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WPO201800091 Other 2019-08-30
UVA RESEARCH PARK SEWER EXTENSION SITE DATA: TAX MAP PARCEL: 03200-00-00-006RO SITE ADDRESS: 4211 LEWIS AND CLARK DRIVE CHARLOTTESVILLE, VA 22911 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM SITE AREA: 455.85 ACRES LIMITS OF DISTURBANCE: 7.36 ACRES ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY DATE OF SURVEY OCTOBER 30, 2017 NOVEMBER 12, 2018 KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 (434)296-6942 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540) 885-0920 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: SEWER LINE WETLAND IMPACTS: AS SHOWN WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER A FLOODPLAIN DEVELOPMENT PERMIT - NO RISE CERTIFICATION- HAS BEEN FILED WITH ALBEMARLE COUNTY THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. STORMWATER MANAGEMENT: THIS PROJECT IS THE LINEAR INSTALLATION OF AN UNDERGROUND SEWER LINE WHICH WILL NOT SIGNIFICANTLY ALTER THE PRE -DEVELOPMENT RUNOFF CHARACTERISTICS AFTER COMPLETION AND FINAL STABILIZATION. PER DEQ GUIDANCE MEMO No 15-2003 NO STORMWATER MANAGEMENT IS REQUIRED. STORMWATER MANAGEMENT CONSIDERATIONS: - THE PROJECT DOES NOT SIGNIFICANTLY ALTER THE IPREDEVLOPMENT RUNOFF CHARACTERISTICS OF THE LAND SURFACE AFTER THE COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION. - THE PROJECT IS MANAGED SO THAT LESS THAN ONE (1) ACRES OF LAND DISTURBANCE OCCURS ON A DAILY BASIS. - THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED IS ADEQUATELY STABILIZED ON A DAILY BASIS. - THE ENVIRONMENT IS PROTECTED FROM EROSION AND SEDIMENTATION DAMAGE ASSOCIATED 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 VEHICLE WASHING, 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 OTHER MATERIALS PRESENT ON -SITE TO PRECIPITATION AND TO STORMWATER. -- MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES. -- PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE. -- PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FOR RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. -- PROHIBIT THE DISCHARGE OF FUELS OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE. VESCP/WPO 201800091 - ACSA PLAN COUNTY OF ALBEMARLE, VIRGINIA 7/03/2019 VICINITY MAP 1 = 2000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARL017ESVILLE1 VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 APPROVED by the Albemarle County Community :Qepirtment Date Fee Sheet List Table Sheet Number Sheet Title CO.0 COVER Co.1 OVERALL SITE AND UTILITY PLAN C11.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C3.0 EROSION & SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION & SEDIMENT CONTROL PLAN C3.3 EROSION & SEDIMENT CONTROL PLAN C3.4 EROSION & SEDIMENT CONTROL PLAN C3.5 EROSION & SEDIMENT CONTROL PLAN C4.0 SITE AND UTILITY PLAN C4.1 SITE AND UTILITY PLAN C4.2 SITE AND UTILITY PLAN C4.3 SITE AND UTILITY PLAN C5.0 SANITARY SEWER PROFILE C5.1 SANITARY SEWER PROFILE C5.2 SANITARY SEWER PROFILE C5.3 SANITARY SEWER PROFILE C5.4 SANITARY SEWER PROFILE C5.5 SANITARY SEWER PROFILE # OF SHEETS = 21 CONSTRUCTION NOTES: 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, 2. COORDINATE INSTALLATION OF PIPES 17 TO 18 AND 18 TO 51 AND STRUCTURE 51 WITH LEWIS AND CLARK DRIVE EXTENSION PROJECT. SEE ROADWAY PLANS SU IB-2018-00171 3. ALL. TRENCHING FROM STRUCTURE 15 UPSTREAM SHALL BE BACKFILLED AND COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH EARTHWORK SPEC 31 2000 SECTION 3.014 DA FOR COMPACTION OF SOIL BACKFILL AND FILLS FOR 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 THE SEPTIC FIELD UNTIL REMOVAL. FIRE STATION SEPTIC FIELD TO BE PRESERVED UNTIL INSTALLATION OF PIPE 2 TO 3. PIPE 2 TO 3 TO BE INSTALLED AS THE LAST STEEP IN SEWER CONSTRUCTION. COORDINATE DISCONNECTION OF SEPTIC FIELD AND REMOVAL OF THE SEPTIC FIELD WITH VDH AND COUNTY. SEPTIC FIELD TO BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH VDH AND ALL OTHER APPLICABLE LAWS AND STANDARDS. BEFORE REMOVAL OF SEPTIC FIELD BEGINS, CONTRACTOR SHALL DISCONNECT AND PLUG LINE OUT OF SEPTIC TANK. SEPTIC TANK WILL BE USED AS A STORAGE TANK AND CONTRACTOR WILL BE RESPONSIBLE TO MONITOR LEVEL AND PUMP, HAUL AND DISPOSE OF SEWAGE IN ACCORDANCE WITH ANY APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING PUMP HAUL AND DISPOSAL UNTIL THE SEWER LINE IS FINISHED, APPROVED AND ACCEPTED BY ACSA. ONCE NEW SEWER MAIN IS APPROVED BY ACSA, DISCONNECT FIRE STATION FROM SEPTIC TANK AND CONNECT TO NEW MAIN AT CLEAN OUT SHOWN ON C4.0. ONCE FIRE STATION IS CONNECTED TO NEW MAIN REMOVE SEPTIC TANK COMPONENTS PER CALLOUT ON C4.0. WETLAND PERMIT INFORMATION: A. VWP PERMIT NUMBERS 17-SPGP-01, WP2-19-0234 B. APPROVED PERMANENT IMPACT TOTALS: - APPROXIMATELY 175 LINEAR FEET OF STREAM CHANNEL - 0.01 ACRE OF PALUSTRINE FORESTED (PFO) WETLAND, AND 0.035 ACRE OF STREAM CHANNEL. C. CONTACT INFO: ERIC MILLARD (540) 574-7813 ERIC.MILLARD@DEQ.VIRGINIA. GOV D. DEQ VWP EXPIRATION: 5/31/2022 NOTE: IUVAF IS ON THE PROCESS OF FINALIZING CREDIT PURCHASE FOR WETLAND IMPACT CREDITS. VSMP/VESCP PLAN APPROVAL REQUIRES CREDITS TO BE PURCHASED PRIOR TO STREAM OR WETLAND IMPACTS. LAND DISTURBANCE IMPACTS INCLUDING GRADING LOCATED OUTSIDE VWP STREAM IMPACT AREAS (OUTSIDE AREAS THAT REQUIRE MITIGATION CREDITS) MAY OCCUR WITH A VALID GRADING PERMIT, AND IN ACCORD WITH APPROVED VSMP PLAN, OR VESCP PLAN (WP0201800073/ WP0201800091) it 0 CRATGW J. KOTARSKT �- Lic.1° o. 0 40 04.8507 7/03/ 19 NAL V��j OM E O O N � N C Q O > >_ W E _ ) a-� f- pVy Y Q LL O LL ro � LLJ L M rJUo0 W J - u� 02; O O d � O N z� yr o n, e oa U �d Ln j Ln �- c 0^ 01 Ln d M 00 J O W � H Ln 0 U 0 0 w > W_ U z 0 Ln > 0 Ll z yj O � Z � W a g CUB O w U p � W z a 0 p Will >� w > W 0 W IN Q 0 in r` 0 DATE 1210512018 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. 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I! 8364� 001 -0 0 SHEET NO. 0_2 �1)1 M 1 ROADS -- - -- CURB - - - CURB & GUTTER ---- CENTERLINE OF DITCH x, EXISTING CONTOUR - 200 PROPOSED CONTOUR SAWCU T EX. ASPHALT TASK AND S `AL LEGEND SEWED -- EXISTING SANITARY SEWER s � ^ EXISTING SANITARY SEWER ASPHALT 1.5 TINILS EXISTING PAVEMENT `MIN, 9" INFAR LOUR SF WATER EXISTING VIIATER LINE SAWCUT EX. ASPHALT STACK ANIID SLAT. ���ih,Yhh�§Ll }hyh¢Lf"r3h' - r� .� STONE SUB -BASE a BEDDING AS RE-UIRL+O NOTES t PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL, ?, REMOVE TEMPORARY PATCH IF PRESENT EXCAVATE COMPACTED ACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. RE ---COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF PATCH. PAVEMENT REPAIR FOR UTILITY TRENCHING 2" R 4" / a CONIC CURB AND GLITTER CLASS 3A, \ (r'c=3,000 PSI) CONCRETE \ / 4 13a' /� ° ° >/ No Scab a 7 41 a ° qq o 9C), �� ����---- o �17 o, off 6Till IN. a�p ®� 7✓�v o aJ J%�po pa - - CONTINUE 21 B STONE COMPAC FED BASE FROM ADJACENT SUBGRADE _ PAVEMENT SECTION UNDER CURB VDOT TANDARD CG-6 ',CUR GUTTER No Scale NON -SLIP BROOM FINISH -.7 VARIABLE WIDTH' MAX. CROSS TOPE 2% d COMPACTED SUBGR ADE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS, .,ONCRETE SIDEWALK PAVEMENT SECTION No Scale 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 40 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 VOOT STANDARDS. 0. ALL STORM SEV0JER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MININIUM 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 SMALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENIT VDOT STANDARDS. 12. DESIGN CHANIGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NIEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A FETTER 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 CCONSTRUCTION PRIOR TO STARTINI WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FRO M THAT SHOWN ON PLANT. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN! ON THIS PLANT, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL HE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-V\JAY 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 E 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) 40 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 10. 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) 40 HOURS PRIOR TO APPLICATION OF THE SURFACE COUIRSE(S). 21. A GEOTECHNIGAL 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 RIGGHT OF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LIME 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. (NIA) 20. 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 WORD 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 HANDIICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM ISTATEW➢DE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION, CODE, AND ICC/ANSI Al17.1-03. 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 NOTE 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 PLANT AS DRAWN MAY NOT ACCU RATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. I '� CONSTRUCTION 2. ALL MATEIRIA�S AND CONS U ON METHODS SHALL CONFORM T �' O ORM O CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLANT 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 (HORNONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER AREE 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, IIT 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. 0. UNLESS OTHER',WISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 GFR PART 1926). BU\ST9 G 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 MATER1,'1L TO BE APPROVEDBY A GEOTECHNIICAL ENGINEER. A GEOTECFINIICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE ALTO RISER, JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. E 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 EROSION 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 ACCORD® NIG TO MINIMUM STANDARDS AN, 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 EROSIONS 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. 0. 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 SMALL 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 INIERT,MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. '12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 GAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.20. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE Or ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00PIM. 15. BORROW, FILL OR WASTE ACTIVITY SHALT. 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 T 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. - � B � � � � E_ � S TO BE 17. TEMPORARY STABILISATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING I� AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUAR l TO CONSIST A 50150 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 00LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 108. 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. PERMANENTSEEDING SHALL BE APPLIED AT 100LBS/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/1003F. 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 MIDST 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) ACSA GENERAL VAIATER & 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 WORDS. 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. 61. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-000-552-7001). 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 LIMES, SERVICE LATERALS AND WATER LINES, ETC. 0. 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 PERI•JIITTED IN THE ACSA EASEMENT. 11. TIME CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH TIME No -LEAD REGULATION, REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE PILL 3074 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 ; :.N "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 MAIMS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. � o � "A �Qcad < Im, Ll _ rLli �9 05 co_j C LU DATE 12105/20i8 DRAWN] BY A, tIlABEE DESIGNED BY O, SJ OWAL i ER CHECKED BY C. KOTARS1<1 SCALE N.A, r Lu ui Ln uj c� u Lu U) 0 q 0 ui th ` LuC7 w w 0 = d7 .5 306 NO, � 6 11864,,001 r SHEET NO. C1,0 �e2±1t V ¢' C_O BETE ROADWAY 2, ANT] FLOATAT]'ON SEWER MANHOLE PER AGSM METAL 9NSI�ECTION FRAME i�/ �®L9� LIO � h �f R° �.. COLLAR AROUND STANDARDS AND DETAILS EXIST OR PROP GRADE � (NEEN9AH R-10,T5 OR EQUIVALENT) A , ENTIRE BA.E OF a. Q ® CON'CRETE COLLAR 7/0lI F�f MANHOLE NHOLE '(4,500 PS] � ° CRUSHED STONE BEDDING c �_ PAVEMENT DI CLEANOIUT a 2 ' (T`i�'r' , ) - "�.`� ��. C`r�• `,,. ����' '"��` �'� 1 Y tf a E I�LI9G AT EI010 C AT0 STZ-0 BAN€ OR �b,�1l�t 3 OF LINE 36 MIN° r-026P �1IN1 TH_TC,<NESS ,� SrEE€. CASING INSU AT(MI I ° a 4 STEEL CASING � I COi➢OR�TE ALL a 17 °EANOUT DETAIL 1i (TYP°)� ascaIO �,- � .. La a ° ` �° 1 " 7 l a" e i 'HEIGHT AS �€ � �J —rup e °' SPEC ] F D E D I N DUCTILE IRON PIPE 1 a ' €��� PJ JOINT ; � � 9 Q (PESTRAIN EIS JOINTS) ����a - r � �. r as ° PROFILES go Z o Q o NOTE, 1_ STEEL QA.ShAG TO EXTEND TO BACK O CURB, DITCH, iDEWALK, Ek'C. OR A MINI UNI OF 5' BEYOND rHE EDI; O � `� � C i� 4 4 _ 4 PAVEMENT, WHICHEVER IS GREATER. �+ � � * > ENDS OF CASING CAM E SEALED U I-NG A PULL -ON END SEAL GASKET IN LIEU O CONCRETE FILL, � � � u a �3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERF�OINT OF PJPE. � � � < u u 4 4 a Q4 ° ���ry- tLu C SEWER E � � 00 00 00 oocoo 00000°* I�o �L c�oJo�oo oo>oo�oQ�o o�oo�oo�ooflo o�o�o 000� �o�oQoC o�c (i A�_ STEEL STNE INSTALLATION ,_ — - 1. REBAR SHALL BE FIELD INSTALLED WITH 10,000 PSI MANHOLE ANDOBEDDING PER AGSA STANDARDS ro�� I t- J36 SEWER SERVICE LATERAL CONNECTION NOTES: GROUT, DRILLED HOLES Qa�-'�ALL BE � 3 TIMES BAD c�;, ��w�,� �� E��� 1 � 2 -- --- 1 1 AND T]L, v c_ . 27 1/2" DMA / DIAMETER. o r [ z �, 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE f fY'" A^' 4..;r - WELDED � � 1 as AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 2' MIN . ,,.,. 0 2, 1F EXTENSIONIS `�i�t��D TO '��, ���ELJ SHALL �E /�. � COMPACTED ED SOIL � t � - _: - INlIDICATEFD THE TOP �R®iA+N EI�E�/AT9ON �� THE �la��/I�� FILLET GELD MINIMUM OF 4" LONG \ � � _ � � THAN �� � �����, ��L� � �.�� �...... ��T., �f�, - �� � LATERAL PIKE SHALL �� AT LEAST �.2 �II�I-1�R T�I,aH T�I� �� BOTH L] OTOTAL L r� � REBAR 24" O.G. w I��ts�,�� ,o :� W I oP (CRCIJIIN) ELEVATION OF THE THE LOWEST PIPE - --- - - AROUND ENTIRE BASS o � � p 1 CONNECTED TO IVIANHOLE. Y- � - � �� � � � f SALT o > t� OF MANHOLE' t���A�,�l ������,� - 2. S�i/idER LATERALS TAPPED INTO AN EXI�T�NG SEWER Iis1AlN � � FRAME SECTION ���'� �° � � � T SHALL BE CONNECTED USING A PIPE SADDLE. TREATED � � '0 -- - - ] C2,�r,� FINISHED 2 s,mm I minis ANTI -FLOTATION I 1 � .- 9r`x�i��� .tea "ti� �-+�1�i" > 'o r? 9= FOR SEWER C+ SHALL - 3�R��9��1® _ / �;'- � � �o � � J��r DETAIL �o MANHOLES � �� � 0 g ,:° � (� 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE MARKER � - 1%//ry" 2% ('114" PER FOOT) v No Scale, ,a DATE [97mrnT E579�,11] _._�. 4•. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER � ' _ rrtrra 0 25" FRAME �� Ga�tER - /� 1-21051-2018 (DIAMETER OF �4". FRA FIG. S�ImD,CAM aou _ 1 5n,rr 1 S 0.D, OF GKr GI -;DOVE € SEEa �i f�n�ai � ' T / DRAWN BY 4- "�r. ALL SEWER LATERALS SHALL HAVE A IiiIINIIir1L91t1 COVER - - STREET SURFACE OR �' Hs.9r11a.$1�: 4SA�.�f NON AREA - _ (q) wsFF I/la X sfa x 1 1/2 A. i� REMAINING BACKFILL Si'iLl. �j 73s t, �JH 3 FHT.r�r� SLOPED AREA NOT CONTAIN ROCK MATERIAL � �cs�r� j5rr,s�,� � � ���" ��} ��T �s�� �/��y c� �/_ � - - ? y` _ 36" MIN LARGER THAN 5" IN ANY � � ��`� � rr �� � - 4/�' (41mm� ��� ��950 _ D���Os 1 D HY DESIGNED ° RUBBER COATED STEEL STEPS a.� DIMENSION IC)i; �L�NVIEW •_ I t/w (29-;m) r� a �� � (timm f23/nor 1' il" J1AX 0% CAST 1➢ PLACE 3 ? , �T �u tr PAW# 009. 313 PLUG END OF dd 4' I�ICI��A�€eItocKL�a��c�€�r��T�€L i I�IAII� LINE SERVICE LATERAL 2 z Ibis I i ���� � �} ,atrr t♦ t �/� � 9 x_,a �� iN TIAL BACKFILL> t a €��➢�Ia�� FLO�s�!.A�'3 OR LOCATED IN A'r,"r`.o;a $1bI��4'T i�#' rLE)q)€MSS St3AIE» if�lkE WA7U??7C-alT F:?;i�i9� .� �fl t SECTION CHECKED O BY -A ' SECTIONS REINFORCED R Cf7>IGr�SLS r 9 �. �1`III�€ ��, LII T�s ? ! i 1 A73V, 5 i 1 �r 79CHY fi a i3.4t 7 45 3 "i° o e ve 1. SHOVIALTER S�.CT➢QNS �VIT1 O ,-.IhlG SEALS ��- � � 42) ��� �a� ���� s«�� a� EaMBEDMENT o THOROUGHLY COMPACTED �, ��d aNLL qw To r���+� �I-M Jomwo Lli 0AWAR � ��,Y. PARV VMBI � � �a5 0 OR APPROVED EQUAL OTAR K BY HAND OR APPROVED TYPICAL L W TLE T T (s, ,� P W# ��3 SPRING LINE I r�xr saTr T MECHANICAL TAMPER �-- -a" MINI OF PIPE € MANHOLE I LOCK WG ASSEMBLY - THE DROP CONNECTION SHALL BE HAUNCHINIG - t COVER p N.T,9 s ➢Q I E _ g * 1p SCALE a DUCTILE IRON PIPE (GLASS 50) NO, 68 STONE � � �_.-, : �,._� � — � .x� ,._ � �"io� SACKFILLED IP3 6" LAYERS AND BEDDING 6' max I COMPACTED BY HAND TAMPERS OR 4" mIn T�J �� _ -- N.A, 12'° Ml�ik� BACKFILLED WITH SELF-COM9PACTI➢ G 16" M➢AX STONE. FOUNDATION T101� SHALL E - --- — a o REQUIRED WHEN SOIL - -- CONDITIONS ARE UNSTABLE MINIMUM ELEVATION DIFFERENCE ALL PIPE) 12"Ml 12"➢NIN ACROSS M.H. FROM INLET TO � \ VARI - �y _� OUTLET SHALL BE 0.20 FEET / ot: �f/ /®®T CLASS 1 IN LINE i1i1'(E TEE 5 Ii� INI RIPRAP A FILLETED INVERT FOR A SMOOTH— i TRANSITION OF FLOW BETWEEN (TYP) --- T�'P PLAN • �: v INLET & OULET PIPE SHALL BE -- v n a a a PROVIDED. 12' p e� ;a. V �' e -.. e a ('VOTE 2' 0" 1 3' O VARIES 3fa DIA OF LARGEST 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING FOOT RIGHT-OF-WAY SHALL N IIllol a III T� i� PIPE IN MANHOLE BACKFILLED ENTIRELY WITH NO. 21A STONE. i-IjI °°3 (�` I�I'''1HI. � 1-11 IG. S 2 MIN. 6' BEDDING WITH NO, 68 STONE 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED I- AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 63 I-11 III SEWER SERVICE LATERAL CONNECTION NOTES: STONE SHALL BE PROVIDED °, ° ° °° „_ V©®T NO 1 1, DEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 3, THERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 0°e OA, STONE BEDDING N10 SG�I� SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. PIPS � ' ° ' ° --_--- --- ----- _ ._ ---- - 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE HEDdI':19G OF N0. 6�3 STONE - - EXTENDED OR NON -EXTENDED BASES. O.I . 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED rye GROUTED = _ ➢Ns10E AND OUT. AAA — — 1'° �„ �511��] LETTERS 4. SPECIAL COMSIDERATION SHALL BE GIVEN FOR ENTRANCE [25mm] (RECESSED FLUSH) DESIGN ON SEWERS WITH STEEP SLOPES. PIPE ��, (4) 1°° [25rrrlr�] ®IA HOLES WE PIP O.D. - - ON 32 3/�4" [334mml DIA TYPICAL SEWER BOLT CIRCLE. (2) CLOSED • e ev — a INSTALLATION IN r 12 LOT TO SCALE T°`�I�IC,�L_ 1�1�;1�1�-1O�..➢� �NI��1-1 DROP CONI�It�CTI_�J�lI oc.1�1�"I� -.. - - - ® - PICKH®LES CONICRETE ENCASEMENT � 4 NTS NTS %�`ry 1 1 /2" I FIG. S-t-C FIG. S-3 - s [33rfiml --- - - -- i FR,�11�1E c� COVER (SEE FIG, S-I- �59E) LEI'° GTH (VARIES) E, 10 STREET SURFACE OR ui MATCH EXISTING PROFILE NON -PAVED AREA EXCEPT WHERE SLOPE OF AMAX.��uSLOPED AREA (� BANK EXCEE/�IDS 1 `TO 1 1 o 0 O� w Y' Lu ".. A '���. __.. _,�'- 1'-0" MAX 2,-QAa € 3000 PSI CONIC. BASE - 9 F i HENCE SLOPED TO LO�t�f In (2) CORED PICKBARS RUBBER COATED STEEL � CHANNEL `I /4" V MIN �' ADC 3'-0" (MIN �. :. �� .°°°, ° � 1/2" DIA 1�1/2'° - 1 1/�" [291�1rr1] DIA BOSS STEP. CAST IN PLACE - i PRECAST REINFORCED 3.0' 1i111N. [30IT1r�1] [60�1rT1] COfmICRETE SECTIONS 1 i1111�I f�� j' 0„ RING SEALS 16" MAX �, . 26 1/4�°' ®IA I 4 jk 14 BRANCH [GG7rT1➢T1] [1 �8FT1rr1] A 12 MINIMUM ELEVATION � - DIFFERENCE ACROSS I.H. 5°' 4 --O a � 26a' DIA FROM INLET TO OUTLET � ��. 1 � � (�rr1 ] [ ®m ] SHALL BE O.20 FEET, �/ IA 3� 1 fff���aaa (�S r�1 CONGIRETE VARIES _ _—_ __ _ -- s 3 1f3 �» III III III III - �rA' DEPTH OF , L©v�i FILLETS - a - �� - =11I-III-1I I -I I � � DIA NEOPRENE GASKET � [� I�1 CHANNEL TO �� � 1 �.; �a I to I I-1 11= o �/ DIAMETER OF -- - - - - UI�IDISTIlIRI ED J. CONTRIBUTING °"s= -g_o �� � � Lu SEWER. a q 12„ MATERI,�aL - A - I- . A FILLETED INVERT OR A SMOOTH o TRANSITIORI OF FLOW HET�_T �iE" NOTE: 6M TRET IT OUTLET PIPE SHALL E FLEXIBLE CONNECTION ELEVATION[722rT11T1] [16r1�rr1] 23" DIA INLET PROVIDED, — jAIIN. 6" BEDDING WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SMALL [534I�tl�➢] (NOTE W/ NO, 68 STONE � BE CORED AND A FLEXIBLE 3�" DIA MOTE: �- /€ - 25" DIA 49 9A [91'Y f9'lfti] .- 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE � CONNECTION B�?OT 1. 1��{'HIERE LESS THAN 3' OF COVER IS A\/AILABLE BELOW STREAMBED, CONCRETE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. � INSTALLED ENCASEMENT � f _ �- [G35€T1T _-_ - - � �I',ICA�EI4IENT 1il/ILt B� REQUIRED. O.D. OF GASKET GROOVE ZD 2. THE CONSULTANIT WILL DETERMINE WHETHER MANHOLES SHALL HAVE � 2. WHEN BEDROCK IS ENCOUNTERED RIND COVER EQUALS OR EXCEEDS 3', THE TRENCH( FRAME SECTION EXTENDED OR NON -EXTENDED BASES. SHALL BE BACKFILLEND WITH COMPACTED 21A STONE AND TOPPED if°e/ITH 13" OF VDOT ���Tw�� 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED 8c GROUTED CLASS 1 RIPRAP. INSIDE AND OUT. TYPICAL IMANHOLE PLAN TYPICAL MANIJOLE SECTION _ SHOWING � V�/1 �l � BRANCH i� � I -I TI � ---- I �J _ J09 �,0. T0�32 FIG. Sm7 T0�25 - SHOWING BRANCH TIE-IN FIG. S-I-D 001 N.T.S NTS SEWER STREAM GROSSING (TYP) MANHOLE FRAME AND COVER (TYP) IS IEETNO. FIG, S-I-A FIG, S-1-8 No Scale No Scale C1, 1 �0 �U) 0 �j U e r� 2� �of P ; .� 2 a� a� �ca Vca aj w� 2 IIIIIV IIIII IIIIIIIillIIIIIIIII/1 . . ........ ... IIII3 IIIIIIIIIIIIIIIIIIIIIIIifIIIIll. .. .... . . . IIIIIIIIIIfIIIII.. .... .... ... II. .. ...... -,.20 IIIIIlIIlIifIIIIIIIIIIIIIIIIIIIIIIIIIIiIlIIIIIIIIlIIIII... ... I . . . .... . ..... IIIIIo IIIIIIIIIIIIII0 5 IIIIII.. .. ...... V ff, . ....... . II`7 IIII..... ... ... IIII. .. ...... . IIIIIIt IiflkIIIIIIIIII0 IIIIIIIIIIIIII------ .... .. If'7 IIIIIIIIIIIIIIIIIi, r fIIIIlI-4 i,7�, IIIIIIIIIIIIIIIIIII... . . .. IZ! IIP S11 0 F5'E S (T IFF IIIIIllIIIIIIIIIIIII- -------- -- IIIIII> IIIIv II. . . ...... . .. IIIIIIIIIllIIIlIIIlIIIIIIIIIIIIiIIIIy IIIY, IIIIlkIIIifIIII0jo, N 2 IIffIIII'oor-, IIfIIIIIIIIIIIIIIIIIIIIIIIII, 7'4 IIIIlooe IIIIII- ------- -- IIIIIIII49 IIIII3 y III0 STEEP SLOPES (TYP) 0 > Lu p L—L e_e u m 0 u LLA Lo U) > > q) Ll I LLA LLI IUj I —Le > Ljj IIIIIIIIIIlIIIIlIIIIIIIitIIIIIR IIIII. . ....... . .... I . ... IIIIIIIilIf IIIIIIIIIIIIIIIiIIllIIIIIII> ,7 IIIIIIIIIIIIIIIIIIIIIIif< IIIllIIIIIIIIlIIfIIIIIIIIIIIIIlfIIIIIllIIIIIIIIIIIIIiIIIIilIIIIIIIlIIIIIIIIlII71 IlliIII'y IfIIIIllIII...... .. . ... IIIIfIIIIIIIIIIIIIIIIllIIIIfIII. . .......... IIII> IIIIIIIIIIIIIIIfIIIlIIlIIX, # IIIIIr IIllIIIIIIifIIIT�FP "SLO S( y IIIiIIIIIitIIIIIllIIIIIIIIIIIIIIIIIIIIASSOCIATES SURVEY NOTES: IIHUGHES&P IIIIII1.) HORIZONTAL DATUM: NAD-83 VIRGINIA SOUTH ZONE IIIIIIIIIIII .... ..... . I2.) VERTICAL DATUW NAVD-88 IIj, BENCHMARK: UNIVERSITY OF VIRGINIA BRASS DISK "NF2," SET IN CONCRETE, LOCATED 4.5' IIIIIIIFROM THE FACE OF CURB ON THE EAST SIDE OF LEWIS AND CLARK DRIVE APPROXIMATELY 543.93' 370'NORTH OF THE INTERSECTION WITH DISCOVERY DRIVE. ELEVATION 3.) THE LOCAT-IONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE IIIIWAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF II LITIES: FIELD SURVEYS OF MARKED LINES; TOPOGRAPHIC MAPS, AS -BUILT PLANS, AND SIITE PLANS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION; AND UTILITY MAPS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION AND THE UTILITY IIICOMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE ICONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE IIITIMNIONG GROUP SANITARY SEWER SURVEY.NOTESL IIIXACTLY LOCATE 38, Dk 0 1,) HORIZONTAL DATUM IS BASED 07N NAD83 (201 1), SPCS VA S. COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DANAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO Ey VERTICAL DATUM IS BASED ON NAVD8 \TUM ESTABLISHED BY IIGPS RTK OBSERVATIONS VIA LEICA SmartNET AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. IUTILITY OPERATORS: Iif IISANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY lII2.) TOPOGRAPHIC SURVEY DEPICTED HEREON IS BASED ON AN AERIAL - ALBEMARLE COUNTY SERVICE AUTHORITY IPHOTO AND LIDAR CAPTURE OF SITE BY KUCERA INTERNATIONAL, WATER IINC. DATE OF FLYOVER: OCTOBER 18, 2018. AERIAL PHOTOGRAPHY TELEPHONE - SPRINT, UVA IIIITELEVISION - ADELPHIA, COMCAST -BAND STEREO AT 0.25RESOLUTION USING A CAPTURED IN 4 Ioj IGAS - CITY OF CHARLOTTESVILLE - TNPS VEXCEL EAGLE LARGE FORMAT DIGITAL FRAME AERIAL CAMERA- ELECTRIC - DOMINION V�RGINIA POWER IAERIAL LIDAR CAPTURED IN 4+ RETURNS/PULSE AT 10PPSM II -COMPILATION AT -0 500/1000kHZ RETURN DENSITY USING A LEICA ALS70 OR AERIAL 0 MISS UTILITY CONTACT INFORMATION: 1-800-552-7001 IILIDAR SYSTEM WITH A MPA CAPABILITY. STEREO T' 50'SCALE PLANIMETRIC DETAIL WITH HYDRO AND OTHER I+ I TOUR GENERATION. JOSEPH C. AXTEDLEY 4.) PREPARED FOR: UNIVERSITY OF VIRGINIA FOUNDATION IGRADE BREAKS SUPPORTING A I CON I3 Me. No.3,--85 REPORT FURNISHED; 12-14-1 B 5.) ONLY THE AREAS WITHIN THE "SURVEY LIMITS"SHOWN HEREON WERE SURVEYED BY KIRK THIS IS NOT A BOUNDARY SURVEY. NO TITLE EASIPMENTSMAY EXIST WHICH ARE NOT SHOW HUGHES AND ASSOCIATES. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION OUTSIDE OF IIITHESE LIMITS 'WAS SURVEYED BY OTHERS AND PROVIDED TO US BY THE UNIVERSITY OF I-6R PEP, VIRGINIA FOUNDATION. 4) SUBJECT PARCEL IS REFERENCED AS TAX MAP PARCEL 32 NJ HEREON. IGIS INFORMATION FOR ALBEMARLE COUNTY, VIRGINIA. II6.) THIS TOPO,GRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS I5) LOCATION OF SANITARY STRUCTURES SHOWN BASED ON A ISCALE V=150' CURRENT FIELD SURVFYB5Y THIS FIRM. SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON STARTING IN MAY THRU IIOCTOBER 2017; AND THAT THIS MAP, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 0 150, 300, DATE 21 0 .51220-18 DRAWN BY A. MABEE DESIGNED BY I1, SHOWALTER C. KOTAR&KI SCALE AL 1"=150' z A,11111111111111111111b&, *%Joo Lu uj mw > uj Iu A1W AF Arm 20 Lu E U3 0 eon o tb 2 Lu I Q) 2 70 JOB NO. 0 c� 41864.001 2w 0 SHEET NO. C-22 � 0 co f� tSJ I W 0 z EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION _ H - fi. NEW 1I 1' �� 11 THIS PROJECT INCLUDES THE CONSTRUCTION �� A � JE �V SEWER LINE AND SITE WORK. -E� LIMITS OF DISTURBANCE IS 7,36 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY AIRPORT ROAD TO THE SOUTH, DICKERSON ROAD AND SOME INDUSTRIAL PARCELS TO THE WEST, THE RIVANNA RIVER TO THE NORTH AND ROUTE 29 AND SOME INDUSTRIAL AND RESIDENTIAL PARCELS TO THE EAST, EXISTING SITE CONDITIONS SLOPED E STREAMS � THE SITE IS CURRENTLY MOSTLY �(1IT�1 S1 OPED TERRAIN AND �TREA��I� THAT FEED INTO A WETPONDD OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION) UNLESS PERMITTED SEPARATELY, CRITICAL EROSION AREAS MANHOLE AND PIPE INSTALLATION IN EXISTING STREAM AND WETLAND AREAS ARE CRITICAL EROSION AREAS, CONTRACTORTO USE CAUTION AND PREPLANNING IN COORDINATION WITH ENGINEER AND ESC INSPECTOR TO MAKE SURE NECESSARY ESC MEASURES ARE IMPLEMENTED AND MAINTAINED CORRECTLY, ALL EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH iESCH AE',➢D THE CONSTRUCTION) SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE MINIMUM STANDARDS OF THE VESCF SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION, STORMWATER RUNOFF CONSIDERATIONS THIS PROJECT IS THE LINEAR INSTALLATION OF AN UNDERGROUND SEWER LINE WITH WILL NOT S H_ I � FINAL ALTER THE PRE -DEVELOPMENT CHARACTERISTICS ASTER COMPLETION AND FINAL STABILIZATION, PER DEQ GUIDANCE MEMO No� 15-2003 NO STORMWATER MANAGEMENT IS REQUIRED. STRUCTURAL PRACTICES: 1, TEMPORARY CONSTRUCTION) ENTRANCE - 102 A TEMPORARY CONSTRUCTIONS ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF 20 SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS 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 PREVENT SEDIMENT FROM LEAVING THE SITE. 3, STORM DRAIN INLET PROTECTION 107 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS, ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION, 4, DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM] A CERTAIN AREA, - 5, DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT, VEGETATIVE PRACTICES: 1, TOPSOIL (TEMPORARY STOCKPILE) - 3036 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 36 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MD(TURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED, 3, PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION(, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4e SOIL STABILIZATION BLANKETS & MATTING - 336 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. ex SPEC. 3032, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE [AWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE; HANDBOOK, FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES, IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME HALL BE APPLIED PRIOR TO MULCHING, SEQUENCE OF INSTALLATION 1. A PRE CONSTRUCTION MEETING IS REQUIRED' WITH ALBEMARLE COUNT`( ES 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, 20 CONTRACTOR SHALL DIVIDE PROTECT AREA INTO WORKING SEGMENTS. ALL STABILIZATION SHALL OCCUR UPON THE COMPLETION) OF EACH SEGMENT. PROJECT SHALL BE MANAGED SO THAT LESS THAN ONE (1) ACRE OF LAND DISTURBANCE OCCURS ON A DAILY BASIS, IN ACCORDANCE WITH LINEAR PROJECT REQUIREMENTS. 3. INSTALL TREE; PROTECTION, INLET PROTECTION, SILT FENCE, DIVERSION! DIKES, AND CLEAN WATER DIVERSIONS, 4. CLEAR AND GRUB SEGMENT WITHIN LIMITS OF DISTURBANCE. 5o EXCAVATE TRENCH, INSTALL SANITARY SEWER SYSTEM, AND BACKFILL TRENCH, 6, APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 7, ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1� PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENTSTABILIZATION SHALL BE APPLIED AREAS THAT ARE TO BE LEI DORMANT FOR MORE THAN ONE YEAR, MS-2o DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. S a S - � � ESTABLISHED � DENUDED PERMANENTLY MS-1 A PERMANENT VEGETATIVE COVER SHALL B.= ESTAB��S�I�D OG'I �ENUD�D AREAS NOT OTHERWISE PIERMANI STABILIZED, PERMANENT VEGETATION) SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED 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 SEDIMENT S_ F P LAND - DISTURBING S FUNCTIONAL I CONSTRUCTED A.' A FIR-T STEP IN ANY LAND DI-T RBIN_ ACTIVITY AND SHALL BE 'JADE �UI�ICT�ONAL SHALL �E � � � � U .� BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE, MS-1 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION, MS=6� SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALLBE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES, MS-T 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 SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED, MS-& CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN] AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9, WHENEVER WATER SEEPS FROM A SLOPE: FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED, MS-10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11, BEFORE (NEWLY CONSTRUCTED STORMI)VATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO (`MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION(, NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13a WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NiONERODIBLIE MATERIAL SHALL BE PROVIDED. MS-14o ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET: MS-1 S. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, MS-16o UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA' A. NO MORE THAN 660 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 APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY, D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION 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 SHALT_ BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRA-CKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-10, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 36 DAY,S AFTER FINAL SITE STABILIZATION) OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHIERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION) AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW PATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION) IN ACCORDANCE WITH THE r . STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS, GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRAC FILES ACCORDING TO MINIMUM STANDARDS AND SPECIFICpkTIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION) AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-69 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN, ES-1 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 -a: 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 SUPPLEM ENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION) AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES ®URINE LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERINIG OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE, Etee 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 CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 4D - ASHE LOAM, 16 TO 25 PERCENT SLOPES, 20 TO 46 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTJEVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 276 - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL. DRAINED, HYDROLOGIC GROUP: B 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 06 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 3 'C - HAYESVILLE LOAM, 1-5 TO 25 PERCENT SLOPES GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES WELL DRAINED, HYDROLOGIC GROUP: B 36D - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 37D3 - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, GREATER THAN 60 INCHES TO, RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, 29 TO 46 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47D -- LOUISBURG SANDY LOAM, 16 TO 26 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 66C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 86 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC; GROUP: B 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 66 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B co �DLU E� w 0 DATE 1210512018 DRAWN BY A. 114ABE—F ® STGI�1ED BY L TER CHECKED BY C. r'OTARS1<1 SCALE IVIA Al NOTE: FLUME STREAM � s Y." tom+ CROSSING SHALL BE ,nw INSTALLED FOR 72 � HOURS MAXIMUM.If t �V- L'U' ME r"IT- CR 0 a ryes t ! fG :RAJ4aW J K OTA-R 44MURM TO BE APPROACHt'-MS 1 . k l g s 'v 1 PIPE ILI Qj 1Z e1S}7219Y," g,�� qTEs� -3 CHARM �- g _ ACCF9FAI fBCBsold i3 T ' ° ER OSION C6vfiJ'�v'G9. � :� � � t'`1 MEASORES TO BE j %CAT D BELOW � ° df - nPaRo� cc� AREAS cJ) � W u Uj PLAN Uj VIEW i I 1 1 L1 El El El �:.... _j ::�b 1:1 a ; - � Z_ _ STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION M� m������� suRFAcc now DivEmp FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, By SWALEE ANDIOP DKE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO SECTION "A -A" SECTION °B eRE" GREATER THAN 6' ON CENTER. EVERY NINTH POST SMALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. - SC (L�) USC 3.25 L TP NO SCALE3.33 �VEHICULAR STREAM, CROSSING UTILITY STREAM z c�j - -- - -- - - I - — - - ._ _ _ TREE I�� - No Scale No Scale U n l DATE > 1. SET THE STAKES- 2. EXCAVATE A 4"e 4" TRENCH UPSLOPE r Ioxc ALONG THE LINE OF STAKES. � r a ti f G 5��1 £sr3fisr DRAWN BY 6' (PERSPECTIVE VIEW) _ '� • eat Ham OWN A, 11/1ABEE �pl°1 _ COARSE 1 ® 1NIY AG(3RE.GATE FLOW .m 4" J SHOVItAL rER i,!I � it � � i��' �� g �f,` MO, ..: " CHECKED BY 3. STAPLE FILTER iVIATERIAi TO STAKES AND 4. L,ACKFILL AND COMPACT THE ,� 'seA.�3r;='„>''• I, .__CLASS I RIPRAP � EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 1 Y y X t PaC. % % ARsvi ,T';` it jill NIA Ex • FLOW � - % - F� t 1 fci ND � . bu_, - _ s SHEET FLOW INSTALLATION 31 (PERSPECTIVE VIEW)MAX. j 3' .2'+n .Y. 6 �in�ii'i... FLOW �A;<_ � 5' _ � m - _.- _... q , I j#4 f i CSC' SIAg A ��- A���� i s" _TER, r3 ,.CL ,I � I , ... _ , . , ...... .W114,1111 113 �A }e3Ys i %e ie POINTS A SHOULD BE HIGHER THAN POINT P. MIN( � �1�z� 1a��} YL=4 � �� �� �� �1��5� � c��� a��� �� � C¢bnS£3a.dC 13iec.q€,1:€'. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) a 1a�' F tr r � r' 11rt,€ A � � �$ � � I a ' ' ' d' SF 3.05-2 (FRONT ELEVATION) ��� 1 fir. c Ajv;c kC1 S a. ca.ippi,. _ y SILT FEN'G (W10 WIRE SUPPORT) PAVED SH RACK - NOTE: INSTALL SILT FENCE BREAK AT LOW IN FENCE LINE W1, � �I®kale **COARSE AGGREGATE SHALL BE VOOT #3 OR #,57 STONE COMPACTED SOIL CWD TO HAVE VDOT uj Q STANDARD EC-2 MATTING ON UPHILL PCE 18" MIN. SIDE C�.02 W _ --_ _ _ FLOVnj PAVED CONSTRUCTION EST AC 7�I—ILpI_LI4ARWR L��oalaj �I——a10TABLE 3.32-D - - -. SITE SPECIFIC SEEDING MIXTURES FOR PI EDMONT AREA ERNST CONSERVATION SEEDS - I if 1% uj 4.5' Ian I N. RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 � 3.09 TOTAL LBS.PERACRE MINIMUM CARER RESIDEN CIA1 � 17� 20(� LBS. BOTANICAL NAME CO�a1I9�JlON NAME u � TEPOIRY DIVERSION DIKE KENTUCKY - �, KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 100 !° PRIG/LB U-i °3 No Scale IMPROVED PERENNIAL RYEGRASS 0-5% -1' - - - KENTUCKY BLUEGRASS 0-5% 30.00% FESTUCA R(JBRA CREEPING RED FESCUE 1.00 i. SET POSTS AND EXCAVATE A 4"X4°' 2. STAPLE MIRE FENCING TO 0 TRENCH lJPSLOPE ALOI d% THE LINE OF THE POSTS. GENERAL SLOPE {3:1 OR LESS Lu 20.00% LOLlCdM REREI' NE, PERENNIAL RYEGRASS, 1.35 POTS. 69 , _I KENTUCK)e 31 FESCUE 123 LDS. 'FASTBALL RGL' °FASTBALL RGL' IVAIX. RED TOP GRASS 2 LBS. (TURF TYPE) w a C) SEASONAL NURSE CROP 20 LBS. _ s d STEEPER THAN 3.1 150 LBS. 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAXX 1.20 LOCI S.11I J 1 / -MAINTENANCE SLOPE ( ) CLIMAX' L SEE SLOPE STABILIZATION SEED Iiill3 In FLOW I'll= IJ= III_III- ' 12.00% TRIFOLlllM i-- YBRIDUM AL SI E CLOVER 3.25 � U -u r 11 1 I_I i-_I �- 10.00% AGROSPS PERENNANS, AUTUMN BENTGRASS, 14.00 o ALBANY PINE BUSH f - ALBANY PINE BUSH uj b 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE NY ECOTYPE NY ECOTYPE THE WIRE FENCE USE SEASONAL NURSE CROP 14N ACCORDANCE WITH SEEING DATES AS STATED AND EXTEND IT INTO - XCAiI �TED SOIL. TED BELOW: 3.00% AGR(�SiIS AL �A REDTOP 3.00 THE TRENCH. FEBRUAR l 16TFI THROUGH APRIL.................................. ANNUALRYE MAY 1ST THROUGH AUGUST 15T-1............ - .............. FOXTAIL MILLET 100% MIX PRICE/LB BULK: 3.61 2" III i� j AUGUST 16TH THROUGHOCTOBER ............................... ANNUAL RYE -� ER NOVEM ER THROUGH FEBRUARY 15TH........................ WINTER RYE _ a SEEDING RATE: 40-60 LB PER ACRE /i I-IIIIII Ilf WOODLAND OPENINGS uj FL O°a�! i IIII IIi SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF =II I_III- III -III-' ffFARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL _III -III, - _ III_III THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR -1-III—I�� r 11=III-IIi- OTHER PERIODS, USE UNFIULLED SERICEA). IF FLATPEA IS USED IN LIEU - �- WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX Cu � OF CROWNVETC H, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIS DURING WARMER . FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF FILTER FABRIC ° - SEEDING PERIODS; ADD 10-20 LBS/ACRE IN MIXES. ry �f THE MISS WILL NOT, III-11I WIRE�II' JOB NO. ICI �IIILTIIIII = I Fllllll lli�ll= �.05-1 P� 3.32au 001 SHEET NO. � a SILT FENCE (WITH WIRE SUPPORT) �� ANENT SEEDING IX FOR PIEDMONT AREA SLOPE STABILIZATION SEE® MIX No Scale Nra Scale No Scale 3 � �I I - ___ - - � ,� / f � -1-11., - - _11-11,1- . ........ _____5, � __ ____,_l-____lll__ 11 , � , I ; '%, , 9 I \ ,( , � 11 01 I ____ L_ \ " 4� 1 1--_", "I 1/' . �I -- - - - -------- - 4 ------- __ I , � ; / I I - 11 , I "' -1-111 "', i IT-, i EROSION CONTROL LEGEND ,I I . I. , . - , - i " � - I I T . � � -1 "----"-----,-","�"----,,�,-",--"---,�--,----"�,-,-�---,--,"�,-�--,----",� -_- �-",-,-,�,--"",--,�.-",�,-",�--�-., . � ( � I / I? i / s , I I 't , I , A 1, I % '�l "I --""-----,",-,--�--,-,�-.��--",�,-",�.---,.,-.I I I X'�_lll I I I � 1� I I � 11 JION (7.36 AC) I " I � f �0 t I - - - - LIMITS OF CONSTRU(, I i -11 11 / t ,I il� ',I I , I -��--,-----,�l-.--,"�.�-"�-�--l"�,-",�--,--,-�--�--�-". � I 1, I I 11 \ T I " i I \ , 'I���,-�1-1l'-----."-",--",""��,� . .. ..... __ t / ? 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T, / / I T 1 7 � , I i I i � i \ , " , " (�� ,'�, // I -, 1__l_1_-l!____,__,__,_ " , , I \ , " , I I ", __i__l_____l_l__l I.---/- I " I " \ 11N.-I / i � 'I - I ,,, 11 ", 11 � � ,i'�,_ , �l I I � _ ____'ll_______. � I i , 1-1 _111--_ 6 I � /,-' I I \ 11-7 / " \ " 11 k \ I Tl, I , i \ ,I I .... � i ,, 11, \ ",'ll ", - 11 I \ I' I "I � � .............. � ... 11 ) I 11 /',`T,% �, I - 'v � ,� T, ,,, 'f\ -,," 1� � I , " ', I � " " * ...... - , __l , . � .- � I I . / / k \ \ .1 .11, I "I.- * PAVED CONSTRUCTION ENTRANCE 3.02 /, � -- I `� \ I I I " T, " 1%,11 I /I " -, 1, � \ -_-..-*..'.--_.-*:*_ -�.--_---.1_-.'_ , _-, , �l __�/ - ,I "� 1, 11 T, - I '11� 1� 1 "I I -,,, ,,fT, , , It, I , k I \ II � .1 I I ,'I I / I 1-1 � L-�=--.: : .... . ,I. 111-1- 11 " I I , " I , t, - I I I A __ - ____,__l___ _____ `�___ � I , , � I ,7 11 , ( - I /' ,� -11, \ ll� I, / I / / , � ) I� 'r . 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I I , I I I "`f_-1 "� "I, ,� "I 11 1 / �� �l � � \ '11, 11 I 1-1 . � " "" �� / / " I I 11 I � I /, "" \ � -1 I I --_, � ,,, " I � I e . / z I,--- I D3 117,415-6961 \ I � 1, I'll " �_ " I I I � ,,a �- - - f T/ /I /I "/" -` , ; _11-4111 �� / / / , "I -11, k , - ,, I XX 1, rl- i � , � 1, �l � i SUPER SILT FENCE 3�05 i I I � I ,,, x � ,_1 � 'I- - I - _1 � / / / "I 11 . , - " lll� I 11111-1 I - I 'I- � T - - I , I - I / ', �� i � Tj -r- i I , "I I , e I / .1-9 � IlIv :1 I '.. I / 11 / � \_ I , �)_, li, -_ ,-I - _ - I— "I 11 "' _ / I / I /11 \ ll�_I_l , 11 - "". _,ITIT I , _11 1 Il. _', -1 " I I , , _ " , / / � I -- ", I,/ ..�,_, i", - _� ,� - 11-1, / " - � I 11 I,' �l _ - _ - -_ - I" I " / ,: , � "I �, Jil % 1, _ -11, " -- '11, ,,/ ,_ " - 11 I'll I - ' " I 0, _ rl:� I " \ , t I I � _1 "I , - `114� ,I - .�_l - - -, 1 j / , " , , _�, ��', " �,�,�� ? " --,�,-,�,-- - - j ', 1� -,--. I-> - - "I , , I I ,� 11 If ", I � - "I / 11 � ! I J 11 I -- - - __, , 1, ,�, I " "I - I - I _ .- - - I - " .,�;T��!T';", , �, I I , - -- __ 1, -_ - _11 � , -�,�, I / � 1� � I , _ `5�'____li,,,,,__ , - �l I It - , _ - " / top INLET PROTECTION 3.07 / / �,,��,rl,,��, I-, � "", - / I 1, r1l, I - 11 - ___ll "I "I - �, I -_ "', __ __ 11-11 11 - 0 �� I ' /I �, 1� 11"41" " 1� t , .. -- - 1, - - � I "el� � ,-<��,' :,��� �� , " � " �l I - - / - �.�., �, � ,, - I 11 "I, I �, / ,iT - _ - L_ , ) / ,,, "I'll" -'r " " "I, T, .. .... ,� - -, _ -11 - It /,----\ 11 'i�:����"',���,�,�,�,���:�,�,,��,,,,�,,�� I , , -1 ",", - -1 / if -11 ,I I I -, ` , ,_ 11 __ __ . ... ... ���, , __ " -, , - - Yll_�_ ", / / - -, /11�_" - _�� - ___, , " ," _�l ,,, 1, - ,� " ,� -11 I - - __, - -- � - - - ,� '1� CLEAN W / if /,�),�:��`;, , ,�-,,�,�,,��� , 11 - I � - ", I - - 1� I / , - -- , �, , - _� - -- - - 1-1 -- -, - - -TER DIVERSION 3.09 " �,`;����` ,-,, - " I �l - � "" -,-I , 00 "�:��Y,�:, ,��,� / 1, ) 1 i / , - - 11-i ITT; , I - I , _ - 1-11 `%", , - , I `)�_:_/ ,` - � -_ - 1- � - _11 I �','���, _;,, I �- , �,r - \ I , 11 I ! ,I / �- ", I/ - ,,""T,,� ...... � 1� (C A -,-- I / ,!D) - "(1-, __ 11 . 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KOTARSKI SCALE ?'J=50' k- m F U.m 0 0- U co 0-3 lu fN Z L CZn �3 q 0 Go __j LU 0 r u (t� LU 0 y LU my k 'TE�/2o1'W�l BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE ] " 11=50, ML lkj c P LUa o UJ 2 i ID `e ro c= ULIJ 9 fl3 6 r W (23® 0 p co �U �� wi b LU LL- JOB NO.ch � .® q 118 64, 001 cu r� SHEET NO. (X.3 2 C r 1 LL LI IL L —ui C C) Ln ® r4 co —A C) Lu 1-0 �— ;- vl I�s: U (n!u m �w On I CHECKED BY C. KOTARSKI SCALE c� CJ 4) uid 2 ty LQ s teS d Q3 UJ LU tb C U o LLJ LjIS n s 0 ly � � ,' cv W e cucz r n0 Ln x LU n� �v v� �Z a_ �a JOB NO. 64� 00 �r SHEET INO. C43 3 On MOTE: 1. FOR MANHOLES TO BE CONSTRUCTED IN FILL, CONTRACTOR SMALL PLACE FILL UNDER SAS. CIi/H AT 95% COMPACTION & EMBANKMENT IMMATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN I SUCCESSIVE UNIFORM LAVERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL 'EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN] AN 8'x3' C.C. COMPACTED 21A AREA CENTERED ON TIME MH(C). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN ®'x®` O.C. 21A STONE BASE IN INSTALLED BETWEEN THE EXISTING GROUND AND TIME PROPOSED CAN. MH BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE ACCA WITH COMPACTION RESULTS PRIOR TO SEWER ACCEPTANCE 2. 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