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WPO201800073 Plan - VSMP WPO VSMP 2019-08-30
LEWIS AND CLARK DRIVE ROAD 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@TlMMONS.COM SITE AREA: 455.85 ACRES LIMITS OF DISTURBANCE: 14.65 ACRES ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22502 (434)296-6942 DATE OF SURVEY: OCTOBER 30, 2017 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: ROAD IN ACCORDANCE WITH COUNTY MASTER PLAN WETLAND IMPACTS: AS SHOWN WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEETS C2.0 AND C5.0. THERE IS NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. STORMWATER MANAGEMENT: PER THE DOCUMENT "STORMWATER MANAGEMENT/ BMP ANALYSIS AND FLOODPLAIN STUDY FOR THE UVA RESEARCH PARK AT NORTHFORK" BY DEWBERRY & DAVIS, OCTOBER 1997 THE RESEARCH PARK HAS BEEN MASTER PLANNED FOR STORMWATER MANAGEMENT FOR THE FUTURE BUILD -OUT OF THE RESEARCH PARK. THE MAJORITY OF THIS ROAD PROJECT DRAINS TO THE LARGE WETPOND TO THE EAST THAT WAS DESIGNED AND CONSTRUCTED TO HANDLE QUANTITY AND QUALITY FOR THE FUTURE BUILD -OUT OF THE RESEARCH PARK INCLUDING THIS ROAD CONNECTION. THIS POND IS REFERRED TO AS POND 1 ON SDP199800043 APPROVED SITE PLAN AND AS-BUILTS. SEE CALCULATIONS BOOK FOR FULL NARRATIVE, CN COMPARISON CALCULATIONS AND EXHIBITS. WETLAND PERMIT INFORMATION: A. VWP PERMIT NUMBERS WP3-18-2016, 17-SPGP-01 B. APPROVED PERMANENT IMPACT TOTALS: - APPROXIMATELY 712 LINEAR FEET OF STREAM CHANNEL - 0.24 ACRE OF PALUSTRINE FORESTED (PFO) WETLAND, AND 0.21 ACRE OF STREAM CHANNEL. C. CONTACT INFO: ERIC MILLARD (540) 574-7813 ERIC.MILLARD@DEQ.VIRGINIA.GOV D. DEQ VWP EXPIRATION: 5/31/2022 NOTE: UVAF 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) VSMP PLAN WP0201800073 COUNTY OF ALBEMARLE, VIRGINIA 08/26/2019 VICINITY MAP 1"= 2000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, 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 Sheet List Table Sheet Number Sheet Title C0.0 COVER Co.1 OVERALL PLAN C1.0 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.3 EROSION AND SEDIMENT CONTROL PHASE I C3.4 EROSION AND SEDIMENT CONTROL PHASE I C3.5 EROSION AND SEDIMENT CONTROL PHASE 11 C3.6 EROSION AND SEDIMENT CONTROL PHASE II C4.0 LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 LAYOUT PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C5.3 GRADING AND DRAINAGE PLAN C10.0 I MITIGATION PLAN APPROVED hr fine Albemarle County Da Dev, lopcnept Department WIM1.0 WATERS OF THE U.S IMPACTS MAP WIM2.0 WATERS OF THE U.S IMPACTS MAP WIM3.0 WATERS OF THE U.S IMPACTS MAP TOTAL # OF SHEETS = id 25 U CRAIGW J. KOTARSKI Lie. No. 0402048507 rZl. 8/26/19 M E C) N O N � C Q O > E E j Y Q a o 3 U.w O c" IY t M Q J U W -� a> oN C7W N� Z F - =x LL 0a Z3 a. _ Cc: N = U > � F- Ln N � M CL � OD J tD F- O U O F- 0 LU W U a z O U) O (A z 0 I = Z W Z U) U) U) W U O F- zzzz< F- F- F- w w w w (f) b- U U 0 0 0 0ct� (7) UUUUa w O cl� cl�a!oc z Z w a w a w o- w o- Q 0 0 0 0 02: W Lf) - W U-) . W (f)U)cl� t w w w w w w w F- Q LU C2 C2 2 w w 00 rn 0')M C ��0 0� w 0 o 0 F- N N N N Lnop - � N N 1 N M lD 00 Go DATE 812612019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE N.A. ti V / z W N U 0 Xw L w 0 a 0 Q T C 0 0 Q > cu r W r z W O = U > o w Q a U Lu o m 2� J Q Q z n/ N o o g Q c �o :Q) C: � N d U c U o= cq 3 Q Z o� �x o� r = Q� o .3 ' ^ > V 1 C Y N N X C U L U `� c N U �o E-0 L)_ U CU C U JOB NO. 0 c N- � U 11864.002 m c C U SHEET NO. 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REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL ILAR FILL AS ROVED BY ACSA NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.TIHE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NIO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BIELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W--2 FOR ALL BENDS SECTION 1-1 z 1- PLUG ems T1 FOR TEE OR WIDEN TRENC ACCOMMODAl ANCHOR IF REQUIRED. BEDDING AS REQUIR ED D Q SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" &c 6 45 2 00 2.25 2. 60 0.15 2.00 2.25 2.50 0,15 22 i /2 1.50 2.00 2.52 0.10 11 1 /4 1 1.50 2.00 2.50 0,10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2,69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 z Z to N WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT -d TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE -� /` ' Q G 4 • j d .. NDJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 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 -OUTS ALL UNDERGO - H DE O 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. 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 CONSTRIUCTION 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 BASTE 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 INI 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 Al 17.1-03. 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 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3A 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 GEOTECHN ICAL 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 R BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT MENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 4. REFERENCE WP0201800073 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 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 7:00ANA TO 9:OOPM. 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 KENTUiCKY 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 EROSEON CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. REFERENCE WP0201800073 Albemarle County Public Road Acceptance Procedure The processing and inspection of public roads is administered by VDOT. The County is not involved in this process until the road is ready for acceptance. When the road is ready for acceptance, provide the following items to the County. 1. Inspection Request and fee A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if smaller phases or individual roads are recommended for acceptance. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and the Clerk's office. should be c recorded documents from tl Cle right-of-way plats. Pats s uld copies of the actual cat An as -built plan prepared in accordance Nvith the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. that the Board of �s ' sent directly � t he county n A -4 3 from VDOT when VDOT requests Formally, this +s sen ct y o t c i }y on a M 'a � D it is usually about six Supervisors pass a resolution of acceptance. After the resolution of acceptance +. sent to VDOT, , y weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. if the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. Even if a bond release is not requested, an inspection from the County is required for any County items, such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not maintain. This final inspection by the County must be performed before the road can be recommended to r releases bond releases 0 partial c resolution ti of public acceptance. tance. Count be n the Board of Supervisors for a t solu on u a 1 �) } p p y will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the following items are required to be submitted for bond releases to be considered: 4. Signed and sealed letter from a professiional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, Nvith explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of i t culverts, inlets, or re-altl,nments of pipes or grades, this should be verifiedby revised computat o n: s a td attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staffwill not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release ofa- bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before silnting the ce+lification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all constniction conforms to approved plans and any discrepancies have been approved by the County. This means the as - built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. Revised 7/26!2012 r ' U Cf'AT(3.VfT ,s. IKOTARSKI > Lic: No. 0402048507 M E 0 N O N > E w 6.9 U. U. o w O ra a JUOMR W_j -Ln a > o N N 'x ���U_ o Q � j. LOX [ZN = U > tD Ln Q C L6 rn O N U) M o_ ;t 00 J LIJ I'D H Ui 01 0 0 (D U 0 U > w_ U Q z 0 > ce 0 U r z O d U UJ U 0 z O H U] > U z U (n Ov Q w U Q O U U a 0z U Q 0 � tt� re U w Q 0 U V) H w af 00 rn rn rn U 0 0 0 0 F- N N N N � tnoo�k.D N N N � (n ID coo DATE 812612019 DRAWN BY A. MABEE DESIGNED BY J, SHOWALTER CHECKED BY C, KOTARSKI SCALE N.A. O (H� V / W X w O F� Q W W z [� 1- 4 Ov w '7` J Q E LU ca W Q L� Q Z V H W JOB NO. 41864.002 SHEET NO. 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"r "_ — \ } t" / / r ' r R R \ \ \ \ \ \ t i , �✓,,. r •,'�\' \\ �.\ i „ LOT68, BLOCK \ i� \ p f t J t '• , ✓ { � *f / (J f iy'�+,�� -,�,'�•" "� �/ "✓ % �' r (' E3i ✓ i_gS.. LA 8AIRPOR �! AC xE CLOVERS �I� \ R.1 R i ! SR t R i 1 `;; '� t t t t ` ,. r s- f ". .. _ ;� >�`.\\ "� \�`r. ,,."✓'^ ` '" ,.,r..--�''-'~� + ,. } f f,,t✓ � (1 r t �� g;.a' � - ✓ w \ \ \ -s� /, r r � � � � � t � t � t t ` ; � R _._ � w °� \ �.� �;� \ � 3B3 21. All >'C?f�I L J' MANDp -., . r / r • �" ,;�' ( t � ' o ° _.. �.. \ `� \ J .s ✓ ..�-- 5� � `, i R � ,_`' \ \�a tt t t � � � PEAT ACRE, _ , \ 5 T�E$Jf f ,.., \ p }-_ " . ` \ \ r ♦ 1#� f # `/ / € } } `! OE i EtT i D8 379.421 � „ \ J 7i��fl� 2 �e2 t x {\ � \ � 1 ! ! } '+ `*t �.,/ PL> '` P' "` \ �' ! l \ + s jV / r _ y t ! 1 ! l t Y �" J 1 PLAT RR�RRIR\., e • tC h\•\\ ;t J •` \ R "" f! "' �• < R \ y t t t t �` RtR''Ry\� ,,,� �„ •, \ `,. , \ \ 1,i i} t " r a # F i w 1 i t 1 ! ✓ y t R\ y\ t . 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No. 0402048307 �,•rQ� 8l26/19 M E O O � v 1714 N E Lue E _ — a Lu Q H c 3 U. oL or, W O ro ,- Q J U 00 rl J W r,y rn C7W N'i �x un N N U > Ln Q r_Lri o, O41 N � M a� W J %D F- z O fl r2 U cn w z O (n iLu Z i.0 � O ~a w U Q 0 � Ow U a Lu z ,..„ a- Q 02: w Lu Wa w 00 G) � � LuO N N N NO N 0 00 L(i CX5 Ni M �,D 00 DATE 812612019 DRAWN BY A. MABEE DESIGNED BY 1^ SHOWALTER CHECKED BY C. KOTARSKI , SCALE 1 = 1501 z 0 p"'q z uj X uj 0 0 z I..L. 0 Q � I --I Lu z o > z z F--�I ° 0 W U J rrnn Q � V W IZ-� m J o Q F-1 W _! U z V / W J JOB NO. 1864.002 SHEET NO. C2.0 LEGEND: v V\\\ Nk i 111 r j, .... I. .... A,Tr, Z� k T71 MP8f ®` .t.EAF LAlVq TRU,T j 7. ✓ AA V1745♦ • f I ,PRCE19 f ) I ll VERSITY OF VIRGINIA I /f ... . .. ........ N 71 , 2 lf \w\ 0 7 aju L4 I V. M \�� - t 1 t 1 } t t t c1 \ l w« .s ✓ , _ - `* t \ \ 1 i tlt\ \ \\ !� \ \ t \ r . '\ ` .. ! f / f f ?,.! f f1 �:Sv } t t q w ra E C2n a I W I flfl -PRESEIRVIED %A,i Q N" I j 1.,� _-StGP A\ TVZ FF7r GP 4 1 Jill// AN v —,570, k ! MAP�OF,! 14 •U" / A riN " ,V• i1o�I Tj v • ' V E TCm EXMT�SG /PATH)kNO1. 4- iREPLAPE P5ffP_LAf4-_ kouw�CrTUN - ' - HEET04.VA26214n2� IN I \ \ , - A \ 4 -1 N \ $ I mo�l N fe�4 T v v _N1 N i'N.fA N x FA PRO V T?EORF� * ti WL �~GQD WE ♦� � \ TER FOR p I- N", I P_' kv a 11 W- $TEEk SLU lum) 2% w -A Mm 'V 4c 8 CLOVER,S TMP32,4-1-8. AIRPORT LOT8A, ACRES B1. OCK B CL 0 VER'S AIRPORT ACRES )B 3 7,942 1, PLAT 1AIlt TAMP.32A-1 L07'6B, BLOCK B CLOVER'S gy AIRPORT ACRES DB 379-421, PLAT 17/7 REMOVE CONCRETE REMOVE ASPHALT ASPHALT TO BE MILLED AND OVERLAYED AREA OF TREE CLEARING SAWCUT N N N k yk `�61L-A N_ 400,• 09WPI A K4 r 5roo J 7 N JOEN��E % '\ V 7)WP q2�20 f f TH60k BVW1F kq- V 'y v, N T411--Z W 32,- - I 0 M 71A s -Q'1q3,opoF N, V Xv ljx 7, A \xX iff w 52�9 DE L V N, \NR 4 r r 11 lll71 fit owl P x' Itl Z f -m 300' CRAJOW 1. XOTARSKI Lio. No. 0402048507 k4� "/ -6/1'q 4� 'V1012VA'V, -5�6 ) 00 0) cy) Cy) 0) LU C) (0 ' CD rq C) < 00 Lr) CO N uj DATE 812612019 DRAWN BY A. MABEE DESIGNED B J. SHOWALTER CHECKED BY C KOTARSKI SCALE 1 " = 150' JOB NO. 1864.002 SHEET NO. C2.1 5 L) =0 0 2 0. 2 z cf) a) 0 2 2 02 c co E a (D 0 0 L9 Z 5 2 �X C) 0 > X (D .0 0 rf) V, Jii5............ . ............... .......... ............. .. .. . ......... . ..... ....... . .... .... ....... . > !,y y wr. • .......... . ......... ............. ........... Y . .. ... j . ............. ...... . Ai lZa .................... ......... v", 6";,.14 A, t- 'x, 3 0 D 2 0 244 r. . ? ...... ..... ...... Y. T' TV. j lo U CRATG W 1. X-OTA-16 KI > Lic. No. 04020,185011 - z w 0 U-) U < W U') U < 0 q� u W a - cc, z w 1 a- < Q 2: LU (10 w > w C) w (f) �2,- a) (a) (7) (J) r-i T-1 —4 LLJ CD CD 0 —1 C) C:) N -- Lr) 00 lo (1) ID Co -00— DATE 812612019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1" = 150' 0 > u.j > 00 U �-q ui J C) 0. LU co i < LLJ u C) ui I 30B NO. 1864.002 SHEET NO. C2.2 EROSION AND SEDIMENT CONTROL NARRA MINIMUM STANDARDS: GENERAL EROSION AND SEDIMENT CONTROL NOTES: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW ROAD AND ASSOCIATED UTILITIES AND SITE WORK. LIMITS OF DISTURBANCE IS 14.65 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 THE SITE IS CURRENTLY MOSTLY WOODED WITH SLOPED TERRAIN AND STREAMS THAT FEED INTO A WETPOND. PERMITTING THE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUAL PERMIT, VRMC GENERAL PERMIT, OR US ACE NATIONWIDE PERMIT (WETLAND IMPACTS) ETC. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION. CRITICAL EROSION AREAS CULVERT INSTALLATION IN EXISTING STREAM AND WETLAND AREAS ARE CRITICAL EROSION AREAS. CONTRACTOR TO 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 VESCH AND 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 VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS THE DISTURBED AREA DRAINS TO A LARGE WETPOND THAT WAS DESIGNED TO HANDLE QUANTITY AND QUALITY FOR THE FULL BUILD OUT OF THE RESEARCH PARK. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION 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. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L 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 - 3.07 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. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES SHALL BE PLACED AT ALL OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAMS SHALL BE CONSTRUCTED ACROSS ALL SWALES OR DRAINAGE DITCHES. 8. 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) - 3.30 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 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS; APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 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. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMIMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. 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. & 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, 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 SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. 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. INSTALL CULVERT INLET PROTECTION, INLET PROTECTION, CHECK DAMS AND CONSTRUCTION ENTRANCES, 3. ON SOUTH SIDE OF SITE: 3.1. INSTALL CULVERT #3 THEN INSTALL CLEAN WATER DIVERSION TO CULVERT #3. 3.2. INSTALL SILT FENCE AND REMAINING CLEAN WATER DIVERSIONS. 3.3. INSTALL SEDIMENT TRAPS 1 AND 2 AND THEN INSTALL DIVERSION DIKES TO TRAP. 4. ON NORTH SIDE OF SITE INSTALL SILT FENCE SEDIMENT TRAP #3 AND THEN INSTALL DIVISIOIN DIKES TO TRAPS. 5. INSTALL SILT FENCE, CULVERTS. 6. FILL AROUND AND OVER CULVERTS MAINTAINING FILL DIVERSION TO TEMPORARY SLOPE DRAINS PROTECTED WITH CULVERT INLET PROTECTION. 7. AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 8. ROUGH GRADE PROJECT AREA. 9. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ONCE FUTURE LANES TO THE EAST OF SEDIMENT TRAP 1 HAS BEEN STABILIZED OR GRADED TO DRAIN TO TO PIPE AN INLET SYSTEM WITH INLET PROTECTION SEDIMENT INSTALL PHASE 2 SILT FENCE DOWN HILL FROM SEDIMENT TRAP 1 AND REMOVE SEDIMENT TRAP 1. 4. ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR REMOVE THE SEDIMENT TRAPS. 5. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 6. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 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. 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. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. 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. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY 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 SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. 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 SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA 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 SHALL BE 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 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 STORMWATER 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-13. 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 NONERODIBLE MIATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION 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 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 MINIIMIZE 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 SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING 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 BEE 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-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE 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 RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 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-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 SUPPLEMENTARY 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 DURING LAND -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 CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 2D - ALBEMARLE FINE SANDY LOAM, 15 TO 25 PERCENT SLOPES, 25 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: C 3C - ALBEMARLE VERY STONY FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 35 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C 4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELIL DRAINED, HYDROLOGIC GROUP: B 27D - ELIOAK LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 29D - FAUQUIER SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C 34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, VIVELL DRAINED, HYDROLOGIC GROUP: B 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, VNELL DRAINED, HYDROLOGIC GROUP: B 36C - HAYESVILLE LOAM, 15 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 60 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, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47D - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47E - LOUISBURG SANDY LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 54C- MAYODAN LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 80 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A 88 - UDORTHENTS, LOAMY, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 1 :`YF7 U CRAIGW 1. KO"I'A RS € T Lic. No. 0402048507 i� m E 0 0 v N � N � >E w °� E _ 4-1 ui LU OCOLM �_j U00 J a p N z � M � O X� 4 U) = N N >Ln F- ¢ c Lri rn N � M CO J o w %D vi 0 U 0 F- 0 w W_ U z 0 V) 0 z 0 a U w 0 z 0 V) w z w U) O z Q w U C) � C)w U a �z w a ¢ C) 2: w c� w Q LLI 00rnm oCDCD14 ���� m w {- N N N N CD N C) N '� N N cn io co 00 DATE 812612019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N/A z 0 W W r) X 0 W 2! Q ® U) LLJ 0 0 � z Q J �> 0 Wzr� F-� u 77 W 0 U Lu LLJ J 0 J W V ® Z Q Q 0 V1 H 0 I� LL! W J JOB NO. 1864.002 SHEET NO. C3.0 _ �p�®•®�� o COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTINGs 0�'dT.;'. ❑❑ ® oil MATTING ON UPHILL 18" MIN. I S{DEji INSTALLATION �;;..s` {y ❑❑❑e ■>•■ p��� FLOW _ _ ' _ SOIL STABILIZATION MATTING SHALL ; n` : -� �, � �cl �"�r u �c COUNTY OF ALBEMARLE _ _ _ _ _ I�I�I�I�I� IIII) IIIII I I Fil JllLI I I I I I (I BE USED IN CONJUNCTION WITH RIPRAP AT OUTLET END OF PIPE ! t� r. 1 - � " �. Department of Community Development11111 Will 110111111 � oRATo���: ;p. Itfl-I',ATtS:�[ -�, for VSMP - 4.5' MIN. Lie, i'*trs. 0>�020�18507 Construction Record Drawings (As -built) The following is a list of information required on construction record drawings for YONAL ' TEMPORARY DIVERSION DIKE stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the PERSPECTIVE VIEW / No Scale construction record drawing be prepared by someone other than the designer. Please do not - provide design drawings cis construction record drawings.;` - • , = ?' 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE .\� - \ ` o 0 Cn u N A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. o - = -� ALONG THE LINE OF STAKES. 6, r� =- - ;- ENTRENCH _ EDGES of -�_ / MATERIAL 6" If --__ / c > E > E w �; E U) C. The constructed location of all items associated with each facility, and the inspection records to verify o asaic(#acA-: : #vino J -� _ _ Ull III- -I� w ~ v °' 3 z W i T i i cl r 1' i he f llowin ro er dimensions materials and installat on. he tems n ude, but a e not tm ted tot o p p g 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains• �+Era'�rlt " ` "yA %-` / FLOW CHECK SLOTS TO BE - ��-I I I I� 5, CONSTRUCTED AS PER ¢ W o o o 2. Video Pipe Inspection for any pipes which are not accessible or viewable. II II WIRE I 4" MANFACTURERS 1 -2 ¢ W 6 0 (n (n U) U) O FABRIC "' RECOMMENDATIONS. a J -Lri z O I- I- F- F- 3. Updated Location with geo-coordinates of all facilities. Verified Drains Area for drains for drama taClhtleS. i LINE POST I GROUND LINE CONVENtIONAL •:' 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THIE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. = j o °' of N N ~" a W W W W U 4. a ma s the e area treated, and e to the g P' g g �p 6' i�l i i -I {-- :1. :' �' W ,� Q 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey METAL (T) OR MAX. s' MIN. MAX. (U)POSTS BRACw�CONCRETE FOOTING TRANSVERSE CLOSED N M o 0 0 0 of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required SAF PERSPECTIVE VIEW PERSPECTIVE VIEW 3.10 j CHECK SLOT FLOW _ o cn a �; �- w � � a ce a for alterations from the design. 6. Plants location and t e. ' yP 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the PLASTIC FENCE METAL FENCE - / - �/ IP! IP! �` �%` ' FLOW 6=;8" UPSTREAM AND {�V---2-�" �L DOWNSTREAM o a U _ ,_ ; U> w a `r' "' O - Cn a p W `n a p w a D W `n a- o� w Q SAFETY FENCE a installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), I = Ip LOW - TERMINAL o N 0 > '-' > '-' > �--+ > ''-' > W F- No Scale inlet and outlet protection, alignment and invert elevations compared to design. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) '� w w w w w Q 8. Computations: For signific�nnt deviations from design, provide sealed computations verifying that -, GRAVEL CURB INLET SEDIMENT FILTER 3' j" co _j CD LU o the as -built condition is equivalent or better than design. _____,--`J- ��---!_"�J I FLOW I MAX. ko w (� 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical A B A ��\ � � °� LU sections and linings.Ui 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage ----- TRANSVERSE � � �p Must be within platted easements. Provide copies of recorded documents. \ III OPEN CHECK 1 1. ar rail fen s or other fet rovisions - Dis la the constructed location of all safet Gu d ce a y y F p y fences, including the type, length and applied end treatments, compared to \�� POINTS A SHOULD BE HIGHER THAN POINT B. sl_oT � O provisions; guardrail, design, / r DRAINAGEWAY INSTALLATION 12. Material layers - biofilter rrnedia, stone layers, sand layers, keyways and cores must be verified as to / SF (FRONT ELEVATION) BM 3.36-4 0 co � M -4 > W 0 O O material types and depths. Inlclude inspection reports, boring or test pit reports and materials 12" I� I- Q N N N O N O N SILT FENCE (W/O WIRE SUPPORT) certifications. Biofilter media must be an approved state mix. GRAVEL FILTER SOIL STABILIZATION BLANKET TREATMENT-2 U o _I N Go N No Scale 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. RUNOFF WATER -� WIRE MESH z r'1 k.o � 00 No Scale 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO 14. Compaction reports are required to verify fill compaction in dams. FILTERED WATER - . . _. . p DATE 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. ^ >" ° ` Q" ' TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) > t n - I lyAX INSTALLATION CRITERIA °C � 812612019 II Q• o, a. = .4 jf /- I , f j I NOTES APPROXIMATELY 200 DRAWN BY SEDIMENT 11II o .-- .�; ° CONCRETE _ - � s I - l 1 III �� Ill / / _ �_ � - II= STAPLES REQUIRED PER ANCHOR 100 SQ. YDS. OF MATERIAL SLOT A. MABEE GUIfTER 12 CURB INLET ' __ 1111=1 _=III -II -IIIII III-1 FLOW - I I; I I I_I I � ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE DESIGNED BY J. SHO WAL TER GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 4" BURIED 6" TO 12". CHECKED BY C. KOTARSKI SPECIFIC APPLICATION: THIS METHOID OF INLET PROTECTION IS APPLICABLE AT O CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO O IP CAUSE INCONVENIENCE OR DAMAGE: TO ADJACENT STRUCTURES AND 3.07- 6 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. 12" MAX. 4:1 OR FLATTER JUNCTION 6" MAX. STEEPER THAN 4:1_ i SLOT Ak UNPROTECTED AREAS. EDGE AND END JOINTS SCALE CHECK SLOT TO BE SNUGLY ABUTTED i t I I I I I I I I STORMWATER INLET PROTECTION - I - - _ ;� - q^" / TERMINAL FOLD ' I I (JUTE MESH WILL HAVE N/A No Scale -•_ - "III - �/-�_ = AK STAPLED LAP JOINT IN I LAP JOINT 2" MIN. (JUTE I I I I I LIEU OF EDGE JOINT) MESH ONLY) 2 X 4" WOOD F, l� : i F l; If ll_E1 F'I EI : TII_i( I DROP INLET WITHar FRAME GRATE =111111' FLOW �_ °-Ir =1111111 I �II 111=1' TAMP FIRMLY ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' I 9 --- MAX. STEEPER THAN 4:1 i I FRAME 1.5' p -�� t EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. `" MAX. - --�� FILTER FABRIC _ N I I I I I CHECK SLOT I I I I I I 3' T 1 WIRE=I MIN. GATHER I I-IiI III=III-III _ I I -III -III= _ _ SSF I I I-III=1 I- TAMP 1" TO 2" I I CHECK SLOT EXCESS U - ' �-'_� AT CORNERS ' ". --III=1 I 3.05-1 -IiI-I i ri i,-. FIRMLY I I I I I I I I i t -�- - Z � t•- VAR.-- i VAR. --I 2" ao }-- W Q SILT FENCE (WITH WIRE SUPPORT) f I I � f E. I I I E `�' I E Vti"-, O O `' STAKE FABRIC - I I 1' No Scale F" I- _ - STAPLE FORMED FROM NO. 11 STEEL WIRE. CHECK SLOTS AT MIN. 50' C-C 8' STAPLE MIN . LENGTH FOR SANDY SOIL. INTERVALS, NOT N BLA WITH 6" STAPLE MIN.ALL COMBINATION BLANKETS LENGTH FOR OTHER SOIL. 'X` Uj Q Z � TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZ'ATION SHALLOW BLANKET) SLOPE .__ - II '� i1111 = MIN. III _ "E ON SHALLOW SLOPES, STRIPS NETTING JUNCTION SLOT .. TAMP FIRMLY TERMINAL FOLD C) ( v 1 W PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. 12 --►I TAMP FIRMLY i - 4 �I I� Z O E I - - FLE'�r�T{I_1f V I->F _, al E LI E�F� EIS �;f 1Ef 1 I -" i� ,f 1 WHERE THERE IS A BERM AT THE BERM TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND 2 `- O 2" 0 j z -j SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS L(NOT EXCEEDING 1 C.F.S.) ARE IP TYPICAL. THE METHOD SHALL NOT APP TO NLETS RECEIVING STEEP ANCHOR IT BEHIND THE BERM. SLOPE -� ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION BM 3.36-2 z 0 - 3.07 1 O O SOIL STABILIZATIO B - N LANKET TREATMENT 1 CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. OF FLOW AND ANCHOR SECURELY. �� O STORM DRAIN INLET PROTECTION BRING MATERIAL DOWN TO No Scale A LEVEL AREA BEFORE 4'� = " TERMINATING THE -'_ Q I- No Scale A 70' MIN. 5:1 f EXISTING 3' / PAVEMENT - A - FILTER 6" M ' A MOUNTABLE BERM CLOTH INSTALLATION. TURN THE '.'.. ` " : .._.;.:: 12 DITCH FLOW END UNDER 4" AND STAPLE AT 12" INTERVALS. " IN DITCHES, APPLY PROTECTIVE COVERING A 3do(MIN.) do Lu ` , C0 �( Q Z W H (OPTIONAL) = PARALLEL TO THE DIRECTION OF FLOW. EXISTING GROUND SIDE ELEVATION USE CHECK SLOTS AS REQUIRED. AVOID PIPE OUTLET TO WELL � W 70' MIN. WASHRACK 10' MIN. B OPTIONAL JOINING MATERIAL IN THE CENTER OF THE BM DITCH IF AT ALL POSSIBLE. CiE) DEFINED CHANNEL PLAN VIEW 1I EXISTING La /�'� SOIL STABILIZATION BLANKET (TREATMENT-1) 12'MIN.MIIN. PAVEMENT u VDOT #1 COARSE AGGREGATE B I POSITIVE yy t 1U' MIN. MUST EXTEND FULL WIDTH OF DRAINAGE TO LL INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE 0 % -- No Scale SECTION A -A PLAN VIEW FILTER KEY IN 6"-9"; RECOMMENDED FOR CLOTH ENTIRE PERIMETER (� U J ------------ -.................................12' MIN........... 3" MIN. NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR �'�'� ,.�/ ry W ._.... -...... 3" MIN. CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES FILTER CLOTH 3.18-3 AND 3.18-4. SECTION A -A CP 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 3 18 INCHES. Uj 6'_7" J ,.•`t.; . I,, :. OUTLET PROTECTION No Scale REINFORCED CONCRETE DRAIN SPACE 3.02 SSECTION B-B JOB NO. 41864.002 ���NE CONSTRUCTION ENTRANCE SHEET NO. C3.1 0 u� 00 "z �o s2E o E° t6 C a- U� Z cO m G Q o I- o 0 0 0 n. 2 '§ 0-0) >� N m U = o a� � g � a U U a� E 'v co U co o � U o 0 y o CCU �2 ca N ° � U t6 ° U) a� � E (PERSPECTIVE VIEW) \P 91 NOTE: INSTALL SILT FENCE BREAK AT LOW IN FENCE LINE **COARSE AGGREGATE SHALL BE VDOT #3 OR #57 STONE SILT FENCE BREAK No Scale FENCE SILT FENCE CULVERT INLET PROTECTION * DISTANCE IS `—FLOW 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW - "OPTIONAL STONE COMBINATION 1.0' 1.5' EARTHEN DIKE PROVIDE CORRUGATED METAL (COMPACTED) INLET EXTENSION COLLAR PROTECTION �] WATERPROOF A t/ SEAL 24:1 D D+6" A II PROVIDE OUTLET PROTECTION STANDARD FLARED END SECTION N' II _ �Ih SECTION VIEW NOTE: SEDIMENT MA`r' BE CONTROELED AT OU FILET IF UPLAND PONDING WIC I CREATE PROBLEMS EARTHEN DIYE" (COMPACTED **VDOT #3, #357, #5, #56 OR #57 COARSE -�— CLASS I AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP ` II `` HORSESHOE " WHEN HIGH VELOCITY OF FLOW —I I,II I 1111111� I IIII�II IIII— CIP IS EXPECTED 3.08-1 TSD SEC TI( P•1 A - A II CED CULVERT INLET PROTECTION TEMPORARY SLOPE DRAIN No Scale No Scale DIVERSION CHANNEL CROSSING FLOW FORMER LOCATION iI 11OF FLOW BARRIER (lI 4 SILT FENCE J// 'SEE PLATE. 3.25-2 FOR CROSS-SECTION (( A -A VEHICULAR STREAM "4M^ - CROSSING, STD. & SPEC. 3.24 (TO BE LOCATED AT ORIGINAL STREAMBED FDR INITIAL CROSSINGS) Source: Va. DSWC ' FLOW BARRIER ORIGINAL / STREAM - . / BED f FLOW BARRIER (RR'RAP, SANDBAGS, PLYWOOD, JERSEY APPROACHING BARRIERS OR SHEET TRENCHING PILm) OPERATION PLACE RIPRAP AT TRANSITION PERSPECTIVE VIEW Plate 3.25-1 FD I'�I 3.10-1 TEMPORARY FILL DIVERSION No Scale u�ujiuUUUU STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN & ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP NO SCALE 3.38 TREE PROTECTION No Scale ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 BOTANICAL NAME PRICE/LB 30.00% FESTUCA RUBRA 20.00% LOLIUM PERENNE, 'FASTBALL RGL' 20.00% PHLEUM PRA TENSE, 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM 10.00% AGROSTIS PERENNANS, ALBANY PINE BUSH - NY ECOTYPE COMMON NAME CREEPING RED FESCUE 1.910 PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' (TURF TYPE) TIMOTHY, 'CLIMAX' 1.20 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS.IACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) * SEE SLOPE STABILIZATION SEED MIX * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale SPACING BETWEEN CHECK DAMS AND B ARE OF EQUAL ELEVATION ALSIKE CLOVER 3.215 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH - 6� 6„ NY ECOTYPE 3 * FILTER 3 8.00% AGROSTIS ALBA REDTOP 8.00 FILTER CLOTH CLOTH 100% MIX PRICE/LB BULK: $3.61 (OPTIONAL) (DOWNSTREAM VIEW) (OPTIONAL) (DOWNSTREAM VIEW) SEEDING RATE: 40-60 LB PER ACRE WOODLAND OPENINGS THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE MIX WILL NOT. SLOPE STABILIZATION SEED MIX No Scale :A22 1� LASS I RIPRAP 3.20 C,wf C.R'.AT6 W 1. KOTARSKI > Lis. No. 0402048507 r� 8/2�O/19 �Isl 0loi AL d rn E 0 rn o N N C >E w E U a 3 Q U U. 2 o U. w O ro cx� YA L M < J U 00 W J —uj M 1,� O N L9 W N Z 11— �x O �Q aw U) a�i , =V �'Linn � a c � o y N In >� M d � ow vi of Z) O L9 M 0 0 w > W_ 2 U z O In > M O rn rn rn Lu o0c:) I- N N N ON N Q CO m 00 l0 � N j1-4 M DATE 812612019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 1864.002 SHEET NO. C3.2 O LD D C I SedEmen# Tia las n _ --� _ 1, ",:- ~ ✓ aye yj{�j. EROSION CONTROL LEGEND - , a' / ` / t 1 / , f ..... ................... . ......... t' r „ ,•y " .r _ », .,� i \ / drainage area {acres) )-('Ica) 3' _._ / ; f \.. ,f : t .. ...... LIMITS OF CLEARING AND GRADING S DUST CONTROL 3.39 " - ' -` ' _._ _- w.. r ^.. ^ t i i / trap volumes £xtEST (kf Si(i11 1N�iR �' N ~ \ s 0 I \ \ m .w \ / { elevation (it area (SQ volurne(cy) ............. 0\ AREAS STEEPER THAN 3:1 TO HAVE 3.36 .... ..I ..... ».. � �� I ........_ 'm » , ` �-.. w.�-••mm-. _ ��////// DRAINAGE DIVIDE , , BM S265 812 �- SOIL STABILIZATION BLANKET `°w " ^ O R'L „ - b TREATMENT -1 AND STABILIZED WITH 530 5 2000 2ti8 3 ___W_ WAKE - - TM ` ,. //////✓/.///..✓/✓ ///////////// :<: SOIL AREA DIVIDE , ... '+ _.. -., SLOPE STABILIZATION SEED MIX _,. " �„ \ iI. i t 533 2950 229 2 .... ....... ........ .. .... .........7 -� RRrt sit q 11% ti ~ 11 j F f w t,j� �, 1 ` .... ..... ....... .... .. .. ..... {i4STflRAGE ¢. S ._ .�`"� ��` " h `'" y '" `` A \„ ' . e SAF SAFETY FENCE 3.01 f - #,,. /"°.µ .... \ { r P9i> it GL03ti oFxax:...f,+ ,vy .. +. f .' f ' i ,, s .. ....... ..... ... ..... ... .. ._.. ........ , : a 1 a CONSTRUCTION ENTRANCE 3.02 / ,.., \. ' � { wet storage...... ......... ram~ p .... . . ara-a t •�..... / , z _ A wet storage requ#red (cy) (67"QA? 201 0 �\; o 4 4 \ . r / I. bottom of stone weir (IQ 530 5 '`.. 4. ,,... ... .... ......... ... .................. ... ... ......... ^'~ '- i A, S SILT FENCE 3.05w `' \ wet storage provided' at this elevation (cy): 20$ 0 - -coarse aggregate shall be VDOT #3, #357 of #5 ........ . ....... ... _ t r - / i y�t�/ �,.^ slope of wet storagrw sides :21 "",,,,d , / ,. a",�^�" ,». ,.... ,✓i� 3 - ' e .::..... ..... .. _..,.........,...,,.....,,,,.,,.,,., .....,.. -.:: . », .., .,.i.,»,».»,.»»»...: :.: ,, , ... ».-,,. ',� i t I weir length (ft) (6xDA) ..... 18 0° 1- f �. y. \, e " Q SUPERSILT FENCE 3.05 / "'""'. , / ,,/' : y ...............................................................................................................4......................................tr.............................................,............./..t.......:............. ... .......... .................. ......................... .t ..,4 / ..,, 1 ,. �NI/i/llH� ':;'. i�`` ,///,ay/.r////HI///H/Jr% ttV �y dry storage bo f trap elevation (2) 526 5 L `' S re ired'b 67`DA 2t}1 Q ;bottom t. diment�: 25' € -► g (Y) ( ) ,, ,. ........................ " a } st 53 0 € t of dam a euaticrn ft 534 INLET PROTECTION 3.07 •-'",,,0� .., " `.^•.,,, ✓ �_ ., \ � ., ,, .� :Guest of one weir ........ 3 ................ � (� ....... _ - d s e rovided at �le+a "" c 229 d: vvodth of c m-11111it 6 °. ( i 0 , l r, ! r open d , s age »`tvp trap dimenstc�s ...;». t;`it#50' ( y) 2 t' U_ sl of for sides : :1 e RT INLET PROTECTION 3.08 N - T / ""_ ^ ~ �' a, \. ~ , 11 � ` D CULVERT / _�~- _ ~ _ ^5i�6- - e \, ' (%�I '_ '� I \ - .'� " / j~ � "- '~ - �. �\ , � ST1 3,13 'N '', , T �t ODD DIVERSION DIKE 3.09 / / / / -- , , ` \ I � I` ! \ its - ~ _ `� ` \ i �i I J./ ��o ,' /, o / 51-8 ^.k _. �� -, ~ SEDIMENT TRAP f' /� FD TEMPORARY FILL DIVERSION 3.10 / ` / / /' / y ` ',, ��`` 1. ~- ---", � 1` � ` � � No Stile �� ` { � f � / " � - / .-� .. _ A i %0 11t AJ I.o l"IO '� ,, \. -o-'....,__-.41- .. 1 - \ `� # t / ` : '' % / / / e CLEAN WATER DIVERSION 3.12 , x .. / / r �' r �- - o>�`^" oFEv 'T c sEPric - 11 ` '\ :-..",._ _ � t �.l � \ "" ' _ ll # / / /' l 11 / / / / / / M:,,r r / ,_ _, ~�^: L 7 'PLANS_ f=l Of11 ` ,, \ - ~.._ \ \ \ \ I t / / , - i f / / / S PE DRAIN 3.15 ``N kt} ..,- � llP7 0 �� ~ ,y ~�' ` \ \ \ ` • `, � \ ..., -1-1-» •-•--..,..4t \ . 1 ,� _ � i f# � f � /' / / r ✓ � / � / / 1"illZ TEMPORARY SLO % .,,,� ,, / _ - � \ \ - �"� ",, t / / / ' / / / 1 � t ; ANY � L O log- ' p� q� f ,✓fig ,,.,... : •. \ \ / ' , �q �fYY/7\V'"fl L.P:dY Ll7Y "� � '. ^„''f~'^„- '.,� ,w,� �' / / a e OUTLET PROTECTION 3.18 �� N �t \ ` / " / / / " / \ � . -- N*--_ \ \ ` ~. .... -w F f )A,i t`A.� y -,•,.,""",+C%,.- ,.....«."^ ,~ \ \ t i i % 5' / fi � {�'y�}7f // ./ I/ / / / :I�f , : / .+� ,.... ..... , 11 \,. ` "I ^w'^ '^ - v }yip,,,,, t \ c e , ^.--.� - \ \ { / ' : jig t / f / .( 1 i / x / / �` '•`, ./'� / j `.'C" \ '•t. \ y, \ 11 Z.'^,a.0 l�ln•�;� ` t S \ `•' � .�`•.'"'..".• 1 t F £ Y �' ,t � :� r f / f � / ^ 61-11 11 i i 7 �_ {f �..11 El jf S CHECK DAM 3.20 'Ni, ' v 1- 1\ - .__,_~_ II I � _. -, ', € �_. / f // o co c, w emu. __, : y,_ 1\ \ \ I F , / # I ,." / / f i 11 TS TEMPORARY SEEDING 3.31 ///'r } / 1,. ,, m \ \ i. i �� `� '.._. `� }1 € € f# fF } // �/ / // o o / 1 rt/ / °� / t _... » f / � / ' µ' < t / 4 \ \ \ `fit-'--.M•=�---....- % € # / / i / 'i PS PERMANENT SEEDING 3.32 ,... x �; / / \,._ tI -1\ •� I I 4 € € # F' It i l / / / / / / ~ t / I o Ig t s / o / .: , / / \ � \ I \ \ I I � I I STR "AM (`I"; 'P, �' % x✓ f ..: I \ # 1 \ I 4 I I I I f I ' /" r t o SSF " •.. I MU MULCHING 3.35 / '. �.` r i # I >, { ; I # € / f / O ' ,., // i \ i I t I I I I i I f I / / v/✓ � �/ I • "> i I 'k :t I , •\ I I I I I I { r l # I , f r �` f, I/ I I I I I I t ' l �3 \ : t 1/ ' / t ? I i} I I ; I I I t ;t I f ` 11 a TP TREE PRESERVATION FENCE 3.38 / w \ / ; / / TAX ,1AP \ € " f ,:( f, T 1. / II II t ' i , 11 11 "I ._ '^ .� /�/?tr E / I I t ifs I f I I j 5 E ..,,. " ., 1 # „ /lAsi( ,(s . ( I / r / / / / / / // / . , I i I / , �` = .` POliA76 LI sA %I% l{ € "' / / / / I I0 "' AIR -~, \ /r, „ i' I 7 l y ti # s r�l;.:;. ;�, ., .... / I } I »» .... ».. �' / 3 I I /,. /,::: { s .,rT. "% 33[ , ^-,.,,,, - "`^�., 4 ..•. » », .� / : f:flf '�y,��/l'(g'6l✓l.' j,/ / , // ,-,. l /' '/ / l / i # / "�- t >\� k . t t1!lC � # afi r r / t//'/�/. h t i... �� ✓. I � , I I _, f ; / ✓ r < I I # 1 , _/'{{ I ` 3 " 11 .1 ;244 • 4 F f / F 11 , AT , S F I F f 1 I .� - (TYP ~ / ' ' l '� TSI 1) { \ w %'. i'.."' I , 1! / r.. "_? i AFTE INSTALLNG GULVE T 3 � ,- x 11 ./ / " / l,/ S . ", % f ,M '� f AND LEAN WATER DIVRON r / 4 l 5� I ,!F > �w .� ..(' / \ - ,"'� ; , 1 : ,l' � �+ A.-:'� 4}.tli',,,¢• 'y' .,:0 .'3�vt' w tee. wdla,�'yi "�':b �` /'' T S _.." .... PROVff E EXCAVATED SUMP � \ \� '% � INS AL'L ; F�IPRAP " / N `•y 5 w, * 1�� � w�'Z.'41� /�'a,/.,l "' ,I / ._ ARE W 10.5 CUYD OF �� // SEDI�/ ENT TAAP #1 (SEE DE A1L) / ' .: / .11 W6TH/1 6�0 ' / If w w .w41 w r _ - " , VOLr{JME. GRADE MAX D ATE AREA _ i / _ /'a 4 w " .".. - / RAIN TO / I G R - - ff' / a as ..,. _. � DRA , tf I T �." w w a. / TS DC COl(ISTUCTION ENTRANT ''_,/ \ \ . / / / `,,,, E A 3 �ICR / , _ /' ' a�..�'° , NA EA f ESV D hi 2 ; 10 w, t A SED1MEiVT #1 IS DELINEATED / r / / , TOR OF DAhll - 534L.Ob LENGTH - 10 € » r w b•a 111, 1. .... Cp „ AhfD WASH RACK SO THAT ®� \ .. 1 Y DASHED LINE, AIVD TOP ' , ` / / t it k ,� . „" ,� , r ' B = PTH = _, �"�__ ». 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I ! ! , � __1 \ - \ 0 3.02 wet ..................................... � ..... . ........ #= PWE Als-1 \ .# \ I j ", � I I ,� �_ 0- I I -01 CONSTRUCTION ENTRANCE COARM AO(Malt CtMis 1 A~ i i j I I wet storage* I ; : : . . I *0 , .......... .... ....... ......... ...................................................... . ......................................................... � ..................... �, .......... .. . *am PLW 1-4.151 00*0% *Gaw"Tt t�A%$ I R~ . � 0 . � .............. I ................... � ....... --- I I 1 lwll__40�1 , t � , , wet storage req*W r ) ... : 120.61 1 . - _____ - - .- required (cy) (67*0A) 5 201.0: i / I .f �.( : �,I> ffp" � I -, . ...... � ........... . ............ - _ _ I I.t 1k, .1 �,�"., ... I ..... � � ........ .... _111.._1..1 ......... I .... .... 1 ...... __ ........ 1. ............ � .... .... ...... .1.1- 0 it- - , I " -I Im i;i4 ... Sik�* .......... * ...... * ............. . ...... I / ,1".el, .,. 4,*'. t 0 I a / i _, / �., I \ " \ : I . � I I / �, I ! I il I � I 11 I � ; : � : . - . ........... . 'i,. . . / S " I- � : � : � : : , - r -_ 6��;f e weir (ft) � 489.3: 1 1 : � I I / -11 " . 0 0 i . � I � : : : ; . . " bottom of stone mik (t) a 491.31- . I : : p ; : / I I � : L., ................. � ......... - - : ................................ I., ................ .......... ........................ I .......... : ................... � ............ r . * . - I � � � ........ 11 ........... _ ..... I ...................... � ........ � .............................................................. � ............... � ............. � ........ . I ,e ; ...... ; � I ...................... / / . 9 . M E ........ � ........ � I ... .......... I ........................................ � ........................... � ............................... ............................................ I— .. / I / I � : i I '.1".." " i ........ ''I'll, 1 111-11-3 ............................ � .................... � ...................... -_ .......... � ........... � ................... ... . � ................................. � ...... I ........... f - CD 0 . . . . * � , , I I - 30. . '"coarse aggragde sMil be VDOT'#3, #357 of#5 - - � , : :**coarse aggregate shall be VDOT #3, #357 of #5 ,.� W � X X SILT FENCE 3.05 wet : � I / . �� 0", \ " �' , ',- , Wf H, 0 � - .- -1 storage proMed at this ell� 212.0: 1 : / I I � Is I wet storage provided at this ele,vsifion (cy), I !� .................... ......... ..... I I 11 - ....... __....., ... "-.,-,-.-.,.�'ll.l.-Ill.l.11.�"—."%� .... 1 .... 11 ..... %�--l""---�--:---,-.,-,---,,-"--lI ,-..%,�ll,",-"",.,�Ill'-"-""��,.���-11.�..---",%%"-,---,-,-'-"�--l",��.�'ll""����.�--�--l..-""-",— I i I � t I "I .............. I ............... I ......... I ..... I ... I ................................. ..... ? .................... ........ � .... ........... � ..................................................... I .......................... I .................... I ................. I.- ............. � ....................... ... ..... 'A,- .. - : I / / . I . I Cn U I ........ __ .............. ...... I I � z . _-, �� _ _�, f1j 'i � . I . I __: , ; : I . I I I E . � --:- S ; I . . : . /,,%-%-_- .--,,.-,,,.,,-,,-,,,-..1 X I . . I . : A I I I I I , p . : I ; : ��. , 21 . ,. � , ; - 1:1 � ; . . . I I , il � � k, , �. , , ". ............. * ......... ; , I . , I � 1714 slope of wet stomoe sides . : : : ; , 5, ." 1-f I . , I - . ............ I .............. � .. ........................ I ......... I .... .... ..... I ...... - ........... ,_ .. .......... _ .......... 1 ................................ 4 ............................. , , C I . : I . -1 ...... . .... . .... 4 .. .......... .... ............. /I = � . : W 1� w * 4, , , . � I ; : , I < 0 - ...... I ............................... � ................................................... ................................................................................................................. ..� .................................... � ... I ... I ............. I—— ............................. I ..... � .............................. :. .. . ... . .............................. - f ii, * W 1� I 1�1 <� W`* 41 �, \ , I slope of wet storage sides **** .... ..... .. � : � * -IV W -41 * * -_S� 4 * 1. * ........ . . � I � "o, , ,4, ", , . � * .. .... 1*11 , , " , '' 11 ... : , . ; . / I I I I I ", . I , N � , I : )0( SUPER SILT FENCE ; .weir length (ft) (6xDA) : . 18.0, A 11 I Is 11 . - I � / XX 3.05 ... � ....................................... � ........................................... � ........ ........ .. . ................................... ... . .... . . ...................... ; ...... ; : .�, -k ,� 4, � �, � w I � " .weir length (ft) (6x DA) i i 12.01 , '... � , I 11 . .............. � ............... I... ............ � ...... I ....................................... _ .................. � .......... ;� ........................ .............. I .................................................................. I ................................ i ................................ ; ................................ . ................................ I > E , q . I .............. � ............................ .. . . . � t � . ; - � L 41..�,_`il.., 4, 1 � I ". 1. , : ��___. / . � : � . : : �, , �J,, i",/ ki,j* '4- v I � I I . 11 --.�_-__z___ � : : 487: * * ....... . ....... I / f ; \ 11 , dry storage: � ,� . : 48& 1 - 8 'bottom of trap elevation (ft) � ...... . ..... * ; ....... * . ......... * ...... . .1 I I I . i � e a *i6i�i�* ......... * ** . ........... ............. .......... ** .................. : . $. , , * . . .......... � , 6 E . .... I ........ 1: .... � _ �.. 111.11.1 : � ." ,P -11 �,i, -i- � 1 " I % 1-1.1-111111111111111 ���_ .... ...... � .. . ... ..... . . .. I., ........ . . . . . ."""....'.." ".." ,.. --".-....-,�,11,11,�'..,.....,..,.�'......, ....-, ... P9"_o! trap elevation ) i - ./ I �1111 ... . ....... 1111-1 . ........ . I ..... 10 ",. . . . . ....... ',......"- 11111-11111-11.1- -1-111-1 � .... * , , , ,___; __ ��__ � - � I : : I . : . -'- .-- - .- . : � , ____ __'__"_"_ , . 120A �bottornl trap dimensions: � _'� . ... .. . ! : I I ,. I . I . I I I .. ........ . I ........ : .... ".._ .... _ ... . ..... � ...... . - ..... ... ......... I .. . ...... 1N161" � � / � � � " I �. ., � ,� � I ."'i, W 'i, \ � i " � 11 . , . .--- 0 _� LU = =; U0 : - I � � " dry storage required (cy), (**67*DA1*) " * , , **** �61.61 bottom trap dimensions: : I � � - 11 _ - - = 1-- : I : " "' ` " - -. 1 dry storage !"� �(cy)..@ ) .......................................... ............. I ...... � ........ I .............. I.- . ......... I. .: ...... - ............. 1 ......... - - . -11, ... I ........ ...... � .......................... . ..... � .......... ....... L. .............................. . ........ . - m --" 3: � - : � . . , , , i I S'A W . - ...... � ......... I .................. ...... I ......................... __; .................. � ........... . , 11, . � ........ ............. . z ................ .. I .................. � .............. � .......................... ........ : ............ .... .............. � .. . .......................................... ................................ � .................... . .......................... . . , . � � 0 i.- Lu , * * ' I I m,sf4L� TEMPkE.( . RY,,F L,P.j,V��LON,, I ,, % , \ � .................................... I ... ......... - / I p � _ _)� - , , I I .- � : : : : I - , � : I . I � 0 L_ %j a) S ; I : . INLET PROTECTION 3.07 crest of stone weir � 491.0: � top of dam elevation (it) . 492: i 1\ I \ crest of stone weir 493-01 top of dam elevation (it) � 49C t r : : : I � 0 LU _ ......................... � ... _ ......... � ..... ... ...... � .................. � ..................................... _: ............................................... ................... .............................................................. I ............ ; ..... .... . ........ � . . .......... .......... : ...... : I . j :< M t 3: . ..... ... '... . ............ ..... ... � " . Ill � -, "� '% ..... I-_ ...... ......... 1.1- ............................ I ........ _ 1.11 ...... I ................ I .... .. ... ......... �� ........... � ........ I.. I—— .......... ....... I ............... I ... 1 ........ I— ... ........... ......... . .. 11 ....... ... � ............. � .................. . ....................... -...-, 0 ___/_ - S 0 / �To 18r fEMPO ".-,,SLQP`EVRAUWT � \ \ ,_�- .11 ... � .... .. � .. ... ..... ... 1 U6 dry storage provided at this elevation (cy) �� : . . . : , . k I I I 0 z . : ; I ' 1. \ . � I � ; : -, I - - , 10 U. - 322,01 jop width of dam (ft) ; ; : 4� i " . ,,,, dry storage prcAded at this elevatim ( ""' ........ I . 01 � - ec "�-N . : I ; : . � � _ I : / . I 1. f I CULI�Ef�,'/ ��,tir " � ... . ...' , - _ ,--y �5_ 1 � 11. I � , � ,,OW'�, 6 ........ top width of dam (it) 4. - : ; : / - I ........ .� ....................... .� ........ _ ........ - I I .� .............................. � ........... � ................... � I : '- slope of dry storage sides � 2.1 : Itop trap dimensions : ; :40*x I 1 .. � t % "', � top trap dimensions ACN60' a Uj -r- rn I : : I : " . . . I . : 11 19 t 'A ; ..... 1 ....... ,I . . . I.. I ". . . I .. ... I ...... � I. I I04L I I \ \ *** .......... *** , * 0 1 .11 . I r .... �, � � 11 �, I .. I 1. , : 0. : ' , , _, Wj N1 � t I I .......... .... 10, 0 U-i 0 "m ,I. I - . - .. I 1 MAINTAIN AN' - � , slope of dry storage sides " , f* .... .. )l - )�-Y- -y--y ,,- 6 \ CULVERT INLET PROTECTION 3.08 1 , Q I I " � 1%. , . ),/ 0 < .J U CR z (f) Cn Cf) cf) U ... ; ' I N ) I j �_ 1-- 1-- [-- ... I I ' I'll . . IM EMATEL i 11 �%, \ � ". \ -, I Ij . I _j - Ln 0 z z z z < . I .1, , I , ) i :) IN �_ e 0 , � TO� OF PILL , M . \ , - 1, _ . , � C) CA I I STABI_12E�; -,L� " " \ '� \ `1 "I \ I �T)3 (�D .", ) I 1�p - Ce ( Uj Uj LU LU (f) (ED 4, , $11BELOW.,TOP OF , .. /I 0- 0- I I , . , . : I C-4 V: 2: z 2: 2: U a . � . � I 1, 11 _<,, A, / I 0 lu - zzzz< DIVERSION DIKE 3.09 . k ", `50m",irm , CTORTO IN&ALL "' ", ", ' '� .1% — :1 t In S 00 No 11 , I �&t I "I / 11 I z �: .� V Of � \ \ ,, \ I .11 - U 0 0 0 0 ci� 14' P,PIN� SA�T "I, \ ", . / `� 1 3: 0 t:n� ': � U-) U U U U LU SEDIMENT TRAP � � � S51)IMLI ��/ ...., " � VEMUlt SEDIMENT TRAP ;/ .11-.1 - I LU a_ I % � , . � 1% \ \ "I *... 1; - I Ilk� --� -.,. ". *D .. , AT tw-,� No Scale .., _", " 9 one e I TEMPORARY FILL DIVERSION 3.10 No Scale I C9 "" COUN`Ti�i \ \ / / �7 ig, g ,q Q/_ CL, cl� cl� � . . . \ .. ", � fk 0 z op, 00 \ � . \ � , / , 11 �w I LU LU W LU - I- I lk . \ \ I , " I, I , 1-:1 Z.i.g 0 ot :3 .,. - 8 � 11 I __ 7 .." . I I CTION, IF NtEDED'�,1\1� \ 1-1 - 11 , - N� I -� CL CL 0- a- < N - _ 1 .... ... 1, I � I ,JN`SP8CTO .., _y� - \ 'ill Is ,� ,,�_,- '131 -t . In 3: r- C-4 z \ '\ \ ., 11.1 - 'I-- - 1 ./ I I N � 11 , I � ' \ I . I \ , 11, ...., , `,?=kt, -, , - .- - / I , � � k \ � I' T CE TO TSD E \,,,,Ir% ,. , , , k _�_ I 0 0 0 n Q 2: , , \1 I \ _1�- \ 1, �, � , - / . . "I \ I � i f . w \ ,%, \, \ I \ , % , � __ - - , ` �A. � �( N \ = < V? - LU LLJ Uj LLJ ft� . -.1 I - -, --- � .1.. 1 I 1; � \ % I � '1C 'Al I ' MAY B ' "' f\ t \ \ ." .,, \ \ `N_ , N , 0 -\ 0, /// 1� � �- \ " U ,;U> 91D 00 CLEAN WATER DIVERSION 3. \ /,-_ " , "I 'N' -_ - ,�, \ \ , % i I I... . " ) ,_ \ N - .-- -_ _', 1 12 - ) j ,-. I" i \ k � 1� /SUFFICIENT. �� `- ' . I \ I I", " \ ,> /I " il F_ Ln u-) cn Ln u� P, I . '. ( : C� 11 \ . , A - ". . 11 \ 11 If / 1i ", � I Ln e \ \ \ CONTRA&CIR-5HALL INSTALL PUMP- % \ it I \ ,,, \ " �, , "I, \ .. , \ i 0 1,, � '5 �, I \,., -_ r_ - ,, _ \ \ i I 11 11, I . \ � N "I 1, `� -_ , % . 0 M > - - - - LLJ _- �� - I .11 \ 0 I, � .1', \ .- :P___� / \ V C'! > > > > 1-- .1, \ ", , ", � 11 \ " \ L .- -7 � \ � ; / '� " ,P. 1, LU LU LU LU - , _�, "I "P I \ \ \ , \ -\ / 111�., . ,,, QU �_ I � , \ \ , , " 1\ , 1, I , ,_:�� / W I " , .-- " -- 11 /I � \� I t � 11 . ,. \ \ N " � 1 / � Qj 1W < , \ \ "I � \ ,> .1 L_ rn C,� (2� C� a� Z,�- � / �/ N, ., '. .- -.1 _18E I ,� i i � \ % \ , \ ii � I \ . . - \ 11 11 .." I %.. "' " - -1 / /� I/ . .� It \ M 'Rr Q� �"// , -1. / ; \ N� N, 1-1 .- - TEMPORARY SLOPE DRAIN 3.15 \ \ _ .1, RING BOX CULVERT'tNSTALLATIO>. '� 'i \ It � 11�_ 11 1.1, \ \ � .. \ \\ \ \ ,C> - / \ _ . -11. APOROPIRAT MEASURES SHALL ,11 EN/ I \ \ 1� � \ �, \ \ \ 11.1 , \ " " e,_,`� _ 1'�'. 1, \;) /_/_ a i I 00 _j 0 ., _. I \ '� ��i,\ \ \ �NN \ N11. , - , _< 0 LU - _ T k , � � \ % I -1,4N %, 11, I \ 11.1, .. \ c,", \ "o A4AP I& , , 1. LLJ - -_ . \ 11 / f/ I 11.1. ,P RESITRCTWATER FROM FLOWING(' N / \ k SOIL TYPE i, ,\ I , \ ". �,, , ,--,',';" ,,, "' -- %, _ S 1,�, /' 03200-00-00-006RO q_--Ir,:� -1/ " N� , . ." � I \ \ \ -TAX / )1� , A :; 8 \ 11 I I i I ... \ % , , , \ �, , ", �/ �� kD F_ -1 - I � , 1. ." � ,I 1% % 11 � I , I IN \ \ .1 , \ � N. \ N, ,� 1. , \ . ., , _- I I ./ " 1 1 , � Lr) I "', � 1-11 I ' f . �/, \ \ " " I \ \ , \ `� ,� ' - - 3.18 1 . . : I �, � .1 \ 1, \ .", , I � UNIVPk?SITY OF i I f > waam= I., f��, � \ =-114 � ,� , ".. Nl� , \ \ ", , " &,&, \ �, \1 ,�__i \ � 1% \),,i " :,\ WqGINIA "I /Y � : �t _ 11 \ LU \ i N % . I I \ '. ' d >- -, ), , , I "I ) . 0� NSTALLED WITH E '. 1� % I N� ,. '1`1 e N_-N, I 'It FOUNi , . ", 'PUMP -AROUND DEVEICE D IAL i t,, '\ \ \ \ 1� -\ -, / I " -1-1 ' R . . . ..... . 1-1 i 11 1 ' \ -1111 ... 11 ---- IIIII-W-111 11 -.11111 I ... \ . \ "'�� .� I \ \ ., ) - I I \ N / I ; __, I.." THE CULVF-RT CONSTUCTiON AkSAJ ALL_ / I, ,--. I � V�QT C!14� i �Ik,A 11 ....... "I-7- \ \ IN , \ / , , , , \ OUTLET PROTECTION 1-1 . _, ., � S AN i�WTE' I \ 11. \ _�, " . \ \ I f . 8 11 ". 11, . I � MIM WID 1 kO\,, ' . �� \ I ' r I N, 1_� ,I , *11 . I � 212' \ I\ \ . I 1"'. %, . . " % I . �, I "I -SHALL 81E-I RO6ON f I ! \ M14 W(D , , \ / 1� " \ 71 9AtAPN � C : I ' � . ". I .� � 1.11, � I . MIN. LEN N�� '..", ",<i \ " I �, N_ \ -1 =) ,1 ", / - I 11. .� ?- DB 2 7 I,X3229 \ -, �ff " , _r ,, I \ ", \ , -) \ - 4 MAX DRAINAGE AREA YGI,'.. - 1� Ill % 0 \ � 11 - 1_ _ - - __� � .11, �, 1\ I \ \ " "I \ N, , I I - , " " ) ( , ,� 19 I � �Q " 'N - __ _ '� -, f8c wsPjL6TOR._ ... __ � ) k ,/ I 1. H, rr. 2Z \ � , - , ) T, \ N, " ,_ _,/-,_�". 1141 1�1, _1\ i, \ \ ,DISTURb�NC '. E-=,, ., 1,\ " I \ N1, 1��) \ 1�4 ? - I I , \ � \. AS Al�' VZD BY THE I i ,,L��I�ITS OF N' 6 'AL CHECK DAM 3.20 - - E I ....... <;�,_?11 I , \ 1_% , "\ , I N -- , , " S IM .... ... - -,f) \ I Q - ,= " N, �k \ ,� , ,�_/ ---.- ,,. -,-,. De 2179�22_2 " � -_ _ I 11 "I ` I ;100 I � r ...... .. I i., . ..... E .. I— -_ - 4 � ��T #3 IS D : ' 11 - _. I , .1 , , 1.,� .1 1-1 � /Ii�'. � ..::;:�i-.-.-.-. D . ELINE,ATP = 1. I., I 1%, 1, 1, IN, N. I � 243 & 2 .. ..... I , " I'll ",q Y� ... N ,, , T "" = 111. - _ ." -- "I I � \r \ ". " , \ �, � 14-�5 A�;RES , 1, ,N ,,, - _'), .. � ___ . U "� . 11 .. 11 .." - -, _'. _ 1-1 ._ _ , � . I ! � , �,D� ", ,� 24"% ", , -, " � \ \ - 11 11 1, N '( ; I _� , ,4.'1.e � , - , , i "I .., - I., ., ? ,�X. � .. � , , � " , , , � ( " �, \) \',', - 311, � 11 !; I., 1� - \ � I .. ', I \ K - ,_�_,"'� ,. �_,�_,tY DASHE� LINE, AND OP .- 31 11 I .1 ", 1�1 ? ) � %. � "I " ,� ,� " ", I .1, � 'T"... "I 1 ",.,. " . "" 'IN , ';� .�``:, - , , "I I I I 0 I I I 11, 11 ... M ,. ". I I DD (TYP-) . - I .1 --, -, -- , . I .. .." -.1. , imm - . \ -� I , _111� - - .1". .,:1', -11, , 1. ,\ , " 11 \ \ .,. \ 1. .. ., -N .,.. . W* M% �, �� - �_ .- "', ..., ....... ,,, ; I . I __,1 I .... 11. : " . i - \_ - �Ii`._ I., 1, , -\ ��. , , , -, ,__, .: " 'F7-� -, - ___1 11 HALL INSTALL PL -AROUN0 ,,% , " ��'� ,.,. ,_ - 1� " , , *M Ili � , �, I I Ce 8 TEMPORARY SEEDING 3. _�. - I , ".. -.1. ", \ . V '_ - � ) i � ./ \ \ i L 1) -1, -1 ".. , CONTR,� TOR S , #A� ,� I- ,�,� \ % _1 ( i - I" I- ' � - i % I ,�'. I - \ \ \ \ , .. � I I � I = - .- , .', _ .." . _. ." , , .1. .N \4 " " .1, " __ 111 . � � I , �� F- " 11, - "'. .... " A " -N, . , . , , V� 1k I ,,, , 1 CWD I 1111== - . \ 11 11 ,;�� " 1, ..- � " - I-- � I "I., , ts! 0 N.. "I 1, - . _. __ 'DURING BO) NSTALLATION. , ,,� , / / �_ \ " !4rt --- I ,_ -, _ I 1 I C qULVEkT I � ' " , - __1 .... .. - 04+1 -1 1-1 '\ \ A- " \ , - I IIIIIIIIIIIIIIIIIII - , . \' . 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CURB AND GUTTER s 45° BEN TIE TO EXIST 12" WATERMAIN R5' CONDUIT SWEEP PER DOMINION STANDARDS 11IF WILLIAM SC;OTT'tMMARSH41:t 'TRUSTEE DB 4464•-203 CLOVER'S AIRPORT ACRES DB 350493 PLA i C .V GENERAL NOTES: 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING s CHALK AND FIELD -VERIFIED BY VDOT OR THE —EXISTING w f f}f ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 3.3{1 T tV SEP7"IC TANK � � - ..w w t ,2. THE CONTRACTOR SHALL MILL, OVERLAY, OR -EXISTI�I�: DOSE TAN � ��.�n� �`, BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING _ ,� �,..�•�,••_,.,,,_„� � AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 45 MPH. 10 APIaA'OXI T E 1. O A T l0N_•.....___._...a.. w. . STRIPING LEGEND A 1. PROP. DIRECTIONAL ARROWS 2. TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6. STOP BAR 7. THROUGH ARROWS FOR REFERENCE PURPOSES ti ONLY. DO NOT STRIPE 8. TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9. TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10. TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH _XI I O SEP71C FIELD PER I r r F # VD HC NNS ETEO,BY POWER AND COMMUNICATIONS NOTES: EN IRO NO . ' � �% f 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE �ACtA� 2008INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED } f .w ms sEf 5� ' IN ACCORDANCE WITH DOMINION STANDARDS, { / RM wo w/ cp DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND 'y CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA s COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE AS DOMINION POWER NECESSARY TO DETERMINE REQUIREMENTS. 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT -.., CONDUITS TO END IN 24"x36" HAND HOLD BOTH ENDS FOR FUTURE WIRE PULLS BOX ." (5) 24"06 'HAND HOLES (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) WITH ONE CONDUIT SWEER1NG OUT TO EADH r� I \ \ • s PROP. PERM. \ SLOPE EASEMENT ,,_ .,,,..,_ (5) 24"x36" HAND HOLES 20' \ 7 CLEAR ` (PROVIDED BY OTHERS, INSTALLED BY CONTRACTOR) ZONE \ • \ WITH ONE CONDUIT \ SWEEPING OUT TO EACH NAD 8 "i.....,••...,.,.,. �.... LE 1 "=30' ..,� 0\ 30' I', '32A-7•-840 L£ l0, 3BL,OCKB S Q cRATGw j. KarARSK-T Lic. No. 0402048507 vd 8/26/29 Ile co E O rn o N N N C > E w °� E ~ v a 3 < LIL. 3 °o C)u.W 0 4 J U 00 a- >C C7 Lu N Z �: 4 �x _ = N N U � a C Ln OO) N Nr M CO J z 0 Vs Vs Vs VI Z Z Z Z Luwww� d ~ z 2: 2: 2: 4 0 0 0 0 0 c U) U U U U L W cl�_ z W aaaa- w W W 0 0000� w w w w Lr) C > Lu > > > > F .Wi ,Wi .Wi Lu , -, 0-� (7) rn m W F N O N O N O Q co,I,00__I'D N 4 N N m od Go DATE 812612019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1" = 30' ^ o v , C 7 z uj N U C `/z\' J I O (n L w zn N O 2- 0 J � T C A f6 a 0 i--- N 7 D Q o >piu Lu f" C t0 cu J o 0 w 0 J 3 0 a w �o co 20 Q 2 , I..L Z �o o� C O O O C C 4% c, N U a o � U Q C � N Z n O ro z �a g x Q o0 Q� 2 3 c �N U C O U � N uj �C w U C O Uf O C U O (� U JOB NO. o cu � U 41864.002 N C C O U SHEET NO. Q o C4.0 ,n E POWER AND COMMUNICATIONS NOTES: 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE AS NECESSARY TO DETERMINE REQUIREMENTS. 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS --�' I --12"W ............. -..w ..... ........... u-y p'wx ''"" 10' WIDE SHARED USE PATH 1.5" MILL AND OVERLAY _.. CONCRETE SIDEWALK GENERAL NOTES: 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD -VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 45 MPH. STRIPING LEGEND A 1. PROP. DIRECTIONAL ARROWS 2. TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6. STOP BAR 7. THROUGH ARROWS FOR REFERENCE PURPOSES ti ONLY. DO NOT STRIPE 8. TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9. TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10. TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH �- . — . „. ; , w- """- �~~ " r , �/ i' "' �+ G j •'� �"` ,�•M i :N CONDUITS FOR A = 2$°3041-0 Y � FUTURE UTILITIES R = 1039.00 MS-2 FHA �� Z4 � I` (5) 24"x36" HAND HOLES J T = 263 98 --- — — 60 12" GATE M„Zt VALVE $x n �/ C - ; _ CIE) 12"W � z 1 12 W '" 12" GATE �r -- \- DOMINION STD. i VALVE dJn �_ i " !" ~ PROP. PERM. POWER MANHOLE SLOPE EASEMENT UGP ' d`J '� (8'Wx16'Lx8'H) UGP"`' 15' WIDE FUTURE DOMINION EASEMENT ,,-...,II...4�.. — . �� i •r• _ — `RESERVED OUTSIDE OF RW. C � � �- � � � 1=NTERLINE FOR DOMINION f ... POWER (2) 8" SCH 40 PVC I � b � ,. k !"r..f �-'�AC'ro'/limey �i"�,..,p.LivH ...�.,,. �' `../ '" x .'•.. DOMINION STD. '""" 71 ;/ fa CONDUITS TRENCHED AND POWER MANHOLE SPACED PER DOMINION (8" W x 16" L x &" H) STANDARDS PROPOSED TREE LINE (TYP.) t I) 1 XIP 2-22 NOR T HS0E" DRIVE LLO (PROVIIDED BY OTHERS, ��....'-..y INSTALLED BY CONTRACTOR) L = 517.02 WITH ONE CONDUIT SWEEPING OUT TO EACH C = 511.70 PROP. PERM. DRAINAGE EASEMENT PC = 37+03.72 PI = 39+67.70 PT = 42+20.74 E = NC (ULS) V = 45MPH "''"fib �. N'� / • r / ■w 'w Iw w Iw z J I-17 U �a NAD 83 SCALE 1"=30' 0 30' 60' G CRA G-W J.KaFARtSKT LiG. NO. 0402048507 8/z(o/zed. E cm p � V N vi N � >E wuj E < U. 0 u- L n w O ro , d J U 00 J —LO M d O N uLu N "T 'T �x o a � ,� U) = N U > � = z a C LP) OO) N M CO J CD Lu UD F_ Ln Of Z) 0 _ 0 0 W W_ _ U Q z 0 V) 0 H z w z cn cn V) u) U z z z z Q W W w w U') a g U Q 0 0 0 0 0cl� W U U U U a ���� O wwwLuz z aa.aaQ 0 0 0 C) C w w w w > H --.i ,�, H w »» w w w w w Q 0 w 00�� � 1 0) C) � N O O O O L() 00\I l0 M lD 00 DATE 812612019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1"=30' z O U) z w X w z r) < a O �— ly Q D > p. uj z z H p Lu w ca L.L a J U I I i r) z Q V ) H W J JOB NO. 1864, 002 SHEET NO. C4,1 3 d D 30 3 DY D U u U) z u 0 3 7 T N V1 (6 0 N U ( O N E C U N O 6 io S N a O �o (6 U a i C N (6 O 'n O U a2 (D a PROP. PERM. SLOPE EASEMENT GENERAL NOTES: POWER AND COMMUNICATIONS NOTES: 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE CHALK AND FIELD -VERIFIED BY VDOT OR THE INSTALLED PER THE INTENDED UTILITY°COMPANIES ENGINEER PRIOR TO APPLYING THERMOPLASTIC. STANDARDS, DETAILS AND SPECIFICATION:::: 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR ..................... ....-.--•µ•••••••• 2 DOMINION VAULTS AND CONDUITS TO BE INSTALLED BUILD-UP THE PAVEMENT AS NECESSARY TO IN ACCORDANCE WITH DOMINION STANDARDS, ACHIEVE THE REQUIRED CROSS SLOPES. MILLING DETAILS AND SPECIFICATION. CONTRACTOR TO AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 COORDINATE WITH DOMINION. INCHES. 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND ;a 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY MUTCD DESIGN STANDARDS FOR A DESIGN SPEED LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA OF 45 MPH. COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE AS NECESSARY TO DETERMINE REQUIREMENTS. 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS PROP. PERN DRAINAGE EASEMEN' TES STRIPING LEGEND 1. PROP. DIRECTIONAL ARROWS 4) r 2. TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6. STOP BAR 7. THROUGH ARROWS FOR REFERENCE PURPOSES ti ONLY. DO NOT STRIPE 8. TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9. TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10. TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH r 0 CIWGW. I. KOTARSKI Lio. No. 0402OU507 M E O N O N V; Q O >E Lu Ln z E-M°J3 w Q U. o <JUaMo Z w_j—Lfi O l—� ZZZZQ f—�-O U) a U zLu M Q �X OOOOw 3:0 m �� ai`¢` W O rl�Q��a o a Ln= c N z w a w a w a w n z Q -v>tO " O 0 000� Q' c0 — w W (n W (n w W 41 N > > 7 Q� W CE W c(_ w C2 W Q 00 .J � Lu 0 W W J Q Q 0 U Q z Q V / LL1 NAD 83 SCALE 1 "=30' - 0 30' 60' JOB NO. 41864.002 SHEET NO. C4.2 "'\\ ' 4=�`�-� GENERAL NOTES: _..;.._ ; \ -3✓ , 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD -VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR �.•�" `---,�"`"= BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING .�•.,., AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. "3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 45 MPH. 3� �• aY \ `y ••.. /� j `""''i "�, �i, ,. � •sue" � � `� t m LEWIS & CLARK DRIVE CURVE .., 0=64221 LEWIS & CLARK DRIVE 0 r - R = 1500.00 �_ I CURVE ,. T = 87.88 6 ' f t L = 17556 1 . PRO A 29'24'07" f> c B 1 A „.,,, ,,,, r' `� — �c .� c �: TRANSITI -� HATCH LEGEND: HEAVY DUTY ASPHALT 10' WIDE SHARED USE PATH 1.5" MILL AND OVERLAY CONCRETE SIDEWALK POWER AND COMMUNICATIONS NOTES: 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE AS NECESSARY TO DETERMINE REQUIREMENTS. 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS II ,. `. 4N` t F Ifs T LL -7 (LE ' FT LA M� TURN L FT �. �T� O,�,ti CRMG W: J. KUFARS KI Lic. No. 0402W507 _rk 8/26/a.v L m E O O N N in >E w cn � Lu ¢ U. 1u � ch Jco U) (!� (/ ) U! O w w U 2 z z z z Q � � w w w w (1)� U Lu H y M Q _Z 0 0 0 0 0ci� 3:o x cn UUUUa 9W < W ci� c,� c,� Q� 0= C Ln N z d d d d Q = V > 0 0 0 02: ~ � Lr; 0 > (I) (!) (J) W 41 0) W »>>F- w w w Q dM ci� GO J Q C:) W U) Lu �i ,...Lu On - UG TIE TO 20 \ \ �- INSTALL W6-2 `' — • — — — • — — — — P ` —,...- — \ EXIST 14.E \r` •, ; CLEAR (DIVIDED HIGHWAY ,,.. ��- . J i .� PAVED4'WIDE WATERYVIAIN ZONE ii ENDS)_,1 SHOULDER 12"x14 fi0.... CG-12,..` ! c. DOMINION STD.. l ," ✓ s REDU''L'R'-,. ` ` "`' 4 t.. •,.,.''`n'`.. �•� j CENTERLINE FOR DOMINION POWER MANHC�E 1, / _1 12 x12 x6 PROP. PERM. PROP. R-VN 4 \, ,.. POWER (2) 8" SCH 40 PVC , 5 \ �► �. O` °'\ ` Z) (8' W x 16' L x 8 Hy... �,... SLOPE EASEMENT TEE _ _ , `, \ ` a. / , p\..... �. x <x ; CONDUITS TRENCHED AND - d; j SPACED PER DOMINION 6„ GATE VALVE CG-12 h �.........\ '""'f j\ ` \ ,,:.:' �. I s j \ \ O p STANDARDS 45' BEND f ::. \ 5, .. . a' E�s,: CENTERLINE FOR DOMINION J .^ ~ "` `"`'`.. \ `� ;�•. �. i - .--ww. DOMINION STD ui 9 „ - REPLACE / RE-ROUTE SECTION •# ...3 POWER (2) 8 SCH 40 PVC _ t. POWER MANH.QLE " ^ ... ,. __J s s A OF 6 WATERLINE AROUND ;; t \ `.,;\ CONDUITS TRENCHED AND,•.:^ '� O (8 W x 1 L.,x 8 H { -"�..'�' \ \ �. S6 N, '` F..� STORM STRUCTURE. MIN 3.5 ^,., 5 U SPACED PER DOMINION w, K \ �� '3' '�wE ,. I T Off' =,"r3 ........COVER REQUIRED. (V STANDARDS r CG-6 �.;r' \ 1 -,. "• tip, J 8 EXIST , ! -LLJ taw _. w. -•. TIE TO IN R1 Q 4 \ 15' WIDE FUTURE DOMINION EASEMENT �'` t , =r,"_,� CURB AND GUTTY " l i (STOP SIGN) `� ;.>....:� s'1 \� , \ �,. \ .. \�, w Y � '\` U RESERVED OUTSIDE OF RW. 8 ., p .1r \ \ >,.. \, ... [a STOP BAR SIGN TO BE PLACED. ``,. rff A. N -KIND AC C�3�2b I N G �` � � \,,'"' , '" .��,. •'`•. p \„ `'•'.• W W T r1 y W W m W z J U STRIPING LEGEND 0 1. PROP. DIRECTIONAL ARROWS 41 r 2. TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6. STOP BAR 7. THROUGH ARROWS FOR REFERENCE PURPOSES ti ONLY. DO NOT STRIPE 8. TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9. TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10. TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH OWNERS REQUEST TIE TO EXIST. PAVEMENT IN �� ~ f � � �^ � � t , ��`" w ACCORDANCE WITH e. \ 1 - s `s \'' ✓�,C,p�, \ %>' PAVEMENT REPLACEMENT /' -•., _ �' JOINT DETAIL AND WP-2(TYP r IAA LiNEP RC pp �....,. " l..a, '••. I f, life' ,8 { 1 4 t T i4 p `.. /f INSTALL.:R3-7, z (LEFT LANE MUST \ \, '` � �� TURN LEFT) ``IN `,,. 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E• d, B 21)79- 22, ; ", ., t � ry �/�� i I \ �'" I `' I : I 1 Al1' 1\ '' � / < \ i n, ," :: ` � G 244, t \ '4yb ,.r7���K 4 1 t I I I SHEET NO. £t I. i 1 ._ , I I i�, l ill I I \ \� - I I r EASE1i� ' r I ' I t �' 1(! \ \ / / / / \. fl # - •�} ' a }w t�4T r \ , OA 7 \7. 1 r : C5..3 \r. 1 1 # 3 : £ \ .✓ .. ro 6 n 3 i i a 2 3 U 0 3 2 a 3 a a 2. 5 u 5 u a 50 3 W 2 - Z u0 ] � 52 �F- o 2 � N a y c L v 7 c eT 7 fN a) d a X _ ` a) 0 w C 3 0 a� 0 3 a rn > c Y In m 3 to tU c N O N L j (n m C .O-• U c `o E v 3 C U m 0 6 a c a ,o -�)a m U o c /n O N . O U a 2 C N m c W O C U m Q o 0-0 N .2 H F- M — V� , j q) z IIA - till . \ \ I � 11 , ,ill t \ MITIGATION CALCULATIONS MITIGATION AREAS: 1\ AREA DISTURBED �_-, -_ _1 " I ? , 1;1 \ \ \ f I, 11/1 i I I// /,� BUFFER I - I i i Ito z "-- �, N � \ � j, [I ly /I I// I l \ \ TOTAL DISTURBED AREA PLANT CALCULATIONS ,'. - I-- — ." 1i � � - ;I IlIll m1fifil. I - ^-. 111 - I I . I \ I I Ill lif , :::::::::::::::�::::: "I'll- - ,, 1� - - -_ 11./ � / S. I 'I[ m lit, t \\\ \ "I'll- .... I'll, , , ..... .................. ""I'll", ,",""', 11 1 144,345 SF (3.31 AC) vv, :,, ........ - i I I , -�\ ::1::::::::::� __ ,,,, --- _� - - -.-.- - ,_ / !I -Ill\ Mim, - \ _v_ ',',',,',,,, .1 I I _::1:,:,:,:,:,:: :,::::::::: I I ,' ,,", , _:- , , \ ..... XXX,000:0 1, M\ - .... "I'll", 11 � I � � i k k I ,',\,,, . MITIGATION AREA TO BE PLANTED WITH SEEDLINGS _��'-_ -- - 11 v If I �, ::: I ,:::::::::::::::,:,:,:,:,;,:,:;,;:::: ,,, - OPTION 1: 600 TREES / ACRE � ,:,i��������������������l�l�ill""I - � ,�- ,,, __ --*- - - - -- -, - - " / � t I \ �, -, - -:- - t- --z- - - T \\\\ _:_-, - - - -,� --, - j i, , MITIGATION AREA REQ'D (DIST x 2 930 tubes and mats - - -�, I,- _Z� - - -,�- -.,- , 't t � � I I ) / - NIN. 1. ) . .1\,'<*Z-, \ / _1 I I I 1 ,\\\ . , I , - '' �.I �\ -1 % I" -1 I T"', \\�\ .� / I - '_ \ " .11 -:, - --z -- � - � , , — j \ N\� / ,l,\_� -"N._-_ 1, -, -, I I li �Q\ \ ,� -N \ -, '� 11 288,690 SF (6.62 AC) / N �,, \ ". / fy I / N, < _- 1- -" 'K .\\\\\\ I , \ � % - \ \ I ., I- 1\ ", \ 1 / � \ , k, \ , 11' & ,\N 11 S \ \ wo, k W I � \ <,� k ',\ " � \ v", k t'AQj? 'Nl\ PLANT LIST ,1 ✓// - \ -- 1�1\ N -� \ \ \ �, IN � ',�\ ", , '\ ", \ \ \ k, \ \\�,��ojk\ljjlb I /-- // / \ . 11 \ , 1� .1� 11 % l �, Al '. � `k " I.I,e 'N \ \ ., N . \ ". \ 11 ,, ,,\ I ll J;k i i ii � "311II. - " .. \ D�ROPOSED TOTAL MITIGATION 132 Acer rubrum 12-18" ht. seedling \ I % . , " \ k � \ l. \ " I", � I 1\ .. 1, 'I �\l . -.-/ ,- �, \ \ \ \ \ � � k � i 11111is 11"111 \ _�--111�1 .1% . .. 1% I- " \ \ \ k '% � lk \ \ "I ll � . 111 I" Im I 'i ! i, I , N l'.. I AREA PROVIDED = 67,493 SF (1.55 AC) 132 Carpinus caroliniana 12 -18" ht.seedling � I I Ij . _ - , \ \ \ \ \ �, % I I I I 11 I /--. -:- �, . 11 I , �/ , '\ �, \ � , \\�.,`, P r��- ___ . . 11, k 1 �. I I I I / . I 1, t � N,\\��,, it \ ... I = 1) � r., __ .1 4 1 `11 � � if t Iml , T Ir - - - 1�1 - MAXIMUM POSSIBLE AREA FOR MITIGATION 132 Liriodendron tulipifera 12-18" ht. seedling I . *� , % &I, ) I WN "'N , ". ( I / / I � I ; I I P I l �.7_-* / / / " " \ \ I i f , , , _" 1_\ I / I I I , I lit, it , V 1, " .111, 11 111.11 V.- P � , � \ 11 IlIlmli'li IV HAS BEEN PLANTED WITHIN THE LIMITS OF 132 Nyssa sylvatica 12-18" ht. seedling - \ ) /,,�, " / '.._ - / , I / Al / `I_ _11� z, I . IN, *: 11'� I .. I - x ..... 11 / _^ 1� I Ir / _," \ I-- - � -,-,, " �. . ell_ /,�, 1; , fillf f% 11 . . -l" ,,- -, / 1 4 /,_�l N DISTURBANCE WITHIN THE WPO BUFFER. 138 Platanus occidentalis 12-18" ht. seedling (�Ilj/ "! ( I -, 11 " I.. . IlIV . %\ 'I, / - � - I 011 " k, � , , , /11 - -.1., 11 - , --.--' .. I I , �- _�, N , .�`, .1 /I / ( - -, -, . 11 i W .- - ; A /', I I - - - � I:il(- ` , zo N ". -18" ht. seedling // I I,, '� I - - - . - --- 'Zz�l -. x t", � ADDITIONAL AREAS OUTSIDE THE LIMITS OF 132 Quercus bicolor 12 /// _ - - - I -___ - - i , I . - � /.; / / i z _. -� - - - -.,- - - .1 - - - - - , - . - � - �l-,� ,\N / I ( \ I _ _:Z ______7_ , � I -��--_: , - i 1// --- - . - Z. '..::� �,,_. � ) I _yc ;�:tz� . ; ! - % f - _: - - I � D STURBANCE ARE ALREADY WOODED. 132 Quercus palustris 12-18" ht. seedling f I ( \ -, - I I [!'f _,��- I / I " _. I- - _,:� -- -:� - - II- , / \ �� ,, -1 I I 11 ", , f 1� jl� / � \ I j k \ \ \ �\ _� I i /_ _�_ _, ,._ _ I 111t ;I \ t I (,f,1j,#[ ", , _:Z ii I ", I �) i(kl� 11. ,_ - -_ - - - I If .- - `:�- , - - .Z�:- ��7 _r;�- ) , / , I , " / /// / 1, I ) I \ \ �, I I I ) f, ",/ I I /., , , , "k\& 1% /I � -N - , , - , , - .11 / ,( I I/ I \ I / - - ..-. - - / / / /� , , 77- -t-,r -:.; - V/ I I 1'// I j /,/* I TOTAL PLANTS: 930 // _� I - -, I '11,1 I - 41 , , 11 ) 1� .-� 11 11 - - " -, -�`:i: -�- -- -�: -�� ^�:- -z- -:- `4 -,/ .. I� J I / / .1 " --- ^ It-- __ - -, I " / I I � . ip �, . �� I / 10� I / - - - - ,-- - - - - zz�':� ✓/ / I / , __V7-Fj--r / I . ,� / , �, - - - _:;7� -1 4. 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