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HomeMy WebLinkAboutSDP201800017 Plan - Submittal (First) Major Amendment, Final Site Plan 2018-03-26I *LLI I a I I Iq vice 13 4 111-9141 h i ilLMIA M ko wl III liLIL31XI T JAMW NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 0.37 AC PROPOSED IMPERVIOUS AREA: 0.21 AC LIMITS OF DISTURBANCE: 2.16 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK, MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 (276)-523-4669 PROJECT #: L17-10405 INFRAMAP CORP 103651 CEDAR LANE GLENI ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 540-865-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 75 FT SIDE: 25 FT REAR: 35 FT PROPOSED USE: EXPANSION TO ENERGY PLANT TO ACCOMMODATE INTERNAL FIRE SUPPRESSION (SPRINKLERS) FOR HOTEL, EXISTING PARKING: 117 SPACES LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE SOUTHERN SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. L COUNTY OF ALBEMARLE, VIRGINIA 3/26/2018 4516 1"= 2000' ll=2000' DEVELOPER: HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 CONTACT: JOHN TREVENEN TELEPHONE: 434-923-4300 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 CO.0 COVER C1.0 NOTES AND DETAILS C2.0 SHEET INDEX C2.1 EXISTING CONDITIONS C2.2 EXISTING CONDITIONS C2.3 DEMOLITION PLAN C2A DEMOLITION PLAN C3.0 EROSION AND SEDIMENT NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL PHASE I C3.2 EROSION AND SEDIMENT CONTROL PHASE I C3.3 EROSION AND SEDIMENT CONTROL PHASE 11 C3.4 EROSION AND SEDIMENT CONTROL PHASE 11 C4.0 SITE PLAN C4.1 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT SUMMARY - PRE -DEVELOPED C6.1 STORMWATER MANAGEMENT SUMMARY - POST -DEVELOPED C6.2 STORMWATER MANAGEMENT SUMMARY - DETAILS TOTAL SHEETS = 19 P-LIR10 00, U CI CI W J. Y,_CifARSrU Lice No. 04,02048507 512610 z O 7 O �-4 (Y - U V) LU r) ;7 0 U) LU ry DATE 3-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE NIA z 0 0 z0 2: < 0 0 CL CL < 37 LU z p --q 0 Q ry (D > H to z U-1 < > _j 0 0 qo) 0 n U U.j U 70 (D < L) =0 -0 oC 2 LU Q_ U) Z co 2zj(1)C) < 2 2i 02 U-1 E _j -0 c: < 0- 0 D to 0 (D Z 0 UjCL U < CL 0) c 7E3 X 0 0 U U) 0 0 C - q) E Ln 0 LU -00 C6 .-0 JOB NO. 5 0 C�- En 0 ED 1-0 =; 40241 . �3 0 SHEET NO. 0 -0 C0.0cu (1) (3) Albemarle County Engineering GENERAL NOTES Final Plan General Notes Page I of 4 ALBEMARLE COUNTY 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF FINAL FLAN GENERAL NOTES TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE General Construction Notes 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 1, prior to any construction within any existing public right-of-way, including connection 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, any existing road, a permit shall be obtained from the Virginia Department of 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING Transportation {VDOT). This plan as drawn may not accurately reflect the requirements of CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. the permit. Where any discrepancies occur the requirements of the permit shall govern. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION 2. All materials and construction methods shall conform to current specifications and PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW standards of VDOT unless otherwise noted. PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN 3. Erosion and siltation control measures shall be provided in accordance with the approved ACCORDANCE WITH SPECIFICATIONS. erosion control plan and shall be installed prior to any clearing, grading or other 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. construction. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, STANDARDS AND SPECIFICATIONS. lesser slopes of 3:1 or better are to be achieved. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. channel. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE Control Devices. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE 9. All excavation for underground pipe installation must comply with OSHA Standards for ENGINEER. the Construction Industry (29 CFR Part 1926), 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF --- 200 _ CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT TS = TOP OF STAIRS 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 200 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. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE 1@ ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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 (HORIIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT, ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. L GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF TOOAM 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 9OLBS/1OOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION ,AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-2046.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). NON -SLIP BROOM FINISH VARIABLE WIDTH' IN MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS --- NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. �2 ".5" ASPHALTIC CONCRETE SURFACE ;OURSE - SM -9.5A 1.5" INTERMEDIATE BASE COURSE - BM25.0 TYPE 21-B AGGREGATE SUBBASE COURSE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT H LEGEND ROADS SEWER TRAFFIC STOP BAR ®� s--- -` EXISTING SANITARY SEWER SAWCUT THROUGH d STORM PIPE & STRUCTURE NO. U EX. SURFACE W SLOPE UNLESS OTHERWISE �G) DROP INLET & STRUCTURE NO. w SPECIFIED ON PLANS Lu WATER CURB PAVEMENT CURB & GUTTER W__ EXISTING WATER LINE DRY CURB & GUTTER 6" W PROPOSED WATER LINE PROPOSED PAVEMENT 8- 6" W PROPOSED VALVE 2".± PAVED DITCH T! 6" W PROPOSED TAPPING SLEEVE - JUTE MESH DITCH{ PROPOSED FIRE HYDRANT (COMPLETE) -.- CENTERLINE OF DITCH GRADING BENCH MARK TC = TOP OF CURB . . CLEARING LIMITS BC =BACK OF CURB EP = EDGE OF PAVEMENT R-1 VDOT STANDARD STOP' SIGN TW = TOP OF WALL BW = BOTTOM OF WALL --- 200 _ EXISTING CONTOUR TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 200 PROPOSED CONTOUR N/A = NOT APPLICABLE TO THIS PROJECT +240.5 EXISTING SPOT ELEVATION f TC 240.5 PROPOSED SPOT ELEVATION 1@ PARKING COUNT L GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF TOOAM 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 9OLBS/1OOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION ,AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-2046.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). NON -SLIP BROOM FINISH VARIABLE WIDTH' IN MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS --- NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. �2 ".5" ASPHALTIC CONCRETE SURFACE ;OURSE - SM -9.5A 1.5" INTERMEDIATE BASE COURSE - BM25.0 TYPE 21-B AGGREGATE SUBBASE COURSE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT H } a SAWCUT THROUGH d MATCH EX. CROSS U EX. SURFACE W SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS Lu & REMOVE PAVEMENT PROPOSED 2 MIN' 2".± /SURFACE I/I COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)-\ ` 2'-10" EXP. (TYP.) 2'-10" JOINT 12" MIN 4 FINISHED (TYP.) GRADE 12" (TYP.) ' WASH ° 1/2" R \ ° (MAX.) l d 8„ 5„ FINISHED GRADE EXP. ° CONCRETE JOINT o 1/8' WASH 4 4 #3 REBAR (12" O.C.) ° 5" # 57 STONE ° o 0 no_ Q„ 1'-0" 9„ - - ° - (2)#5 REBARS, BOTTOM CONTINUOUS, 31P LAP 2'-2" AT SPLICES NOTES: 3„ 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale T ici No. 04020 48507 ,�4�,70NrA� M E 0 N OV N Ui Q o > E w E LU Q U. U. 0 L T` wO ro,, Ce LUL M d J U 00 LU a- M 01 U' W o N z� °�� 3:OV)Q oJG Lj- � LO _ (N = U > Ln F_ a C U') o °' -J N v 00 J C) Uj (3 z O CL U V) w 0 z O 2 LU >Y DATE DRAWN BY .1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A Z O H 1 1 F_ \Q 0 z16 Ws� w 0 U z 0 0 M z g 0 0(n 0 CL H � F_ o a H � o Lr)0 0 Q G z W ~ < c 0 L F r z � Joz 0 = ° r v < J uj = 0 <o oC �-- o W m 2 z J Wo W <0 2E �F co 0 E o J70 � o @ N 0- 0 : U 0 (D 0 � Z N 0 a0'i W X Q) 0 o E J 0 o o CL CYO � o � U U o 0 0 (^ E U U-1 O �U JOB NO. 0 C 0 4024.E U) 0 SHEET NO. " 7 C J. r 0 Q -0 N N N S F_ - �n a) 'o c co 0 ;�, E 2 0) - � �, -0 - 5 0- m �? 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LOCATION115" E f V(, -B, YL l'U-77�>j 10 1 A N 7 4 'N" -P EA MENT , I % 71 "1 STORM SE y . . .. ... i pw' -IV WE §E 10 _N' 2ff (LOCATIONSCALED Z ­ % 2 all"'Veir W,, PAD \N 58.'1�82,,PG. 4�0-' "N N_ p N s mru ;N, "N' o0c IN— 2 "N" Nt < 7 f ',�SAWCU 'J. -��REMOVE­-- z 00 4, 2, F,� 7" SIDEWALK N, Q iIk, I', - Lo N, IV, PROTECT - "N, , ,33 IN, c cl) I/ 'N, 'N -(T- o TREES YR.-) N N, X, (3) % N\ & 7; N, 11 N G 1, 1, 1,00j"S N, Z. A , -r, V 4 0 _1`N CL N- IV! 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LOCATION115" E f V(, -B, YL l'U-77�>j 10 1 A N 7 4 'N" -P EA MENT , I % 71 "1 STORM SE y . . .. ... i pw' -IV WE §E 10 _N' 2ff (LOCATIONSCALED Z ­ % 2 all"'Veir W,, PAD \N 58.'1�82,,PG. 4�0-' "N N_ p N s mru ;N, "N' o0c IN— 2 "N" Nt < 7 f ',�SAWCU 'J. -��REMOVE­-- z 00 4, 2, F,� 7" SIDEWALK N, Q iIk, I', - Lo N, IV, PROTECT - "N, , ,33 IN, c cl) I/ 'N, 'N -(T- o TREES YR.-) N N, X, (3) % N\ & 7; N, 11 N G 1, 1, 1,00j"S N, Z. A , -r, V 4 0 _1`N CL N- IV! 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SHIFFLETT SCALE e E 1 11=20' uj 4� 3: z 0 > uj V) U (3) M 4� LL. 4� 0 z 0 C) LL. 0 Lu 0 ui cy- fu 0� LLA = 0 U) U c: < _j U 00 z 1_� W > (1) 0 a. _j Lu re CL > C:) r-4 (A " 0 r14 (r) LLI It (L) re) z zj- _j 0 < 3: o V:3) x 0 > LLJ 0 < C) E r) 1_� > (J) _0 z c: 0 X E_- ry Q) 0 0 a) u > U-) u p-1 0 Lu 0 < - (1) c Lf) Lu < 0 Lu 0-(D 0 4� r) u j a) (D Lu co eN j Lj z wo 2! z < 2 :�E U -i 02 0 c: oo _j 1--i C) uj V) 0- 0 =) L) 0 > Z uj 0) 0 2 uj u 0 0 V) o 2 2 X c 0 0 W 0 0 E -0 T: Lu 0 (D 30B NO, 0 c� 0 40241 SHEET NO. 0 0 C2.4 uj Lu u Lu 0 R V) DATE 0 >_ 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 11=20' z 0 0 z 0 ui cy- 0 U) U c: z 1_� W > (1) 0 0 _j 0 < > LLJ 0 C) E r) 1_� > (J) _0 z c: 0 0 0 a) u p-1 0 Lu 0 < 0 Lu 0-(D u j a) (D Lu co eN j Lj z wo z < 2 :�E U -i 02 c: 0- 0 =) L) 0 Z uj 0) 0 2 u 0 0 o 2 2 X c 0 W 0 0 E -0 Lu 0 30B NO, 0 c� 0 40241 SHEET NO. 0 0 C2.4 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION MINIMUM STANDARDS: THIS PROJECT INCLUDES THE DEMOLITION OF EXISTING STRUCTURES, CONSTRUCTION OF A CENTRAL AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, ENERGY PLANT, AND ASSOCIATED UTILITIES. LIMITS OF CLEARING AND GRADING AREA OF 2.16 ACRES. TECHNIQUES AND METHODS: ADJACENT PROPERTY MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS THE NORTHERN PROPERTY LINE IS BOUND BY KESWICK RD AND KESWICK HUNT CLUB. THE EASTERN REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS PROPERTY LINE IS BOUND BY THE KESWICK GOLF COURSE. THE SOUTHERN PROPERTY LINE IS BOUND BY THE THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE KESWICK GOLF COURSE AND SINGLE FAMILY RESIDENTIAL HOMES. THE WESTERN PROPERTY LINE IS BOUND APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. K KESINGLE FAMILY RESIDENTIAL HOMES. MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH BY SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION EXISTING SITE CONDITIONS OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. THE SITE IS CURRENTLY THE LOCATION OF THE KESWICK HALL AND GOLF CLUB. 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 OFF-SITE AREAS ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS. 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 CRITICAL EROSION AREAS DISTURBANCE TAKES PLACE. NO CRITICAL EROSION AREA EXIST. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. EROSION AND SEDIMENT CONTROL MEASURES MS -6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. 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 STORMWATER RUNOFF CONSIDERATIONS PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. BIORETENTION FACILITIES WILL BE USED TO TREAT STORMWATER FOR QUALITY. BIORETENTION FACILITIES MS -9, WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. AND UNDERGROUND STORAGE PIPES WILL BE USED TO CONTROL OFFSITE RUNOFF. 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. STORMWATER RUNOFF CONSIDERATIONS MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. CHANNEL AND RECEIVING CHANNEL. MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL STRUCTURAL PRACTICES: SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. MET. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT MS -15, THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. SEDIMENT FROM LEAVING THE SITE. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL APPLICABLE CRITERIA: DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT' FROM A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STABILIZATION. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH 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 FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR 6. MAINTENANCE OF SEDIMENT TRAP -INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. SURFACE AND AIR MOVEMENT. 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. VEGETATIVE PRACTICES: TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. 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 SOILS INFORMATION: COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 46B - LIGNUM SILT LOAM, 2 TO 7 PERCENT SLOPES. 40 TO 60 4, SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL INCHES TO PARALITHIC BEDROCK, MODERATELY WELL DRAINED. STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT HYDROLOGIC SOIL GROUP: D AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. 51B - MANTEO CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES. 15 MANAGEMENT STRATEGIES TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELY 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH DRAINED. HYDROLOGIC SOIL GROUP: D IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES INI ORDER TO 51C - MANTEO CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES. 10 MINIMIZE PERIMETER CONTROLS. TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELY 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER DRAINED. HYDROLOGIC SOIL GROUP: D REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. 51D - MANTEO CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES. PERMANENT STABILIZATION 10 TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELY ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT" SEEDING DRAINED. HYDROLOGIC SOIL GROUP: D 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 62B - NASON SILT LOAM, 2 TO 7 PERCENT SLOPES. 40 TO 60 "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED INCHES TO PARALITHIC BEDROCK, WELL DRAINED. HYDROLOGIC TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR SOIL GROUP: B 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. 77 - RIVERVIEW-CHEWACLA COMPLEX. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED. HYDROLOGIC SOIL SEQUENCE OF INSTALLATION GROUP: B PHASE I (SEE SHEET C3.1 -C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, (CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL SILT FENCE BELOW PROPOSED SEDIMENT TRAPS AND INLET SEDIMENT TRAPS. CLEAR AND GRADE SEDIMENT TRAPS AND INLET SEDIMENT TRAPS. 3. INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSION DIKES, INLET PROTECTION, CULVERT INLET PROTECTION. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.3 -C3.4) 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. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES 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. EXCAVATED DROP INLET SEDIMENT TRAP 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAPS HAS BEEN STABILIZE AND APPROVED BY ESC FLOW INSPECTOR REMOVE, REMOVE THE SEDIMENT TRAPS AND COMPLETE ANY FINAL GRADING OR , \��\\\ �L\Ijf ,/ Low HARDSCAPE. \ a', ��i 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS �_ \ ���� /f�fi ACHIEVED. SILT FENCE BELOW SEDIMENT TRAP MUST BE MAINTAINED THROUGH GRADING AND -�� �' CONSTRUCTION. �r = /�� 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED EROSION ter" "Ioi,, r % / \ CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. FLOW ff _r�i l`\\� SEDIMENT -LADEN RUNOFF GENERAL EROSION AND SEDIMENT CONTROL NOTES: 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. 0 SITE AT ALL ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN N THE TIMES. - ACTIVITIES IN AREAS OTHER THAN INDICATED ON ES 5: PRIOR TO COMMENCING LAND DISTURBING AC S 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, R EACH RUNOFF- PRODUCING E DAILY AND AFTER ALL EROSION CONTROL MEASURES ES 9: INSPECT MAINTAIN THE EFFECTIVENESS RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MA EFF OF THE EROSION CONTROL DEVICES IMMEDIATELY. AS I�/'- � FLOW REQUIRED DEPTH BELOW TOP OF INLET MIN. V- MAX. 2' - - . I.11.r .'�'ly. . J. y. - JJ -k..% MAX. -,;,-.*- SLOPE 2:1 ' STORM WATER WITH WEEP LARGER LARGER PARTICLES HOLES PARTICLES REMOVED fFOR SETTLE OUT DE- WATERING DRAIN_A INLET i i i Excavated Drop Inlet Sediment Trap design drainage area (acres) (<3) 1111.. _.., 1-1 111..:1 ....... 11-1--'l",- 1,2171 '' . 1, 1 . 111.1,,11.11 tra volumes. , l s' �=_ ,_ elevation (ft), area (sf) volume(cy) 435 3' 1037. 436 1214 29.2 437 1489 50A ,. ... 438 1?88 60.7 .. 438 5 1947 34.6 Storage: .. . 1111.. „ . 1 ., I . -11,1.1-— 11-1111 :. storage required (Gy) (134 DA) .......... 70. 1 . 2I bottom of excauatlern (ft) .. ... .... ........ 11.1.1. ......... 435.3 .111...1.1.1. top of inlet elevation 437,3- Storage provided ( Ycy1111., .. :. 174.5 sto_p;,e f etstora e sides 21 SILT FENCE CULVERT INLET PROTECTION FENCE FLOW * DISTANCE IS **OPTIONAL STONE COMBINATION 6 MINIMUM IF FLOW IS I 1.0' 1 1.5' TOWARD EMBANKMENT N FLOW - - -7 2.5' it **VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED C I P 3.08-1 CULVERT INLET PROTECTION No Scale COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC -2 MATTING ON UPHILL 18" MIN. SIDE - FLOW 4.5' MIN. DD (3.F) TEMPORARY DIVERSION DIKE No Scale (PERSPECTIVE VIEW) 'RAP 0 (FRONT ELEVATION) NOTE: SILT FENCE BREAK TO BE PLACED AT SFB LOW IN FENCE LINE. SILT FENCE BREAK No Scale SPACING BETWEEN CHECK DAMS AND B ARE OF EQUAL ELEVATION 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. s' �=_ ,_ - i _f - , I fill FLOW ,_ ,_ 4„ 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. �C,_ fto i FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. i DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) Q () SILT FENCE (W/O WIRE SUPPORT) No Scale 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. I-,•-.---,..4 FLOW 4"' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. i �. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. MR EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC-���04 RE SILT FENCE (WITH WIRE SUPPO No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALS) 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) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY 1 ST 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. 3.05-1 PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale ___r_, - GRAVEL CURB INLET SEDIMENT FILTER f .- --�' 1-11 ; �� Ll U L-1 � 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 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE GRAVEL FILTER 12" FENCE AS A TREE PROTECTION FENCE. RUNOFF WATER WIRE MESH Tp 3 38 FILTERED WATER .. Q :' TREE PROTECTION ..-. `""-' No Scale I. - .. . P .Q 1. II a,. e. SEDIMENT II 10. p.: Q ,_ . CONCRETE _ ' GUTTER CURB INLET 12" * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT e CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 x 4" wooD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME GRATE _ FRAME 1.5 MAX. _ " _T l ____ SION, i------------_,.-------7G',441N.__.-._._.._...-_.-_.__-_._._,.,I CONSTRUCTION AC'CES'S -\ I I r . 3" SV -2A AS;PHA.L-1 TOP z:�, ,_.r _ �.A,FMEN �- -�. _ ._ C 2 S T ....i" MIN, 2 1 A\ AGGR'_,' F I E RASE fE_Q,FI ;SY ,, ; ----- -- J FC) :E. " 0NTFZU C, IIQN .. ASP( IAI..T P,x ED ACCESS ...\ F , ;' --- rr {� WA`3HRACn ) �Yt J c / UI C ✓% I 2/ ( RAVE6JENI-I � �, § � ; ) y�� �' i _... � c,::IrVF [ E1 ,INa,rI *NU 7', EX7"�_I,ID FuL- ,M-OTH (.:_J S ;al'v'DRA OF WC'RE::SCS AND EORESS 1- R,`,TIC7 ! TRAPPING v ,VI.;F PF POS-UaL RAlP.1,,G SE.( TO SEaI,MENT IPAPPI- G D ,JIC[. FABRIC Ilii rit.ir..rz UL -UM -1 SECTICIN A� A ,. - 1' 11 - _ gill _ MIN. . ` - l - - "-7.\, A mfiWijjwjl w,jter tela Iii 1 nicl! jlz>t;:t be ui ;t�llleci with 1 z;�iirununa 1 rich balicc,ct. VDOT #1 COARSE VDOT #1 COARSE slnitc�il� eu ,1 u�� wash 1>��5e �tiith a cii�alletei of 1,. ii�clie fia� aciec uate AGGREGATE AGGREGATE _ _ 06l l 5' { ` l - , - / constant. pressure, mash eater nws,t be carried awe y fi•om the entrance to an DETAIL A al)l)ro,:'ecl s'ettlill� aI•ea to remove secli tient. A11 seclhiient ::Dalt be preveritecl fio,u FLOW 2y T* FLOW �?'7 3'* entering storm (if -,this, Glitches car watercourses. 1. ELEVATION OF STAKE AND FABRIC ORIENTATION PAVED�r RACK SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET NO `31�r'�'-F- CLASS I RIPRAP DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE * OR 3/4 OF DITCH HEIGHT THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARETYPO CD( ) (3�:) IP CONICENTRATED FLOWS, CAL, THE METHOD SSUCH AHALL OSTIN STREETLY OORLHIGHWAY ETS EIMEDGIANS. 3.07-1 CE 3.02 ROCK CHECK DAM STORM DRAIN INLET PROTECTION STONE CONSTRUCTION ENTRANCE No Scale No Scale No Scale Sediment Trap design ., „ , III drainage area (acres) (<3} 0 97 , I _ ,. trap volumes:, ., CRFST Of STUHF WEIR I = a µ ■■■ ■■■ ■� 1'111 _. ..❖.• •..•.•.❖., .+...... ... 1111.. ... .. .. ... . .•.•�.•'•.❖1111•_ elevation ft , area s# (.), (_ glume (Y).........._., / 0r 411410 . 1-111 111.:, 425 616 1111... .. , ,.: 426, 890- .._- . ____. .,,:,....., 1--1---_---____-1-1----,--..., 27.9: . ... .. 1111.,, ursTr�a.ttw' 427. 1:188 = 38.5 1 111 428; 1512; 50.0' 428.5: 1683 29.6; WET ST 15 _4! , .. , . ._, #S�xeJ�VAM) , t FL cLs* ter^ -11 \ C \ ....... :-11 .:. . .... . wet storageI „ _111 1.. _.............._..............,,.,, 1111. 1111._ . aeT� a.A3--i govt z __111 wet storage, reI'll, ­11111-1111-111quired (cy) (67*DA) 65 .0, .. botic m of stone weir (ft) _,111 . ... 427.01 _.. 11 11... _.. ............"I'll . _ .......... 1111, 11111111111- ......_... , ....... ,111,.1 __ 11............... . Wet storage provided at this elevation (c' ) 66.4; . 111_.1. ,, ; **coarse aggregate shall be VDOT #3, #357 of #5 _.. _ . slope of Wet storage sides 2;1 : _ weir.length () (6x DA) 5 8 .. dry storage , :,:, _' ,... ,11,.,,11.11,111,111,11-1,, 'bottom of trap elevation #t m p ( ) 428 , ,: .....,..., .. m,, ,,,,, ,,,,,,,,,,:,. 1 1... , :'-__-I-111---.. ,..,,...., . . dry storage required (oy)<(7*DA) 1-1... 1111., . ....... ,,,....... ..., 65{?; - bottom trap dimensions �. 39*16 .111 crest of stone weir 428.5 € of dam elevation ft ,top ( ) . 429 5 .. storage provi11.11, 111,1111111111111 I 1-1-1- I 11r Ir Ir Ir ''Ill ded at tt1r elevation (cy) dr11-11 79 6 . top Width of data (ft) 4 1111 Iy slope of dry storage sides 2:1 lop trap dimensions ' 63*27.,. ST SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE ST 8WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY 3.07-4 AND EASE OF MAINTENANCE ARE DESIRABLE. EXCAVATED DROP INLET SEDIMENT TRAP #1 SEDIMENT TRAP #2 No Scale I No Scale PERSPECTIVE VIEW S 'ter METAL (T) OR - AX. (U) POSTS 1 -, Na' "1 IIVL VILYV 3.13 SAF PLASTIC FENCE SAFETY FENCE No Scale ME "' WIRE'- FABRIC Iiij LINE POST 10 GROUND LINE Y� MAX. CONCRETE FOOTING rt:mort:k. I IV C V ICVV METAL FENCE 3.10 I I'll . , - l�')k ry Q C-FAJG ,? JJ. KCJT,4R,9r i . Lic. TNo. 0402048507 eo`!�," " �k512 SOJVAI,. M E 0 N O N C Q o > E Lu°' E X:= ~ v a a< LL o W ALU O �6 1 - Ce {111L CO a J U cp Lu .J - Lr a- � o N U 1Y cV b' z 3: 0 L: Q dLL_ Q � ,,:I- N Z (V = U > C Ln rn NN M b - CO J � h U7 ce O CD H 0 LU > III _ U Q z O U) > ce Z) O z O CL _ IY U LU 0 z O U7 LU IY LU Q 0 DATE 3-26-2013 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A z 0 �_­I F 0 z16 LU 0 ce > 2 0 E- H z < 7 v O z in 3: w 0 N O 0. I-� 0 C a, !-1M I < o 0 m L z W ja LII "F_ (D � n Ce 0 ro 7P C � > M z � �- M Q z � z o O Uj a) Q. 0 LU c U Q �O ce W (W� v cn W m V i - z zJ 2� Q n ®2 U-1 yF- IE �_ C (4 sn zL o CC v I _0 (D .t z �� Z W In Ulf 0 - ai U17 a, O E J � U-1 o J Q Q. .ate-+ a c Z (nM 2N vC: o 0 U U E v :n O L 3: a) 0 E a C rr^^ Vl U cz O W �O '- . ._ JOB NO. 0 6 � o 4024.E c -0 � (D W a o SHEET NO. W o 0-�2 C3.0 (n Q Z!�E I- ■■.� 1.�.; ■■■ ■■■ ■■■ ■� 1'111 _. ..❖.• •..•.•.❖., .+...... ... 1111.. ... .. .. ... . .•.•�.•'•.❖1111•_ I_ ► �J (I I = �%%' ■' I I�I !=' = r .❖ •.❖.•.� .•...•.•..•.g.•.; ... . , ... . . ti•... . . . r.•: .� 1.111. ❖. � .•.a ...• 1111. . . •.��.•.�•._• ......•.� PERSPECTIVE VIEW S 'ter METAL (T) OR - AX. (U) POSTS 1 -, Na' "1 IIVL VILYV 3.13 SAF PLASTIC FENCE SAFETY FENCE No Scale ME "' WIRE'- FABRIC Iiij LINE POST 10 GROUND LINE Y� MAX. CONCRETE FOOTING rt:mort:k. I IV C V ICVV METAL FENCE 3.10 I I'll . , - l�')k ry Q C-FAJG ,? JJ. KCJT,4R,9r i . Lic. TNo. 0402048507 eo`!�," " �k512 SOJVAI,. M E 0 N O N C Q o > E Lu°' E X:= ~ v a a< LL o W ALU O �6 1 - Ce {111L CO a J U cp Lu .J - Lr a- � o N U 1Y cV b' z 3: 0 L: Q dLL_ Q � ,,:I- N Z (V = U > C Ln rn NN M b - CO J � h U7 ce O CD H 0 LU > III _ U Q z O U) > ce Z) O z O CL _ IY U LU 0 z O U7 LU IY LU Q 0 DATE 3-26-2013 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A z 0 �_­I F 0 z16 LU 0 ce > 2 0 E- H z < 7 v O z in 3: w 0 N O 0. I-� 0 C a, !-1M I < o 0 m L z W ja LII "F_ (D � n Ce 0 ro 7P C � > M z � �- M Q z � z o O Uj a) Q. 0 LU c U Q �O ce W (W� v cn W m V i - z zJ 2� Q n ®2 U-1 yF- IE �_ C (4 sn zL o CC v I _0 (D .t z �� Z W In Ulf 0 - ai U17 a, O E J � U-1 o J Q Q. .ate-+ a c Z (nM 2N vC: o 0 U U E v :n O L 3: a) 0 E a C rr^^ Vl U cz O W �O '- . ._ JOB NO. 0 6 � o 4024.E c -0 � (D W a o SHEET NO. W o 0-�2 C3.0 (n Q Z!�E I- LA (13 -0 cu CL V) Lr) �6 V) CN 0 7:5 Lij CL c/) 06 Lu cli C) cu _c_ - (L a) CD 5t cl) Q 0� a S I L I .......... . ------ j \Fc, 9. 411 D dj,_ "A % -j ?k EXCAVATED DROP INLET #1 A, A $j 1.27 ACRE DRAINAGE AREA 'Av TOTAL STORAGE REQUIRED: 170 CY Z C3.2 io BOTTOM ELEV. 435.3 TOP INLET 437.3 _"Z 0 A TOTAL LIMITS OF Z DISTURBANCE 2.16 AC A "lxr10 0 �010 `X V CIO 0 100 - I I Iddo -5:- 1 SCALE 1 "=20' A# _6<1i 1000 *111,41TS OF 2'0' 40, "Z, IP IN so e d" h �v, x:"y A Ilk 4 1 ALI 00 W T" k M o f x 'N UGp 3 4 G ED Ne 40 '2 -A 00,00 N p- I- Ar% 0 % _J_ Z t� 7, DC G_____ \w )00' 'Zi lip W WwW "Ix p VA f "AA el N, 2 % TP 2, Al TP N -N "N ------- V, -4n, x" & 17 5"e C F vg�iii A 01 % O� I EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING SOIL INFORMATION mv w"m WIWI 4w W= nm wx mm DRAINAGE AREA BOUNDS CONSTRUCTION ENTRANCE 3.02 SILT FENCE 3.05 INLET PROTECTION 3.07 CULVERT INLET PROTECTION 3.08 DIVERSION DIKE 3.09 CLEAN WATER DIVERSION 3.09 SEDIMENT TRAP 3.13 ROCK CHECK DAMS 3.20 TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 MULCHING 3.35 TREE PRESERVATION FENCE 3.38 DUST CONTROL 3.39 SILT FENCE BREAK "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER % \i4 v p - A 515 B 0100 r S TP TP TS T I p OTAL LIMITS OF EA PAE N T T A COF, 126Z PG,430 'A DISTURBANCE 2.16 AC R, _Y �iT -17 P 43[1 Dc I r 0 TP TP p I P IP TS p TP I P T IP 461 DC I p CE TP UG, TS i v/ TP oo* tp D8, PG,430 - R "T 7 R h ..... ..... fff -7 f ----------- f Eli no wo im 00j, jolt oil ow mmi m m imm Mir m mim = m m, in m m m =1 m m m ii� moi- m m m m m m m m m m m m m m 0 REFERENCE LINE- SHEET C3.2 p om CRA1G W J, KOTARSXT > Lic.No, 0402048507 (n E C) 0 (71 U r -j ui 0 > E E uj LLI > 3: F_ u 'w < 'L4L tj 0 LL 0 L.0 o 0� LL, < U co 0- Lri uj M > C3 0 j), x < LL U,) U (1) > o 4� M 00 _j C) uj kO F- U) 0 m (D 0 uj u 0 2 V) 0 ;7 0 u V) uj 0 2: 0 V, aj cr_1 DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 11=20' z 0 0 z uj ce r) P-4 z uj < U) 0 _j _j 0 < 7p Lu 0 (D C) ry, f i F_ F_ 7p z < uj _j 0 Q- u LU c) -1 ry (D < LU z (f) UJ Lu co C) _j < uj < _j < 7p 01� 0 uj 0 U a� _j uj _j u V) Lu v JOB NO. 40241 SHEET NO C3.1 REFERENCE LINE- SHEET C3.1 EROSION CONTROL LEGEND m m m m 741� Irp PIP "EM", M It Y' ,I � " I _', I LIMITS OF CLEARING AND GRADING it �J _-44 i A, Am, f S 'M SOIL INFORMATION AiR?, 5 q! Z_ ZZ ��11 If J EASf % v DS� ",52 P j we I= pm WIN 'We aw I= ;IWI III= 2 gv V"- q e Y GAfX DRAINAGE AREA BOUNDS 21 Z gn-j 7 1 1"7 N, YV V if I t , I �/ I "! �-, I I lil/o 'k 4611 on P1 V CONS "M k TRUCTION ENTRANCE 3.02 X n J A g _j fr 1 fit if P SILT FENCE 3.05 "J, e H f if INLET PROTECTION 3.07 ft p"F P` -f /-K if 'R CULVERT INLET PROTECTION 3.08 I Z' L 17 01�;/P J, AW, DIVERSION DIKE 3.09 # 4811 it A zff Ji cl CLEAN WATER DIVERSION 3.09 fv pp, L�'Z f if u(` ';c_ Ut 4 i f L_j J 'J", if p if SEDIMENT TRAP 3.13 f _jQ t r It h3l, I, ROCK CHECK DAMS 3.20 A, R"A P,143k Y" A CCIEFSS EA SE111 T If 5 q( TEMPORARY SEEDING 3.31 AT, If I 4 f 2 j �14 -A f J, PERMANENT SEEDING 3.32 X,� P14 i if t q _4 J T e"'j% � i f I�, I, Y MULCHING 3.35 % A, d TREE PRESERVATION FENCE 3.38 DUST CONTROL 3.39 t1—TI, SILT FENCE BREAK "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER t C3.1 tP E - ---- - . . .. ......... /17Z A 7 I-453 fA Af"Pr 30' _fARYfl co 00 IVEFFICO SCALE I "=20' )F�=45�� 54 (L OCX! TIOPU SCALEC�) DB� 8 0 20' 40' 384, P' R T T S fIP TS ItI< 445 . ..... r 7,j r L I'A DC A- T Z 4434 TS 7 I on" TOTAL LIMITS OF DISTURBANCE 2.1 6 AC ic 4 -�A TE STORM Gi 561 C)ND V/ 'Y P p T al s ST1 E------ ---------- X, L OCA KrI 'd STONE WEIR ILI, 00 % cl) LN oo 7-- V) uj DD fl, LU 3 EDIMENT TRAP #2 0.97 ACRE DRAINAGE AREA S TOTAL STORAGE REQUIRED: 130 CY zi q� p CL TOP OF DAM ELEVATION: 429.5 S TCY?Mf --C '34 11,� 7, C�- all ........... L 'Iff 71�1 0 Lic. No. 0402048507 m E C) 0 ui < 0 > E E Lu Lu 1-4 4-J LJ6 4� LL. o ce uu -I-- :5 u 00 _j — Lri LLJ m ce C:) 0) > C:) Fq (A rj LLI q) 4� lz;r o x _j < LL Lr) 0 4-J 0 Lu V) 0 T: (D 0 0 Lu u 0 R V) V, 0 0 m 0 z 0 ry u (1) Lu 0 2! 0 Lu c� I DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 11=20' z 0 0 0 uj 2t Lu z < >0 < U) 0 0 0_ ry < 0 z L.0 0 0 (D C) U > < Lu 0 _j 0 (1) 0 a— u Lu C) (D < Uj L) 0 2: M �o L 2 (5 Q�_ uj 0_ 0 uj co - z _j 0 a) 0 < t �; 0 :E UJI < E -0 _j C:: < [L 0 0� 0 0 c P-4 Lr) Z (n 0 q) Lij 0 U Lij L o :s >, -:5 0 CL 0 CL 0) X 0 0 0 E _0 U) 0 uj -0 -0 JOB NO. 0 c� o 40241 0 SHEET NO. 0 .2 C3.2 Lo J 1I L I Y x EROSION CONTROL LEGEND M LIMITS OF CLEARING AND GRADING Z" Av CONSTRUCTION ENTRANCE 3.02 Z VX \ N % j/ "A /s;�� V Z SILT FENCE 3.05 c INLET PROTECTION 3.07 0 F X TOTAL LIMITS v DISTURBANCE 2.16 AC DIVERSION DIKE 3.09 V C3.4 0 V X x x j 1 1 `� \'I\ \ , 11� p SEDIMENT TRAP 3.13 �00 V, Z A—' Z TEMPORARY SEEDING Ps 3.31 4 mu PERMANENT SEEDING 3.32 44 MULCHING 3.35 3.38 TREE PRESERVATION FENCE too DUST CONTROL 3.39 44,;� SILT FENCE BREAK SCALE 1 "=20' 00 wv- Y Ps 3, < 26' �0, lb "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER mu 400� IP 4� GF 000e 442 N1 000 7 Ps m u TP tTp IP L r U TY a E ---------- - - - A, #Aoo e, SFB Ps TP mu TP p VT - & A C'CE S E TOTAL LIMITS OF 'DISTURBANCE 2.16 AC ------ 130 .A' 20y LOCA -0 % ol 452 TP TP 453 454 TP �dl 455 Ps 458 59 mu 461 0 4 TP TS Tp I p fC, cu < TP A L0 7 qo� 7-- x T //y// 7 PG,,430 S E,211 TP Tp T1 sc LLJ PGI,430 7 h cl� co # ct$ tI co 7 CN Eii mim ift im Nit smi m -)im imi Iii m/ ill, cl) REFERENCE LINE- SHEET C3.4 0 U C-RATG V�, J. KaPARSKI Lic. No. 0402048507 �4�-o m E DATE 0 0 U 3-26-2018 DRAWN BY f'4 6 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY E C. SHIFFLETT SCALE 1 11=20' Lu 0 Lu < lul-21 0 0 LL Lu o uj a-, w 2 < =i u 00 W V) 0 CL j — L6 uj p" < C:) M (D 0 0 0- p__4 wi rj Lu 0 (D ro < Q) 3: o x 0 uj (D 0 C) 0 > u )--4 C) 0 (1) u 0 Lo OF. r,4 c� w Q (D < w m 0 -0 > u 5- V) Q� 2 Lu Lu 0- U) z C) < Lf) c Lo Lu < 0 2i uj 00) 4� E 0 -0 c V) C) 0- 0 Z) L) 0 a 0 (j) Z ui 0 0 Q_ co _j 1-4 C) uj ul) u cl� Lu o :2 >, -:5 > _j 0 < 0_ cy) Lu (1) r- 2 L2 w m u 0) 0 L) ui 0 E �o ui 0 C6 -0 JOB NO. 0 c� U) 0 40241 SHEET 70. co (p c: M 0 C3.3 (cn) ao) (D 0 c) Lu Lu u Lu < F_ 0 ul) DATE 0 >_ 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 11=20' 0 0 uj 2 W V) 0 < 0 0 0- p__4 0 < Q) uj (D 0 C) 0 > u C) 0 (1) u 0 w Q (D < w m 0 -0 5- V) Q� 2 Lu Lu 0- U) z C) < 0 2i uj E 0 -0 c C) 0- 0 Z) L) 0 a (j) Z ui 0 0 Q_ u cl� Lu o :2 >, -:5 _j 0 < 0_ cy) (1) r- 2 L2 w m u 0) 0 L) 0 E �o ui 0 C6 -0 JOB NO. 0 c� U) 0 40241 SHEET 70. co (p c: M C3.3 (cn) ao) REFERENCE LINE- SHEET C3.3 7, v tt46 r tfitis1iff fffDf L f Nil f7 titL 7- y ill rt��j sff YP A M� A 7-- # AT 1p 452 451 gz'y 460 f, TO RL L!D 449 y —44b 4 - PS 449-- 44 mu 447 _Q J 4N VIP nq x, ek I-, V 'j� 44 N I p N, Z_ S 4 m N, t TOTAL LIMITS OF J DISTURBANCE 2.16 AC 4, maw, IN T 4 51 X j j fF s Q, S� v,, . ...... %\ 'N < 'j ",:x / 7 oe z, r ST1 0 i D(Z %D j %� I E E. 'v S F . .... .... . m u < %* —PUP D AI X_ Lo STONE WEIR Np oo y" 'age, C) L0 (d �F' A cy) %\ W __ __ ��/ , , �7 I �k < x k, ow - 2 X J EL AV Lu N_ �V/ lk� (j) N 0 06 x/ -v Lu 5 c� X, X v�, SEDIMENT TRAP #2 A Y cli >3 11001" J CY %11 0.97 ACRE DRAINAGE AREA TOTAL STORAGE REQUIRED: 130 CL 4 'g� N TIM All N TOP OF DAM ELEVATION: 429.5 4 S F (D V N, K UXI,� k N V X X N 21� C J A N \\ �7_ P S < Y 'A" > '4 f C) CY) y s N L EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING NeWrIffAm WAMWAIM SOIL INFORMATION Wa Mo. W10P r", I'm Mel WIR W= ism DRAINAGE AREA BOUNDS SCONSTRUCTION ENTRANCE 3.02 (H) SILT FENCE 3.05 G) INLET PROTECTION 3.07 CULVERT INLET PROTECTION 108 DIVERSION DIKE 3.09 SEDIMENT TRAP 3.13 ROCK CHECK DAMS 3.20 TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 MULCHING 3.35 TREE PRESERVATION FENCE 3.38 DUST CONTROL 3.39 SILT FENCE BREAK "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3.3 LF -77 SCALE 1"=20' 0 20' 40' (y) 00 0 z I 4�A A CRATG V4 J KaFARSKI Lic. �No, 0402048507 5/2 rO E 0 U 0 E E Lu 3: Lu < n U. 0 Lu o fLo cl� w = < :I U 00 CL _j — L6 Lu 1-4 re C) a. > C) (A lu Lo < U- > < Lq Lr) ch 0 4� V) (y) 00 _j C) Lu U) 0 0 cl Lu Lu u 0 N-4 V) 0 0 AM& z 0 2 CL �-4 C(— u V) Lu 0 2! 0 2 U) 4 Lu 01-1 op DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' ;7 0 0 2! 2! r) L) Lu > 0 U) < 0 0 < 0 Lu (D 0 _c u co > W < D Lij 0 - u 0 L.0 F_4 (D < u_j �5 o ry U.J U) UJ z 0 < 02 u_j < (L 0 0 :D 0 2! Z 00 2 " u_j 0 Q_ u 0 uj 0 _j 0_J__ 2 '§ < 0� 0) (D -2 -t6 � c q) .0 u F__q M 0 0 0 E -0 :D c: uo 0 uj _0 -0 30B NO. 0 c� U) Lo 40241 0 0 SHEET NO. 0 q) -0 C3.4 con- —a) O c aj U) in 0 -0 ry 20 CL Z 0 02 E -0 ia) U) C: (L 0 n C) 0a ry (D (D CJ) Z 0 2 0 0 CL 0 Q - Q) 0 O CM 0 (n 0 U) U) 0 -a 0 X_ 1v 4 BIORETENTION TURF J 'PLANTIN,,G z z < AN < ca N k It, 4 ;1=20' U) SCALE 1 0 C) < Qc) (D _j C) 'y cy) 0- CD cy') < Z Z r V 0 20' -40' 0 0 C) cy) c) 7 co -XI _j W CD r- _j LU >_ > -G)m _> < > > S E 7' I< Z 0 CD z o 1��) Lo 'r + tr) 0 + 4" PERFORATED PVC/ 0 'IT Lo Q x/\ �k UNDERDRAIN (TYP.) o M 0 z r) co v _j < LL C) 0�-o> C) o P o SS Al (10 CLA,' Zo c7) 0 P z z U) 'en -A v, o RIPRAP lk� 450 450 & \ C9 N, y c) Al� Z < v 1 1 600 —BIURETENTION Z t FACILITY 1 x "Nv A All 5 ROOF LEADER TO TIE TO 601 Z � / �_`­ f 77 4 1 X NYLOPLAST x %q, ---44 BASIN - 0 602 7 Z 4" C.O. '603 (TYP.) 441.50' /Z GND 442 M % GND -.,50 442 441 604 IN f 4434' SWK N 101 442,00' 444- SWK GP IV 'Al D� SW��' 40.78' ro" ROOFLEAbERS TO TIE, 440.7, v k , , I , - 4=_l '\W411 $WK N T6, �Y�01?Q�ST BASIN 4" 44 7 442.GO' K 447 WK 441.95' K V 'SWK 0.55 Gp v, 442.00', SWK 441 N f i �5, % N 442 X -N z, P m v BI RETENTION FACILITY 1 50- 0 0 5 PROFILE SCALE N 9+50 10+00 11+00 11+50 SWK G 446.33' 4,1 � - ----- "0' STR 605 - STR 601 Z, �o % HORIZ SCALE: 1"=50' k N VERT SCALE: 1 "=5 t cb v* % Q .... 4- y h Cb V, A 7 v tv -a g "u, 4�, n I -d A 'A "S, -4- A�i N —449- V" A V k % A "n, k V 21 45-0 'k, t q\ v 1v __A IN P N� _2 \vn, % VI" % 'EN V 0 L �,g 'A A % % oi� V1,1, vi, N N, 7 % "N N N N �x x 04, A. Id "'N k N A % N _'A % 'I Al, 3?_ '17 X�% LIN f A `o\ k, 7? If IN N A 4, _�v A" \P, _YN T R�-A, R K V 1Z U 71 N1, EASE-fl1,LEAjT\, //?--7" t A J 11� \ 1< " - - % 0.13, p- �,30 _10,0,4)101',� x /A R 4 0 _'A N, aT L PG, 430 4 _4 --- "d Z", 0, "j -fi X, X y (s, _4 NIP, NI-411k:11,4�1Vv", 4 45 % "Zv if X % 453 V, 4 �,A i 1, M, 3 0� 54 A_ —455 f i1v f, f t f V V PP 456 'N� /0 Nl� 157 458 3 459 N A J v-, "N p� 462--- N u A, �'_-461 �l,\ V\_ % -q N __0 v C > 4- vc c� j AM 14 f j"Lo I I "I, \ - , , A -0/ Z_ X Z a el Ar �,A vi _0 Z _'11' I f / ", . \�,� " __,� 7 -, \ _7 N vN, 01 ';p, F, iN 0 r D J I f No fl t V if N L c: K f j E A, n", �eb � Pl "I " \ I �;5" v, �'A N TAUR Y [v7k i N W NY x r-'ri_ ql�qol -4 Y, M/ A X 'V If T " -� I hil P� V J, 00 f Y , I ti wff- IfLo Ce) 0� A CC "s D_ Ili I v --k f I 1,101INT f vj 1<h',,fG if, J ISE"EY L f '),V,2" -IG-430 A I D8, 11 ;4 01i @1 .2 1 '14 V 3, f J _-�r f f J� wc 'c'- ITS- TA R), ly� w wa I i, _J 1,4 /v h f 1, /0V A", f z --- f `7' ni6 4,0 G14,30 ii f y v - ---------- 11 11 1 F- V (D 0! g f # T Ji (n A N /V if 0,7 i p, . A,*' if "N # Z3v v f f -d rV IJ/ AlK �k 144 a�_ L N P 0 gv, f _ N-16 7 7 % f J, '9 N/P A N T d j 'd I I It ? 43 f "s, 5' 7 -3, S, ILI 'N J A qf If m Eli Im. M, lim m Eii m 'm M -M m Mij- Eli' iiiAim m m lim Sim m M'm 'm imm m �m m M -M -M AM, lim m limi m m m m No im Nil im mo m REFERENCE LINE- SHEET C5.1 L CRAFQ W T, XCJrAR,�', M Lic�,No. 0402048507 �k m E 0 0 0 E E I_ UJ > 3: < U. 4� C) U. 0 u.j o r,,,, U 00 — Lri Lu > C:) M C) rj u) rj - Lu ;te 11:3- 0 V) x < Lj_ ur) :c r_ cl) > U-) a Lr) C) m 4� CL 00 _j C) uj U) cy-, Z:) 0 m (D Z) 0 Lu Lu u z 0 cal 0 0 0 0 z 0 F_ a_ F__q cr_1 u Lf) Lij 0 4 W Q� mg I pai DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN' 0 0 0 2! ui C),0,4 C) 0 M 0 0 < < r m z LLJ < (D C) > QL < z M s� D 0 0 (1) u r) 0 Lu 0- . Z) (D < 0 2 w uj (D Lu co Q) 0 _j Z z z < 0 umi < [L 0 0 2! Z U) (o 0 Q) ui x u o �F 0 _j C) -:E 0 .§ < CL cy) X 0.0 a) — 2 0 o 0 E co ui a) t .5-0 JOB NO. 0 c� W 0 (n 40241 M U) (n r_ C 0 SHEET NO. w 0 0-0 C5. 0 EXIST. i I GRADE1 445 445 PROP, GRADE 440--- 440 435 435 603- 601 60.10'OF 37.16'OF 15" HDPE 15" HDPE @ 1.00% @ 0.71% 430 430 425 4 5 BI RETENTION FACILITY 1 50- 0 0 5 PROFILE SCALE N 9+50 10+00 11+00 11+50 SWK G 446.33' 4,1 � - ----- "0' STR 605 - STR 601 Z, �o % HORIZ SCALE: 1"=50' k N VERT SCALE: 1 "=5 t cb v* % Q .... 4- y h Cb V, A 7 v tv -a g "u, 4�, n I -d A 'A "S, -4- A�i N —449- V" A V k % A "n, k V 21 45-0 'k, t q\ v 1v __A IN P N� _2 \vn, % VI" % 'EN V 0 L �,g 'A A % % oi� V1,1, vi, N N, 7 % "N N N N �x x 04, A. Id "'N k N A % N _'A % 'I Al, 3?_ '17 X�% LIN f A `o\ k, 7? 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A,*' if "N # Z3v v f f -d rV IJ/ AlK �k 144 a�_ L N P 0 gv, f _ N-16 7 7 % f J, '9 N/P A N T d j 'd I I It ? 43 f "s, 5' 7 -3, S, ILI 'N J A qf If m Eli Im. M, lim m Eii m 'm M -M m Mij- Eli' iiiAim m m lim Sim m M'm 'm imm m �m m M -M -M AM, lim m limi m m m m No im Nil im mo m REFERENCE LINE- SHEET C5.1 L CRAFQ W T, XCJrAR,�', M Lic�,No. 0402048507 �k m E 0 0 0 E E I_ UJ > 3: < U. 4� C) U. 0 u.j o r,,,, U 00 — Lri Lu > C:) M C) rj u) rj - Lu ;te 11:3- 0 V) x < Lj_ ur) :c r_ cl) > U-) a Lr) C) m 4� CL 00 _j C) uj U) cy-, Z:) 0 m (D Z) 0 Lu Lu u z 0 cal 0 0 0 0 z 0 F_ a_ F__q cr_1 u Lf) Lij 0 4 W Q� mg I pai DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN' 0 0 0 2! ui C),0,4 C) 0 M 0 0 < < r m z LLJ < (D C) > QL < z M s� D 0 0 (1) u r) 0 Lu 0- . Z) (D < 0 2 w uj (D Lu co Q) 0 _j Z z z < 0 umi < [L 0 0 2! 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