARS
1 1/2"
[38mm]
PICKHOLES
(2) CLOSED
1"
[25mm]
1 1/8" [29mm] DIA BOSS
26" DIA
[660mm]
1 1/2"
[38mm]
1/4" [6mm] DIA
NEOPRENE GASKET
25" DIA
[635mm]
O.D. OF GASKET GROOVE
23" DIA
[584mm]
3 1/8"
[79mm]
SECTION
No Scale
MANHOLE FRAME AND COVER (TYP)
FIG. S-I-DTD-25
CONCRETE ENCASEMENT
6"6"PIPE
O.D.
PIPE
O.D.
6"
12"
ELEVATION
SECTION A-A
NOT TO SCALE
LENGTH (VARIES)
VDOT CLASS 1
RIPRAP
UNDISTURBED
MATERIAL
VDOT NO 1
STONE BEDDING
1
1
MAX.
A
A
3.0' MIN.
3.0' MIN.
5' MIN.
(TYP)
2'-0"
6"
1.5'
MATCH EXISTING PROFILE
EXCEPT WHERE SLOPE OF
BANK EXCEEDS 1 TO 1
No Scale
SEWER STREAM CROSSING (TYP)
FIG. S-7TD-32
NOTE:
1.WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE
ENCASEMENT WILL BE REQUIRED.
2.WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH
SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT
CLASS 1 RIPRAP.
2' MIN
SALT
TREATED
2 x 4
MARKER
1
PLUG END OF
SERVICE LATERAL
FINISHED GROUND
MAIN LINE
SEWER SERVICE LATERAL CONNECTION NOTES:
IN LINE WYE-TEE
SECTION
PLAN
VARIES
45°0'0"
PL
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE
CONNECTED TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN
SHALL BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE
2% (1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
No Scale
SEWER SERVICE LATERAL CONNECTION
FIG. S-2TD-27
TD-36
No Scale
ANTI-FLOTATION COLLAR DETAIL FOR MANHOLES IN FLOODPLAIN
3" CONCRETE COLLAR
CRUSHED STONE BEDDING
(NEENAH R-1975 OR EQUIVALENT)
METAL INSPECTION FRAME W/ SOLID LID
4" DI CLEANOUT
OF LINE
PLUG AT END
EXIST OR PROP GRADE
No Scale
CLEANOUT DETAIL
DENSE TREESDENSE DENSE TREESEESBARNFO
O
T
B
R
I
DG
E
FOOTBRIDGECONCCONCCONCCONCCONCCONCCONCCONCDIDIDIDICANOPYDENSE TREESDENSE TREESDENSE TREESDDENSE TREESDENSE TREESDENSE TREESDI-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'±60' ACCESSEASEMENTDB 1514-660LEWIS AND CLARK DR.(RTE. 1571)QUAIL RUN(RTE. 1666)#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"AIRPORT ACRES ROADINNOVATION DRIVECENTER FORAPPLIEDBIOMECHANICS4
8
0
4704
9
05005205
3
0
540
550560570 5805805805805605805725745765785505605705
5
0560
5705
4
0
5
5
0
560570470480490500510520530540550460470480490500510470480490500510480490500570
480490500510520530476478482484486488492494496498502504506508512514516518522524526528532534536470480
4
6
246
4466
46847
2
474
476
478
482
84490500510520530490500
510488492494496
498
502
504506
508
512514560570490500510520530540550560570580540550560570580
496570570570 580500510520530#4040 LEWIS & CLARK DRIVETAX MAP 32, PL 19DLONDB 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 & 244PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-18UNIVERSITY OFVIRGINIAFOUNDATIONDB 2712-325DB 1802-682, 684PLATTMP 32-22NORTHSIDE DRIVE LLCDB 3532-599TMP 32-17BCRUTCHFIELDCORP.DB 1028-107TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2179-222, 243 & 244 PLAT460470480490500510520530460470480490500510520530460470470480490500510520460470480490440450460440450460470480430440450460470480440450460470480490500430440450460470480420430440450460470480490500510410420430440450450460460460470440450460470480410420430440450460470480490500510450450450450460470480490500SANSANSSSSSSSSSSSSSSSSSSSSSTEEP SLOPES (TYP)STEEP SLOPES (TYP)STEEP SLOPES (TYP)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\SSWR\C2.0-EXISTING.dwg | Plotted on 7/3/2019 3:26 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C2.0EXISTING CONDITIONS 1"=150'0300'SCALE 1"=150'150'NAD 83HUGHES & ASSOCIATES SURVEY NOTES:1.) HORIZONTAL DATUM: NAD-83 VIRGINIA SOUTH ZONE2.) VERTICAL DATUM: NAVD-88BENCHMARK: UNIVERSITY OF VIRGINIA BRASS DISK "NF2," SET IN CONCRETE, LOCATED 4.5'FROM THE FACE OF CURB ON THE EAST SIDE OF LEWIS AND CLARK DRIVE APPROXIMATELY370' NORTH OF THE INTERSECTION WITH DISCOVERY DRIVE. ELEVATION = 543.93'3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATEWAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OFUNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; TOPOGRAPHIC MAPS, AS-BUILTPLANS, AND SITE PLANS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION; ANDUTILITY MAPS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION AND THE UTILITYCOMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THECONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.UTILITY OPERATORS: SANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY WATER - ALBEMARLE COUNTY SERVICE AUTHORITY TELEPHONE - SPRINT, UVA TELEVISION - ADELPHIA, COMCAST ELECTRIC - DOMINION VIRGINIA POWER GAS - CITY OF CHARLOTTESVILLEMISS UTILITY CONTACT INFORMATION: 1-800-552-70014.) PREPARED FOR: UNIVERSITY OF VIRGINIA FOUNDATION5.) ONLY THE AREAS WITHIN THE "SURVEY LIMITS" SHOWN HEREON WERE SURVEYED BY KIRKHUGHES AND ASSOCIATES. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION OUTSIDE OFTHESE LIMITS WAS SURVEYED BY OTHERS AND PROVIDED TO US BY THE UNIVERSITY OFVIRGINIA FOUNDATION.6.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLECHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HISSUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON STARTING IN MAY THRUOCTOBER 2017; AND THAT THIS MAP, MAP OR DIGITAL GEOSPATIAL DATA INCLUDINGMETADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.TIMMONS GROUP SANITARY SEWER SURVEY NOTES:1.) HORIZONTAL DATUM IS BASED ON NAD83 (2011), SPCS VA S.VERTICAL DATUM IS BASED ON NAVD88. DATUM ESTABLISHED BYGPS RTK OBSERVATIONS VIA LEICA SmartNET2.) TOPOGRAPHIC SURVEY DEPICTED HEREON IS BASED ON AN AERIALPHOTO AND LIDAR CAPTURE OF SITE BY KUCERA INTERNATIONAL,INC. DATE OF FLYOVER: OCTOBER 18, 2018. AERIAL PHOTOGRAPHYCAPTURED IN 4-BAND STEREO AT 0.25' RESOLUTION USING AVEXCEL EAGLE LARGE FORMAT DIGITAL FRAME AERIAL CAMERA;AERIAL LIDAR CAPTURED IN 4+ RETURNS/PULSE AT 10PPSM / - 1' NPSRETURN DENSITY USING A LEICA ALS70 OR 80 500/1000kHZ AERIALLIDAR SYSTEM WITH A MPiA CAPABILITY. STEREO-COMPILATION AT1" = 50' SCALE PLANIMETRIC DETAIL WITH HYDRO AND OTHERGRADE BREAKS SUPPORTING A 1' CONTOUR GENERATION.3.) THIS IS NOT A BOUNDARY SURVEY. NO TITLE REPORT FURNISHED;EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON.4) SUBJECT PARCEL IS REFERENCED AS TAX MAP PARCEL 32-6R PERGIS INFORMATION FOR ALBEMARLE COUNTY, VIRGINIA.5) LOCATION OF SANITARY STRUCTURES SHOWN BASED ON ACURRENT FIELD SURVEY BY THIS FIRM.HUGHES &
ASSOC
IATES
SURVEYTIMMONS
GROUP
SAN
ITARY
SEWER
SURVEYTIMMONS GROUP SANITARY SEWER SURVEYGISHUGHES & ASSOCIATES SURVEYGISGISHUGHES & ASSOCIATES SURVEYGISTIMMONS GROUP SANITARY SEWER SURVEY
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\SSWR\C3.0 E&SC NOTES AND DETAILS.dwg | Plotted on 7/3/2019 3:26 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS N/AC3.0EROSION & SEDIMENT CONTROL NOTES AND DETAILS MINIMUM STANDARDS:AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THEFOLLOWING CRITERIA, TECHNIQUES AND METHODS:MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYSAFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BEAPPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINDORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARETO BE LEFT DORMANT FOR MORE THAN ONE YEAR.MS-2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED ORPROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARYPROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREASAND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLYSTABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER ISACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENTSHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONALBEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONSIMMEDIATELY AFTER INSTALLATION.MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BESERVED BY THE TRAP.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGEAREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALLBE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATETEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BEPROVIDED.MS-10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THATSEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OROTHERWISE TREATED TO REMOVE SEDIMENT.MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BEINSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZEENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENTPOSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OFCAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BYNONERODIBLE COVER MATERIALS.MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANYSIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALSHALL BE PROVIDED.MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVEWATERCOURSES SHALL BE MET.MS-15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THEWATERCOURSE IS COMPLETED.MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS INADDITION TO OTHER APPLICABLE CRITERIA:A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVEDSEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECTFLOWING STREAMS OR OFF-SITE PROPERTY.D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZEEROSION AND PROMOTE STABILIZATION.E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.MS-17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BEMADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERESEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING ORSWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWEDONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUALDEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINALSITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISEAUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREASRESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENTFURTHER EROSION AND SEDIMENTATION.MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENTDEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OFSTORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THESTANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUMSTANDARDS.EROSION AND SEDIMENT CONTROL NARRATIVE:PROJECT DESCRIPTIONTHIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW SEWER LINE AND SITE WORK.LIMITS OF DISTURBANCE IS 7.36 ACRES.ADJACENT PROPERTYTHESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BYAIRPORT ROAD TO THE SOUTH, DICKERSON ROAD AND SOME INDUSTRIAL PARCELS TO THE WEST, THERIVANNA RIVER TO THE NORTH AND ROUTE 29 AND SOME INDUSTRIAL AND RESIDENTIAL PARCELS TO THEEAST.EXISTING SITE CONDITIONSTHE SITE IS CURRENTLY MOSTLY WOODED WITH SLOPED TERRAIN AND STREAMS THAT FEED INTO AWETPOND.OFF-SITE AREASNO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION UNLESS PERMITTED SEPARATELY.CRITICAL EROSION AREASMANHOLE AND PIPE INSTALLATION IN EXISTING STREAM AND WETLAND AREAS ARE CRITICAL EROSIONAREAS. CONTRACTOR TO USE CAUTION AND PREPLANNING IN COORDINATION WITH ENGINEER AND ESCINSPECTOR TO MAKE SURE NECESSARY ESC MEASURES ARE IMPLEMENTED AND MAINTAINED CORRECTLY.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH ANDTHE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.EROSION AND SEDIMENT CONTROL MEASURESUNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROLPRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS ANDSPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVEDOR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.STORMWATER RUNOFF CONSIDERATIONSTHIS PROJECT IS THE LINEAR INSTALLATION OF AN UNDERGROUND SEWER LINE WITH WILL NOTSIGNIFICANTLY ALTER THE PRE-DEVELOPMENT CHARACTERISTICS AFTER COMPLETION AND FINALSTABILIZATION. PER DEQ GUIDANCE MEMO No. 15-2003 NO STORMWATER MANAGEMENT IS REQUIRED.STRUCTURAL PRACTICES:1.TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BEPROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BEMAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUDTRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF2.SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OFAREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS INDICATED.ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENTSEDIMENT FROM LEAVING THE SITE.3.STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALLDRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROMENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.4.DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAINAREA.5.DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TOSURFACE AND AIR MOVEMENT.VEGETATIVE PRACTICES:1.TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADEDAND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE ANDSHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.2.TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWINGGRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR ITIS APPLIED.3.PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVECOVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURALBEAUTY.4.SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOILSTABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECTAND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.PERMANENT STABILIZATIONALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDINGIMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC.3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND"GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEEDTYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FORMULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED,FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.SEQUENCE OF INSTALLATION1.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR,OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING.CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.2.CONTRACTOR SHALL DIVIDE PROJECT AREA INTO WORKING SEGMENTS. ALL STABILIZATION SHALLOCCUR UPON THE COMPLETION OF EACH SEGMENT. PROJECT SHALL BE MANAGED SO THAT LESS THANONE (1) ACRE OF LAND DISTURBANCE OCCURS ON A DAILY BASIS, IN ACCORDANCE WITH LINEARPROJECT REQUIREMENTS.3.INSTALL TREE PROTECTION, INLET PROTECTION, SILT FENCE, DIVERSION DIKES, AND CLEAN WATER DIVERSIONS.4.CLEAR AND GRUB SEGMENT WITHIN LIMITS OF DISTURBANCE.5.EXCAVATE TRENCH, INSTALL SANITARY SEWER SYSTEM, AND BACKFILL TRENCH.6.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISACHIEVED.7.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSIONCONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTORGENERAL EROSION AND SEDIMENT CONTROL NOTES:ES-1:UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSIONAND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THELATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIAREGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.ES-2:THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW ANDEVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.ES-3:PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING,GRADING, OR LAND DISTURBANCE.ES-4:MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES.ES-5:PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS(INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARYEROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENTCONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE.ES-6:PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANDSEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)ES-7:ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURINGLAND-DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.ES-8:DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.ES-9:INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT.MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROLDEVICES IMMEDIATELY.SOILS INFORMATION:4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELYDRAINED, HYDROLOGIC GROUP: B14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES,WELL DRAINED, HYDROLOGIC GROUP: B27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED,HYDROLOGIC GROUP: B36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B36C - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B36D - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B37D3 - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, GREATER THAN 60 INCHES TO RESTRICTIVEFEATURES, WELL DRAINED, HYDROLOGIC GROUP:39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED,HYDROLOGIC GROUP: B47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: A47D - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES,WELL DRAINED, HYDROLOGIC GROUP: A65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 80 INCHES TO LITHIC BEDROCK,EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELLDRAINED, HYDROLOGIC GROUP: B
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
S:\103\41864-UVAF-Lewis & Clark Ext\DWG\Sheet\CD\SSWR\C3.0 E&SC NOTES AND DETAILS.dwg | Plotted on 7/3/2019 3:26 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS N/ACOMPACTED SOIL18" MIN.FLOW4.5' MIN.1. SET THE STAKES.2. EXCAVATE A 4"X 4" TRENCH UPSLOPEALONG THE LINE OF STAKES.3. STAPLE FILTER MATERIAL TO STAKES ANDEXTEND IT INTO THE TRENCH.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.6'MAX.FLOW4"FLOWSHEET FLOW INSTALLATION(PERSPECTIVE VIEW)POINTS A SHOULD BE HIGHER THAN POINT B.DRAINAGEWAY INSTALLATION(FRONT ELEVATION)3'MAX.AAFLOWTEMPORARY DIVERSION DIKESILT FENCE (W/O WIRE SUPPORT)No ScaleNo Scale3.093.05-2No Scale3.05-1CWD TO HAVE VDOTSTANDARD EC-2MATTING ON UPHILLSIDESILT FENCE (WITH WIRE SUPPORT)DDCWDSFSSFC3.1EROSION & SEDIMENT CONTROL NOTES AND DETAILS .NO SCALE3.38STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTIONFENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD,GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NOGREATER THAN 6' ON CENTER. EVERY NINTH POST SHALLCONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THEFENCE AS A TREE PROTECTION FENCE.TABLE 3.32-DSITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREAMINIMUM CARE LAWNCOMMERCIAL OR RESIDENTIALKENTUCKY 31 OR TURF-TYPE TALL FESCUEIMPROVED PERENNIAL RYEGRASSKENTUCKY BLUEGRASSGENERAL SLOPE (3:1 OR LESS)KENTUCKY 31 FESCUERED TOP GRASSSEASONAL NURSE CROP *LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1)* SEE SLOPE STABILIZATION SEED MIXTOTAL LBS. PER ACRE175-200 LBS.90-100%0-5%0-5%128 LBS.2 LBS.20 LBS.150 LBS.* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATESAS STATED BELOW:FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYEMAY 1ST THROUGH AUGUST 15TH............................ FOXTAIL MILLETAUGUST 16TH THROUGH OCTOBER............................... ANNUAL RYENOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OFFARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALLOTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEUOF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEEDMUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BEADDED TO ANY SLOPE OR LOW-MAINTENANCE MIX DURING WARMERSEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.3.32PERMANENT SEEDING MIX FOR PIEDMONT AREANo ScaleTREE PROTECTIONNo ScaleTPPSERNST CONSERVATION SEEDSRIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132BOTANICAL NAMECOMMON NAMEPRICE/LB30.00%FESTUCA RUBRACREEPING RED FESCUE1.9020.00%LOLIUM PERENNE, PERENNIAL RYEGRASS,1.85'FASTBALL RGL''FASTBALL RGL'(TURF TYPE)20.00%PHLEUM PRATENSE,TIMOTHY, 'CLIMAX'1.20'CLIMAX'12.00%TRIFOLIUM HYBRIDUMALSIKE CLOVER3.2510.00%AGROSTIS PERENNANS, AUTUMN BENTGRASS,14.00ALBANY PINE BUSH - ALBANY PINE BUSH -NY ECOTYPENY ECOTYPE8.00%AGROSTIS ALBAREDTOP8.00100% MIX PRICE/LB BULK: $3.61SEEDING RATE: 40-60 LB PER ACREWOODLAND OPENINGSTHE SHADE-TOLERANT GRASSES AND CLOVER ARE GOOD FORWOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIXFORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDINGON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THEFORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OFTHE MIX WILL NOT.SLOPE STABILIZATION SEED MIXNo Scale3.02PAVED CONSTRUCTION ENTRANCENo ScalePCE3.25UTILITY STREAM CROSSINGNo ScaleUSCNOTE: FLUME STREAMCROSSING SHALL BEINSTALLED FOR 72HOURS MAXIMUM.3.24VEHICULAR STREAM CROSSINGNo ScaleSC(FRONT ELEVATION)(PERSPECTIVE VIEW)1'1'5'MAX.3'FLOWCLASS I RIPRAPAGGREGATE**COARSENOTE: INSTALL SILT FENCE BREAK AT LOW IN FENCE LINE**COARSE AGGREGATE SHALL BE VDOT #3 OR #57 STONE
SHEDDENSE TREESBARNDI-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'#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"INNOVATION DRIVE5
8
0
580
58
0
574
574
57
4
57
6
57
8
5
8
2
582
582
584
584
5
8
4
5
8
6
5
8
6
5
8
8
5
8
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556
558562564566568572574576578582584586588570580590572574576578582584586588592570570580580
APPROXIMATE LOCATIONOF EXISTING SEPTICFIELD PER PLANS FROMVDH COMPLETED BYENVIRO-KLEAN ONJANUARY 08, 2008TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,243 & 244PLATUNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPSOIL TYPE:94BSOIL TYPE:47CSOIL TYPE:47CSOIL TYPE:94CSOIL TYPE:47CSOIL TYPE:47DSOIL TYPE:94CSOIL TYPE:94B580576578SSFSSSS
SSANSANSANSANSANSANSAN31245SSFTSDCTSPCEPSDCPSSANSILTFENCEBREAKIPIPIPSSFLINED CONCRETEWASHOUTCWDCWDCONTRACTOR TO CLEAR ANDGRUB LIMITS OF DISTURBANCEAS NECESSARY TO INSTALL ESCMEASURES AND SEWER LINEJOB 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\SSWR\C3.1 E&S PLANS.dwg | Plotted on 7/3/2019 3:29 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C3.2EROSION & SEDIMENT CONTROL PLAN 1"=50'SCALE 1"=50'100'50'0NAD 83MATCHLINE - SEE SHEET C3.3 EROSION CONTROL LEGENDSOIL AREA DIVIDELIMITS OF CONSTRUCTION (7.36 AC)3.25UTILITY STREAM CROSSING3.32PERMANENT SEEDINGDUST CONTROL3.393.38TREE PRESERVATION FENCE3.05SUPER SILT FENCESSFUSCPSTPDCTP3.02PAVED CONSTRUCTION ENTRANCEPCE3.05SILT FENCESF3.31TEMPORARY SEEDINGTSCLEAN WATER DIVERSIONCWD3.09INLET PROTECTIONIP3.07VEHICULAR STREAM CROSSINGSC3.24
480490500510DENSE TREESBARNFOO
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50051052047048049047048049050012''W12''W12''W12''W12''W12''W12''W12''W12''WDSSFSSFSSFSSSSSSSSSSSSSSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN678910111213141516175118TSUSCSSFSILTFENCEBREAKSILTFENCEBREAKSILTFENCEBREAKSILTFENCEBREAKTSTSTSSILTFENCEBREAKSILTFENCEBREAKPSDCPSDCPSDCPSDCCWDCWDCWDCWDCWDCWDCWDCWDCWDCWDSCCONTRACTOR TO CLEAR ANDGRUB LIMITS OF DISTURBANCEAS NECESSARY TO INSTALL ESCMEASURES AND SEWER LINECONTRACTOR TO CLEAR ANDGRUB LIMITS OF DISTURBANCEAS NECESSARY TO INSTALL ESCMEASURES AND SEWER LINEFOR EROSION & SEDIMENT CONTROL MEASURESAT LEWIS AND CLARK DRIVE EXTENSION, SEEROADWAY PLANS, SUB-2018-00171COORDINATE INSTALLATION OF PIPES 18 TO 19 AND 51 TO19 AND STRUCTURE 51 WITH LEWIS AND CLARK DRIVEEXTENSION PROJECT. FOR EROSION AND SEDIMENTCONTROL, SEE ROADWAY PLANS, SUB-2018-00171JOB 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\SSWR\C3.1 E&S PLANS.dwg | Plotted on 7/3/2019 3:29 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C3.3EROSION & SEDIMENT CONTROL PLAN 1"=50'SCALE 1"=50'100'50'0NAD 83MATCHLINE - SEE SHEET C3.2
MATCHLINE
-
SEE
SHEET
C3.4EROSION CONTROL LEGENDSOIL AREA DIVIDELIMITS OF CONSTRUCTION (7.36 AC)3.05SUPER SILT FENCESSF3.02PAVED CONSTRUCTION ENTRANCEPCE3.05SILT FENCESFCLEAN WATER DIVERSIONCWD3.09INLET PROTECTIONIP3.073.25UTILITY STREAM CROSSING3.32PERMANENT SEEDINGDUST CONTROL3.393.38TREE PRESERVATION FENCEUSCPSTPDCTP3.31TEMPORARY SEEDINGTSVEHICULAR STREAM CROSSINGSC3.24
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530460470480490500510520530460470470480490500510520460470480490440450460440450460470480450460470480470480490DENSE TREESFOOTBRIDGE
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TWETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)SOIL TYPE:4DSOIL TYPE:67ESOIL TYPE:WSOIL TYPE:47DSOIL TYPE:36CSOIL TYPE:65BSOIL TYPE:67ESOIL TYPE:4DSOIL TYPE:37D3SOIL TYPE:15DSOIL TYPE:36CSOIL TYPE:47DSOIL TYPE:37D3SOIL TYPE:36DSOIL TYPE:36C49049249449648049012''W12''WSSFSSFSSSS
SSSSSSSSSSSSSANSANSANSANSANSANSANSANSAN2021192225232428272931323334USCUSCSSPSTSDCTSTSPSTSSILTFENCEBREAKSILTFENCEBREAKSILTFENCEBREAKSILTFENCEBREAK2630DCPSPSDCDCSILTFENCEBREAKCWDCWDCWDCWDSSFSCSCCWDCONTRACTOR TO CLEAR ANDGRUB LIMITS OF DISTURBANCEAS NECESSARY TO INSTALL ESCMEASURES AND SEWER LINEHUGHES & ASSOCIATES SURVEYTIMMONS GROUP SANITARY SEWER SURVEYJOB 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\SSWR\C3.1 E&S PLANS.dwg | Plotted on 7/3/2019 3:30 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C3.4EROSION & SEDIMENT CONTROL PLAN 1"=50'SCALE 1"=50'100'50'0NAD
8
3
MATCHLINE - SEE SHEET C3.5
MATCHLINE - SEE SHEET C3.3
EROSION CONTROL LEGENDSOIL AREA DIVIDELIMITS OF CONSTRUCTION (7.36 AC)3.05SUPER SILT FENCESSF3.02PAVED CONSTRUCTION ENTRANCEPCE3.05SILT FENCESFCLEAN WATER DIVERSIONCWD3.09INLET PROTECTIONIP3.073.25UTILITY STREAM CROSSING3.32PERMANENT SEEDINGDUST CONTROL3.393.38TREE PRESERVATION FENCEUSCPSTPDCTP3.31TEMPORARY SEEDINGTSVEHICULAR STREAM CROSSINGSC3.24
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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\SSWR\C3.1 E&S PLANS.dwg | Plotted on 7/3/2019 3:31 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C3.5EROSION & SEDIMENT CONTROL PLAN 1"=50'SCALE 1"=50'100'50'0NAD
8
3
MATCHLINE - SEE SHEET C3.4
EROSION CONTROL LEGENDSOIL AREA DIVIDELIMITS OF CONSTRUCTION (7.36 AC)3.05SUPER SILT FENCESSF3.02PAVED CONSTRUCTION ENTRANCEPCE3.05SILT FENCESFCLEAN WATER DIVERSIONCWD3.09INLET PROTECTIONIP3.073.25UTILITY STREAM CROSSING3.32PERMANENT SEEDINGDUST CONTROL3.393.38TREE PRESERVATION FENCEUSCPSTPDCTP3.31TEMPORARY SEEDINGTSVEHICULAR STREAM CROSSINGSC3.24
SHEDDENSE TREESBARNDI-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'ELEC. TRANS.DI-1TOP=569.70'15" RCP IN=566.1'15" RCP OUT=566.0'DI-1TOP=569.22'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'#3575 INNOVATION DR."HOLLYMEAD FIRERESCUE STATION"INNOVATION DRIVE5
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TAX MAP03200-00-00-006R0UNIVERSITYOF VIRGINIAFOUNDATIONDB 2712-325DB 2179-222,UNIVERSITY OF VIRGINIA FOUNDATIONDB 1802-682, 684 PLATTAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATTMP 32-17GOLD LEAF LAND TRUST NO. 3DB 1745-696TAX MAP 03200-00-00-006R0UNIVERSITY OF VIRGINIA FOUNDATIONDB 2712-325DB 2179-222, 243 & 244 PLATAPPROXIMATELOCATIONOF EXISTING 2"SUPPLY LINEEXISTING DOSETANKEXISTING SEPTIC TANKEXISTING SEPTIC PUMPFUTURE LOOP ROAD TO BEDESIGNED , REVIEWED, ANDCONSTRUCTED AS PART OF ASEPARATE PLANSSAN5SSSSSANSANSANSANSAN
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20+0021+00PROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSSANEXISTING SANITARYSEWER APPROXINVERT OUT OFBUILDING = 565.41APPROXIMATELOCATION OF EXISTING6" FORCEMAINCONTRACTOR TO CONFIRMLOCATION AND INVERTS OFEXISTING SEWER AND STORM.CONTRACTOR SHALL CONTACTENGINEER IF ANY CONFLICTSFOUND PRIOR TO BEGINNINGCONSTRUCTION. CONNECT TOEXISTING SANITARY SEWER WITHCLEANOUT PER DETAILREMOVE AND REPLACEASPHALT PER UTILITYTRENCHING DETAIL.RE-STRIPE PARKING LOTTO MATCH EXISTINGREMOVE AND REPLACECG-6.TIE TO EXISTING CURBREMOVE ANDREPLACE SIDEWALK.TIE IN TO EXISTINGSANDEWATER EX. LOW AREA. EXCAVATE OUT LOW AREADOWN TO NATIVE SOIL AND BACKFILL IN LIFTS WITHCOMPACTION OF 95% OF MAXIMUM DENSITY INACCORDANCE WITH EARTHWORK SPEC 31 2000 SECTIONFOR 3.014 D.1 FOR COMPACTION OF SOIL AND BACKFILLAND FILLS FOR AREAS UNDER PAVEMENT. GRADE AREATO ENSURE POSITIVE DRAINAGE DOWN HILL.STEEP SLOPES (TYP.)APPROXIMATE LOCATION OF SEPTIC FIELD.CONTRACTOR TO LOCATE BEFORE BEGINNINGCONSTRUCTION. SEPTIC FIELD TO BE PRESERVEDAND NO VEHICLES ARE TO DRIVE OVER SEPTIC FIELDUNIT IT'S REMOVAL. SEE NOTES ON COVER FORREMOVAL REQUIREMENTS.REMOVE SEPTIC FIELD AND DISPOSE OFMATERIAL OFFSITE DOWN TO NATIVESOIL. BACK FILL IN LIFTS WITHCOMPACTION OF 96% OF MAXIMUMDENSITY IN ACCORDAANCE WITHEARTHWORK SPEC 31 2000 SECTION 3.014D.1 FOR COMPACTION OF SOILS ANDBACKFILL AND FILLS FOR AREAS UNDERPAVEMENT. GRADE AREA TO ENSUREPOSITIVE DRAINAGE DOWN HILLCONTRACTOR TO COORDINATEANY WORK IN FIRE STATIONPARKING LOT WITH COUNTY ANDPHASE IN A WAY TO ENSUREACCESS FOR RETURNING FOERTRUCKS AND OTHER VEHICLES.REMOVE AND REPLACECG-6.TIE TO EXISTINGCURBABANDON 2" SUPPLYLINE IN PLACEONCE THE FIRE STATION IS CONNECTED TONEW SEWER LINE REMOVE SEPTIC TANK,PUMP TANK AND PUMP, DOSE TANK, AND ALLOTHER SEPTIC SYSTEM RELATED ITEMSINCLUDING BUT NOT LIMITED TO ELECTRICALCOMPONENTS AND CONNECTING PIPING. FILLAND RE-GRADE AREA BACK TO HAVE ASMOOTH AND LEVEL GRASS SURFACEJOB 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\SSWR\C4.0 SITE PLANS.dwg | Plotted on 7/3/2019 3:34 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C4.0SITE AND UTILITY PLAN 1"=50'SCALE 1"=50'100'50'0NAD 83MATCHLINE - SEE SHEET C4.1
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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\SSWR\C4.0 SITE PLANS.dwg | Plotted on 7/3/2019 3:35 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C4.1SITE AND UTILITY PLAN 1"=50'SCALE 1"=50'100'50'0NAD 83MATCHLINE - SEE SHEET C4.0
MATCHLINE
-
SEE
SHEET
C4.2
SANSANSAN8"SAN8
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O
N
C
C
O
N
C
C
O
N
C
CANOPYB
I
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M
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C
H
A
N
I
C
S
460458 462470 48046246446646847247447647848284 496
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T4604704804905005105
2
0
530460470480490500510520530460470470480490500510520460470480490440450460440450460470480450460470480470480490WETLANDS(TYP.)WETLANDS(TYP.)STREAM (TYP.)49049249449648049012''W12''WHUGHES & ASSOCIATES SURVEYTIMMONS GROUP SANITARY SEWER SURVEYSSSSS S
SSSSSSSSANSANSANSANSANSANSSSSANSANSAN202119252223242927283132343335SS20' ACSA EASEMENT20' ACSA EASEMENT302643+0044+0045+0046+0047+0048+00 49+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+
0
0
60+0061+0062+0063+0064+0065+00 PROPOSED NEWTREE LINE (TYP)PROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSSEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSSTEEP SLOPES (TYP.)NO CUTTING OR STORAGE OF EQUIPMENT OR MATERIALWILL BE ALLOWED IN THE EMERGENCY SPILLWAY.NO WORK SHALL TAKE PLACE IN CLOSE PROXIMITY OFTHE SPILLWAY WHEN HEAVY PRECIPITATION ORPOSSIBLE FLOODING IS FORECASTED WITHIN 24HOURS/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\SSWR\C4.0 SITE PLANS.dwg | Plotted on 7/3/2019 3:36 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C4.2SITE AND UTILITY PLAN 1"=50'SCALE 1"=50'100'50'0NAD
8
3
MATCHLINE - SEE SHEET C4.3
MATCHLINE - SEE SHEET C4.1
(8")SAN8"SAN8"SANSAN8"SAN8"SAN8"SAN8"SAN8"8"SANSANSANSANSANSANSANSAN8"SSSSSSSSSSSSSTOP=433.52'INV. IN=428.30' 8" PVCINV. OUT=428.25' 8" PVCMHS (7)TOP=429.39'INV. IN=423.47' 8" PVCINV. OUT=423.05' 8" PVCMHS (8)TOP=423.32'(COULD NOT OPEN)MHS (9)TOP=421.12'INV. IN=415.24' 8" PVCINV. OUT=414.85' 8" PVCMHS (10)TOP=419.98'(INV. 'VENT'=416.17' 4" METAL)INV. IN=413.48' 8" PVCINV. OUT=413.43' 8" PVCMHS (11)TOP=418.23'INV. IN=410.94' 8" PVCINV. OUT=410.89' 8" PVCMHS (12)TOP=418.39'INV. IN=410.76' 8" PVC (NW-12A)INV. IN=410.40' 8" PVC (SW-11)INV. OUT=410.37' 8" PVCMHS (12A)TOP=439.54'INV. IN=426.42' 8" PVCINV. OUT=426.17' 8" PVCMHS (13)TOP=415.31'INV. IN=409.76' 8" PVCINV. OUT=409.32' 8" PVCMHS (14)TOP=412.75'INV. IN=406.91' 8" PVCINV. OUT=406.47' 8" PVCMHS (15)TOP=411.38'INV. IN=405.97' 8" PVCINV. OUT=405.63' 8" PVCMHS (16)TOP=413.15'INV. IN=405.60' 8" PVCINV. OUT=405.44' 16" CI(TRANSITION 8" TO 16")MHS (17)TOP=408.90'INV. IN=402.52' 16"CI (ARM)(PRESUMED EXTERNAL DROP)INV. IN=397.94' 16" CIINV. OUT=397.84' 16" CIMHS (18)TOP=405.82'INV. VENT=400.93' 4" METALINV. IN=397.27' 16" CIINV. OUT=397.14' 16" CIZONE "AE"100-YEARFLOOD PLAINFLOODWAYZONE "AE"100-YEARFLOOD PLAINFLOODWAY43044045046047044045046047048049050043044045046047048042043044045046047048049050051041042043044045045046046046044
0
4
5
0 4604704
8
0
410420430440450460480490500510450450450450460470480490500WETLANDS(TYP.)STREAM (TYP.)SSSSSSSSSSANSANSANSANSANSANSANSANSANSANSAN3639404143EX-13742S3881+06.6663+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+0081+00PROPOSED NEWTREE LINE (TYP)SEWER CORRIDORWILL BE MANAGEDAS TURF, NOTCONVERTED TOIMPERVIOUSSTONE ACCESSSTEEP SLOPES (TYP.)S4520' ACSA EASEMENTJOB 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\SSWR\C4.0 SITE PLANS.dwg | Plotted on 7/3/2019 3:37 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C4.3SITE AND UTILITY PLAN 1"=50'SCALE 1"=50'100'50'0NAD
8
3
MATCHLINE - SEE SHEET C4.2
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SANITARY SEWER STA. 10+00' - 25+00'5205255305355405455505555605655705755805855905955205255305355405455505555605655705755805855905959+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+005STA 19+69.33TOP 542.00INV IN 536.52 (4 TO 5)INV OUT 536.32 (5 TO 6)5 TO 6139.83' OF12" PVC@ 1.50%6STA 21+09.15TOP 540.43INV IN 534.22 (5 TO 6)INV OUT 534.02 (6 TO 7)6 TO 7181.66' OF12" PVC@ 1.50%7STA 22+90.82TOP 537.16INV IN 531.30 (6 TO 7)INV OUT 531.10 (7 TO 8)7 TO 8159.01' OF12" PVC@ 1.50%8STA 24+49.83TOP 533.64INV IN 528.71 (7 TO 8)INV OUT 528.51 (8 TO 9)EXISTING GRADE48" DIA. MANHOLE, TYP.APPROXIMATE FUTUREGRADE OF LOOP ROADTO BE DESIGNED,REVIEWED, ANDCONSTRUCTED ASPART OF A SEPARATEPLAN1STA 10+00.00TOP 574.39INV IN 563.33 (CO TO 1)INV OUT 562.93 (1 TO 2)2STA 11+68.57TOP 572.00INV IN 561.24 (1 TO 2)INV OUT 561.04 (2 TO 3)1 TO 2168.57' OF10" PVC@ 1.00%2 TO 3299.23' OF12" Ductile Iron@ 1.00%3STA 14+67.80TOP 578.48INV IN 558.05 (2 TO 3)INV OUT 557.85 (3 TO 4)4STA 17+67.83TOP 562.25INV IN 554.85 (3 TO 4)INV OUT 554.65 (4 TO 5)4 TO 5201.49' OF12" PVC@ 9.00%4 TO 5201.49' OF12" PVC@ 9.00%3' MIN.3 TO 4300.03' OF12" Ductile Iron@ 1.00%3' 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\SSWR\C5.0-SSPR.dwg | Plotted on 7/3/2019 3:38 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C5.0SANITARY SEWER PROFILE 1"=50'NOTE:1.FOR MANHOLES TO BE CONSTRUCTED IN FILL,CONTRACTOR SHALL PLACE FILL UNDER SAN. MH AT95% 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 THEMH(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDSAN. MH BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE ACSA WITHCOMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE2.ALL DUCTILE IRON SEWER PIPE TO BE CLASS 53 DIP.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SANITARY SEWER STA. 24+00' - 39+50'47548048549049550050551051552052553053554054555047548048549049550050551051552052553053554054555024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0039+509STA 26+11.08TOP 526.53INV IN 520.45 (8 TO 9)INV OUT 520.25 (9 TO 10)9 TO 10207.07' OF12" PVC@ 2.00%8 TO 9161.25' OF12" PVC@ 5.00%10STA 28+18.15TOP 522.67INV IN 516.11 (9 TO 10)INV OUT 515.91 (10 TO 11)10 TO 11129.34' OF12" PVC@ 1.00%11STA 29+47.49TOP 520.48INV IN 514.62 (10 TO 11)INV OUT 514.42 (11 TO 12)11 TO 12191.15' OF12" PVC@ 1.88%12STA 31+38.64TOP 515.57INV IN 510.82 (11 TO 12)INV OUT 510.62 (12 TO 13)12 TO 13132.17' OF12" PVC@ 4.50%13STA 32+70.81TOP 511.58INV IN 504.67 (12 TO 13)INV OUT 504.47 (13 TO 14)13 TO 14114.64' OF12" PVC@ 4.00%14 TO 1579.96' OF12" PVC@ 2.00%15STA 34+65.41TOP 506.18INV IN 498.08 (14 TO 15)INV OUT 497.88 (15 TO 16)16STA 35+06.73TOP 506.96INV IN 497.47 (15 TO 16)INV OUT 497.27 (16 TO 17)15 TO 1641.32' OF12" Ductile Iron@ 1.00%16 TO 17402.08' OF12" PVC@ 2.00%17STA 39+08.77TOP 495.31INV IN 489.23 (16 TO 17)INV OUT 482.77 (17 TO 18)17 TO 18203.00' OF12" Class 53 Ductile Iron@ 3.50%8STA 24+49.83TOP 533.64INV IN 528.71 (7 TO 8)INV OUT 528.51 (8 TO 9)EXISTING GRADE14STA 33+85.45TOP 506.28INV IN 499.88 (13 TO 14)INV OUT 499.68 (14 TO 15)48" DIA. MANHOLE, TYP.3' MIN.3' MIN.STREAM SEWERCROSSING BACKFILLTRENCHING ANDARMOR PER DETAILTD-32 ON PLANSHEET C1.13' MIN.SEE DROP CONNECTIONDETAIL, SHEET C1.1, (TYP)3' 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\SSWR\C5.0-SSPR.dwg | Plotted on 7/3/2019 3:38 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C5.1SANITARY SEWER PROFILE 1"=50'PROFILE SCALE00505NOTE:1.FOR MANHOLES TO BE CONSTRUCTED IN FILL,CONTRACTOR SHALL PLACE FILL UNDER SAN. MH AT95% 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 THEMH(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDSAN. MH BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE ACSA WITHCOMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE2.ALL DUCTILE IRON SEWER PIPE TO BE CLASS 53 DIP.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SANITARY SEWER STA. 38+50' - 53+50'44545045546046547047548048549049550050544545045546046547047548048549049550050538+5039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0053+5018STA 41+11.78TOP 482.76INV IN 475.66 (17 TO 18)INV IN 475.76 (51 TO 18)INV OUT 475.46 (18 TO 19)18 TO 19452.34' OF12" PVC@ 1.00%19STA 45+64.12TOP 477.57INV IN 470.94 (18 TO 19)INV OUT 470.74 (19 TO 20)19 TO 20185.98' OF15" PVC@ 1.00%21 TO 22118.44' OF15" PVC@ 1.00%22 TO 2384.68' OF15" PVC@ 1.00%23 TO 24105.60' OF15" PVC@ 1.00%24 TO 25106.85' OF15" PVC@ 1.00%25 TO 26103.65' OF15" PVC@ 1.00%FUTURE LEWIS AND CLARKROAD 12" WATER MAIN17STA 39+08.77TOP 495.31INV IN 489.23 (16 TO 17)INV OUT 482.77 (17 TO 18)20 TO 2127.29' OF16" Ductile Iron@ 1.00%EXISTING GRADE2'4.85'FUTURE LEWIS AND CLARKDRIVE 15" STORM DRAINFUTURE LEWIS AND CLARKROAD EXPANSION GRADETIMMONS GROUP SANITARY SEWER SURVEYHUGHES & ASSOCIATES SURVEY
48" DIA. MANHOLE, TYP.SEE DROP CONNECTIONDETAIL, SHEET C1.1, (TYP)STREAM SEWERCROSSING BACKFILLTRENCHING ANDARMOR PER DETAILTD-32 ON PLANSHEET C1.121STA 47+77.38TOP 479.59INV IN 468.41 (20 TO 21)INV OUT 468.21 (21 TO 22)20STA 47+50.09TOP 479.08INV IN 468.88 (19 TO 20)INV OUT 468.68 (20 TO 21)22STA 48+95.82TOP 473.91INV IN 467.03 (21 TO 22)INV OUT 466.83 (22 TO 23)23STA 49+80.50TOP 473.35INV IN 465.98 (22 TO 23)INV OUT 465.78 (23 TO 24)24STA 50+86.10TOP 471.63INV IN 464.72 (23 TO 24)INV OUT 464.52 (24 TO 25)25STA 51+92.95TOP 472.15INV IN 463.45 (24 TO 25)INV OUT 463.25 (25 TO 26)26STA 52+96.60TOP 470.78INV IN 462.21 (25 TO 26)INV OUT 462.01 (26 TO 27)17 TO 18203.00' OF12" Ductile Iron@ 3.50%PIPE TO BE PLACED IN CASING.INSTALLATION OF PIPE ANDMANHOLES TO BE COORDINATEDWITH LEWIS AND CLARK DRIVEEXTENSION PROJECTSTEEL SLEEVE CASING PERACSA DETAIL TD-36. SEE PLANSHEET C1.1 FOR DETAIL2.3'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\SSWR\C5.0-SSPR.dwg | Plotted on 7/3/2019 3:38 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C5.2SANITARY SEWER PROFILE 1"=50'PROFILE SCALE00505NOTE:1.FOR MANHOLES TO BE CONSTRUCTED IN FILL,CONTRACTOR SHALL PLACE FILL UNDER SAN. MH AT95% 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 THEMH(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDSAN. MH BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE ACSA WITHCOMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE2.ALL DUCTILE IRON SEWER PIPE TO BE CLASS 53 DIP.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SANITARY SEWER STA. 53+00' - 68+00'42042543043544044545045546046547047548048542042543043544044545045546046547047548048553+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0027STA 54+06.89TOP 468.55INV IN 460.91 (26 TO 27)INV OUT 460.71 (27 TO 28)27 TO 2875.01' OF15" PVC@ 1.00%28STA 54+81.90TOP 471.90INV IN 459.96 (27 TO 28)INV OUT 459.76 (28 TO 29)28 TO 2987.45' OF15" PVC@ 1.00%29STA 55+69.34TOP 469.84INV IN 458.89 (28 TO 29)INV OUT 458.69 (29 TO 30)29 TO 30198.06' OF15" PVC@ 1.00%31STA 58+20.78TOP 457.44INV IN 448.34 (30 TO 31)INV OUT 448.14 (31 TO 32)31 TO 32134.45' OF15" PVC@ 1.52%32STA 59+55.23TOP 452.70INV IN 446.09 (31 TO 32)INV OUT 445.89 (32 TO 33)32 TO 3363.92' OF15" PVC@ 1.00%33STA 60+19.15TOP 451.96INV IN 445.25 (32 TO 33)INV OUT 445.05 (33 TO 34)33 TO 34124.77' OF15" PVC@ 1.00%34 TO 35203.94' OF15" PVC@ 1.00%35STA 63+47.85TOP 447.76INV IN 441.56 (34 TO 35)INV OUT 441.36 (35 TO 36)35 TO 36186.02' OF15" PVC@ 1.00%36STA 65+33.87TOP 446.20INV IN 439.50 (35 TO 36)INV OUT 439.30 (36 TO 37)36 TO 3793.88' OF15" PVC@ 1.00%38 TO 39143.05' OF15" PVC@ 4.00%EXISTING GRADE37STA 66+27.75TOP 445.98INV IN 438.36 (36 TO 37)INV OUT 438.16 (37 TO 38)38STA 67+30.17TOP 445.65INV IN 437.14 (37 TO 38)INV OUT 436.94 (38 TO 39)37 TO 38102.42' OF15" PVC@ 1.00%SEE DROP CONNECTIONDETAIL, SHEET C1.1, (TYP)48" DIA. MANHOLE, TYP.48" DIA. MANHOLE, TYP.26 TO 27110.29' OF15" PVC@ 1.00%30STA 57+67.41TOP 462.72INV IN 456.71 (29 TO 30)INV OUT 449.57 (30 TO 31)30 TO 3153.38' OF16" Ductile Iron@ 2.30%3' MIN.STREAM SEWERCROSSING BACKFILLTRENCHING ANDARMOR PER DETAILTD-32 ON PLANSHEET C1.134STA 61+43.91TOP 451.42INV IN 443.80 (33 TO 34)INV OUT 443.60 (34 TO 35)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\SSWR\C5.0-SSPR.dwg | Plotted on 7/3/2019 3:38 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C5.3SANITARY SEWER PROFILE 1"=50'PROFILE SCALE00505NOTE:1.FOR MANHOLES TO BE CONSTRUCTED IN FILL,CONTRACTOR SHALL PLACE FILL UNDER SAN. MH AT95% 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 THEMH(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDSAN. MH BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE ACSA WITHCOMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE2.ALL DUCTILE IRON SEWER PIPE TO BE CLASS 53 DIP.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SANITARY SEWER STA. 67+00' - 82+00'39039540040541041542042543043544044545045539039540040541041542042543043544044545045567+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+0081+0082+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+0081+0082+0039 TO 40213.13' OF16" Ductile Iron@ 4.65%40STA 70+86.35TOP 421.44INV IN 414.92 (39 TO 40)INV OUT 414.72 (40 TO 41)40 TO 41346.43' OF15" PVC@ 1.00%41 TO 42332.13' OF15" PVC@ 2.00%42STA 77+64.91TOP 410.59INV IN 404.42 (41 TO 42)INV OUT 402.74 (42 TO 43)EX-1STA 81+06.66TOP 405.82INV IN 397.27 (MHS18 TO MHS17)INV IN 397.39 (45 TO EX-1)EXISTING GRADESEE DROP CONNECTIONDETAIL, SHEET C1.141STA 74+32.77TOP 418.58INV IN 411.26 (40 TO 41)INV OUT 411.06 (41 TO 42)3' MIN.39STA 68+73.22TOP 437.67INV IN 431.22 (38 TO 39)INV OUT 424.83 (39 TO 40)TIE IN TO EXISTINGSANITARY MANHOLE38STA 67+30.17TOP 445.65INV IN 437.14 (37 TO 38)INV OUT 436.94 (38 TO 39)38 TO 39143.05' OF15" PVC@ 4.00%41 TO 42332.13' OF15" PVC@ 2.00%3' MIN.EXISTING SEWERSTRUCTURE TOREMAINSTREAM SEWERCROSSING BACKFILLTRENCHING ANDARMOR PER DETAILTD-32 ON PLANSHEET C1.1STREAM SEWERCROSSING BACKFILLTRENCHING ANDARMOR PER DETAILTD-32 ON PLANSHEET C1.1SEE DROP CONNECTIONDETAIL, SHEET C1.143STA 78+93.90TOP 415.73INV IN 400.14 (42 TO 43)INV OUT 399.94 (43 TO 45)WATERTIGHT MANHOLE COVERWITH LOCKING LUGS ASREQUIRED BY ACSA STANDARDSAND SPECS FOR LOW LYINGAREAS PRONE TO FLOODING43 TO 45157.79' OF16" Ductile Iron@ 1.00%42 TO 43128.99' OF16" Ductile Iron@ 2.02%WATERTIGHT MANHOLE COVERWITH LOCKING LUGS ASREQUIRED BY ACSA STANDARDSAND SPECS FOR LOW LYINGAREAS PRONE TO FLOODINGWATERTIGHT MANHOLE COVERWITH LOCKING LUGS ASREQUIRED BY ACSA STANDARDSAND SPECS FOR LOW LYINGAREAS PRONE TO FLOODINGEXISTING INV OUT= 397.14' 16" CIWATERTIGHT MANHOLE COVERWITH LOCKING LUGS ASREQUIRED BY ACSA STANDARDSAND SPECS FOR LOW LYINGAREAS PRONE TO FLOODING45STA 80+51.69TOP 413.30INV IN 398.36 (43 TO 45)INV OUT 398.16 (45 TO EX-1)45 TO EX-154.97' OF16" Ductile Iron@ 1.40%48" DIA. MANHOLE, TYP.ANTI-FLOTATIONCOLLAR PER DETAIL.HEIGHT = 0.75'ANTI-FLOTATIONCOLLAR PER DETAIL.HEIGHT = 1.0'ANTI-FLOTATIONCOLLAR PER DETAIL.HEIGHT = 1.0'ANTI-FLOTATIONCOLLAR PER DETAIL.HEIGHT = 2.0'ANTI-FLOTATIONCOLLAR PER DETAIL.HEIGHT = 1.5'WATERTIGHT MANHOLE COVERWITH LOCKING LUGS ASREQUIRED BY ACSA STANDARDSAND SPECS FOR LOW LYINGAREAS PRONE TO FLOODINGJOB 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\SSWR\C5.0-SSPR.dwg | Plotted on 7/3/2019 3:38 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C5.4SANITARY SEWER PROFILE 1"=50'PROFILE SCALE00505NOTE:1.FOR MANHOLES TO BE CONSTRUCTED IN FILL,CONTRACTOR SHALL PLACE FILL UNDER SAN. MH AT95% 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 THEMH(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDSAN. MH BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE ACSA WITHCOMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE2.ALL DUCTILE IRON SEWER PIPE TO BE CLASS 53 DIP.
HORIZ SCALE: 1"=50'VERT SCALE: 1"=5SSWR STR. 51 TO 184554604654704754804854904954554604654704754804854904959+5010+0011+0012+0013+0013+509+5010+0011+0012+0013+0013+50EXISTING GRADEFUTURE LEWIS AND CLARKDRIVE EXTENSION GRADE51STA 10+00.00TOP 485.81INV OUT 479.42 (51 TO 18)18STA 12+32.52TOP 482.76INV IN 475.66 (17 TO 18)INV IN 475.76 (51 TO 18)INV OUT 475.46 (18 TO 19)51 TO 18232.52' OF8" Ductile Iron@ 1.57%18" MIN.18" MIN.FUTURE LEWISAND CLARK DRIVE15" STORM DRAINFUTURE LEWIS AND CLARKDRIVE 12" WATER MAINFUTURE LEWIS AND CLARKDRIVE CULVERT48" DIA. MANHOLE, TYP.HORIZ SCALE: 1"=50'VERT SCALE: 1"=5FIRE STATION SSWR LATERAL5555605655705755805855555605655705755805859+5010+0011+0012+0012+50574.79+5010+0011+0012+0012+501STA 11+25.95TOP 574.39INV IN 563.33 (CO TO 1)INV OUT 562.93 (1 TO 2)CO TO 1125.95' OF6" PVC@ 1.08%COSTA 10+00.00TOP 574.00INV OUT 564.69 (CO TO 1)48" DIA. MANHOLE, TYP.FUTURE LOOP ROADPROPOSED GRADEAPPROXIMATE CROSSING OFEXISTING 15" RCP. INV= 596.09SEWER LATERAL TO CROSS AMINIMUM OF 18" FROM STORMPIPE. CONTRACTOR TO VERIFYINVERTS AS WELL AS THEABILITY TO ACHIEVE REQUIREDCROSSING DEPTHS PRIOR TOCONSTRUCTION. THECONTRACTOR SHALLCOORDINATE ANY CONFLICTSWITH THE ENGINEER PRIOR TOCONSTRUCTION OR ORDERINGMATERIALS.TIE EXISTING SEWER LATERALWITH CLEANOUT AS INV.= 564.79.CONTRACTOR TO CONFIRMEXISTING INVERT IS 564.89 ORHIGHER AND COORDINATE WITHENGINEER PRIOR TOCONSTRUCTION OR ORDERINGMATERIALS18" MIN.PIPE TO BE PLACED IN CASING.INSTALLATION OF PIPE ANDMANHOLES TO BE COORDINATEDWITH LEWIS AND CLARK DRIVEEXTENSION PROJECTSTEEL SLEEVE CASING PERACSA DETAIL TD-36. SEE PLANSHEET C1.1 FOR DETAILJOB 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\SSWR\C5.0-SSPR.dwg | Plotted on 7/3/2019 3:39 PM | by Chloe Brannock
12/05/2018UVA RESEARCH PARK SEWER EXTENSION
ALBEMARLE COUNTY, VA41864.001 A. MABEEJ. SHOWALTERC. KOTARSKI07/03/2019 REVISED PER COMMENTS C5.5SANITARY SEWER PROFILE 1"=50'PROFILE SCALE00505NOTE:1.FOR MANHOLES TO BE CONSTRUCTED IN FILL,CONTRACTOR SHALL PLACE FILL UNDER SAN. MH AT95% 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 THEMH(S). CONTRACTOR SHALL REPEAT THIS OPERATIONUNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLEDBETWEEN THE EXISTING GROUND AND THE PROPOSEDSAN. MH BASE IN EFFORTS TO REDUCE THE RISK OFSETTLING. CONTRACTOR SHALL PROVIDE ACSA WITHCOMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE2.ALL DUCTILE IRON SEWER PIPE TO BE CLASS 53 DIP.