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HomeMy WebLinkAboutWPO202000051 Plan - VSMP 2021-02-05 (3)HMR Yfu BOYS AND GIRLS CLUB -DRIVER'S ED SITE SITE DATA: TAX MAP PARCEL: 06000-00-00-078AO COUNTY OF ALBEMARLE SCHOOL BOARD DB 287 PG 414 PARCEL AREA: 216.69 AC LIMITS OF DISTURBANCE: 5.10 ACRES ZONING: RURAL AREAS (RA) OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE.M EDLEY@TIM MONS.COM SURVEY CONDUCTED: JULY- AUGUST 2020 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT: 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT: 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE: 25 FT MINIMUM REAR: 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: 32 FT MAXIMUM BUILDING SQUARE FOOTAGE: ±49,200 SF EXISTING USE: DRIVER'S EDUCATION COURSE PROPOSED USE: BOYS AND GIRLS CLUB, OPERATION OF BEFORE AND AFTER -SCHOOL CARE PROVIDED ON BEHALF OF A PUBLIC SCHOOL TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.23 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PUBLIC WATER AND SEWER WATERSHED: IVY CREEK WATER SUPPLY WATERSHED PARKING REQUIRED: 1 SPACE / 10 CHILDREN ENROLLED IN MAJOR CLASS/SHIFT CHILD DAY CENTER + 1 SPACE / EMPLOYEE PICK-UP/DROP-OFF AREA MUST BE PROVIDED ON SITE 1 SPACE / (300 STUDENTS / 10) + 1 SPACE/ 35 EMPLOYEES 65 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 62 REGULAR SPACES 3 ADA ACCESSIBLE (1 VAN) TOTAL PROVIDED SPACES = 65 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [X ] TRIP GENERATION LAND USE: RECREATIONAL COMMUNITY CENTER ITE CODE: 495 AMOUNT: 48,245 SF UNITS: SF (GFA) ADT AM PEAK HOUR PM PEAK HOUR 1,390 IN 53 OUT 30 TOTAL 83 IN 51 OUT 60 TOTAL 111 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 250 GPD 49,200 SF X 250 GPD/1,000 SF = 12,300 GPD AVERAGE HOURLY DEMAND = 12,300 GPD / 24 HOURS = 513 GPH MAXIMUM HOURLY DEMAND = 513 GPH X 300% = 1,538 GPH PEAK HOURLY DEMAND = 1,538 X 150% = 2,306 GPH 2,306 GPH / 60 MIN = 38 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 49,200 SF X 250 GPD/1,000 SF = 12,300 GPD VSMP/WPO SUBMISSION - WP0202000051 REF. SDP202000069 COUNTY OF ALBEMARLE, VIRGINIA 11/4/2020 on W00 1019 Ivy Creek R I N E IVY FARM Foundation RIVANNA RIDC t G7G 1016 SQUIRREL RIDGE 6 71 IVY RIDGE SITE _x LOCATION MONTVUE loos The Colonnades V ROSLYN HEIGHTS FOUR SEASO mil§7.\4'[�Zrlr] Q Albemarle High School Commonwealth GEORGETOWN GREEN Ei7fl 1477 GREENTREE HESSIAN HILLS CONDOS TURTLE CREEK CONDOS VICINITY MAP 1"=2000' vineyard vines 0 DEVELOPER: BOYS AND GIRLS CLUB 1000 CHERRY AVENUE CHARLOTTESVILLE, VA 22903 CONTACT: JAMES PIERCE TELEPHONE: (434) 242-8052 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 I:lc BRI C Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.1 EXISTING CONDITIONS PLAN - DETAIL 1 C2.2 EXISTING CONDITIONS PLAN - DETAIL 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS 1 C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS 2 C3.2 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C3.3 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 C3.4 EROSION & SEDIMENT CONTROL PLAN - PHASE 3 C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN 1 C4.2 LAYOUT & UTILITIES PLAN 2 C5.0 GRADING & DRAINAGE PLAN 1 C5.1 GRADING & DRAINAGE PLAN 2 C5.2 GRADING SPOT SHOTS PLAN 1 C5.3 GRADING SPOT SHOTS PLAN 2 C6.0 STORMWATER SUMMARY PLAN C6.1 STORMWATER CALCULATIONS C6.2 STORMWATER MANAGEMENT PLAN 1 C6.3 STORMWATER MANAGEMENT PLAN 2 C6.4 UNDERGROUND DETENTION DETAILS - SWM1 C6.5 UNDERGROUND DETENTION DETAILS - SWM2 C7.0 STORM & UTILITY PROFILES 1 C7.1 STORM & UTILITY PROFILES 2 L1.0 SITE KEYNOTE L1.1 SITE PLANTING TREES L1.2 SITE PLANTING GROUND & SHRUBS L3.0 TYPICAL SITE DETAILS TOTAL: 33 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION :1IF-Al 0Ia1lgLY_1:ilLTA lg119 APPROVAL DATE @ 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA +WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Iopez@rnilestonepartners.co 434.245.5803 aN >> 0 O= W0 v�LU W zLiu _ OU � a Z N 3 0 v 'J CRAIG W. T. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME COVER DATE Uj Como LEGEND ROADS SEWER TRAFFIC STOP BAR S EXISTING SANITARY SEWER m® STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. S-SAN-111l PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER TTTT7 DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT g^ W PROPOSED WATER LINE PAVED DITCH R g^ W PROPOSED VALVE - JUTE MESH DITCH TF g^ W PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH T t 4} PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK GRADING . �. CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW as BOTTOM OF WALL TS as TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TIC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 1O PARKING COUNT CRITICAL SLOPES D JUNE 27, 2019 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 DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM 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 KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Albemarle County Engineering Final Plan General Notes Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . 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 unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. 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. (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 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 COURSES 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 (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. NYLOPLAST DRAIN BASIN MAINTENANCE h NvloplasteA. C0_oovt of E SYSTEMS. iec ..Tomorrows Dnirtage syelem Today Nyloplast Drain Basin Maintenance Considerations Background: The Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the frame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits flush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. DETENTION PIPE MAINTENANCE Inspection Activities Suggested Schedule • Auer several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris: clogging of the outlet structures and any pilot channels; excessive erosion: sediment accumulation in the basin and inlet/outlet structures. tree growth on dam or embankment; the presence of burrowing animals; standing water where there should be �: IIII .I Il:ni.l I none; vigor and density of the grass turf on the basin side slopes and floor: differential settlement: cracking: leakage: and slope stability. • Inspect that the outlet structures, pipes, and dowmstrcam and pilot channels arc free of debris and are operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annuall% • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed egend v yyo Oy CSA Hydrant S� salience, Ownership zd5 Not In service, ACSA Owned Not In service, Private Ownershi \ c,6� �- ♦ In service, Private Ownership as 556 \/ OZJr / �$61 * In Service, ACSA Owned , `7. 205 ACSA Fire Line SA Water Main 536 tlliry, Type _ t Potable Water Raw Water Static Residual Hydrant r I I f Or I-. Flow Hydrant e- L9 euttedrererencel«atieneny This prefoutls not Intended for any crown use than for Preliminary N '1, 1 � ,ring erg 9erre211a each purposes. The unions snow on this map are belie al to b, accurate. Alllim ar6 ccent utilp ungovwmems croon system changes mar nave Men updated since the umemmis"Reareforse Astor soureaeon of ropprawal ereaovs.«any shall liet Wwas al fo the w E Service Auth6rlty :i¢fumes.properolines ordondtm iswrger recreation Myand SnellnMMemif«n 9n, mMFiMtim, orwnsttusdon of Impw,meMs tD rezl Prou,W orrorM1zd vlsln Mt,rmin^on. S confused Jer 0Conapxvie.of ,.n. a. <_� Aetldimagery mcamm�mceelm mrhgmia o sun 120 180 24Sdmg•Cam ig Portrays, Data ProperWAIDDo ryNAlMmaFna Feet SASt ACaft MMNDY20W AlbemadeC•udy Date of Report ServiceAuth�rity Hydrant Flow 10/16/2019 Test Report h;n.,.m hp ur.w cr.,h,«tew•e.vA awn trng,gn�mh Location LAMBS LN Date and Time of Test 10/16/2019 10:53:00 AM Minutes of Flow 2 Pipe Size (Inches) 8 67essure Hydrant 11653 Static Pressure (psi) 106 Residual Pressure (psi) 91 L1 Q20 Looped Ll Q20 Multiple Inline Hydrants 0 Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 11654 Pitot Pressure #1(psi) 53 Yellow 1 0 Test Flow 1 1223 Flow Hydrant#2 Pitot Pressure #2 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Cl Test Flow 3 0 Total Estimated Flow (gpm) 1223 I,AW WA Q20 Calculation (gpm) 3140 tin, value In QZO Indicates he umclent pressure drop for Q2D OR a sole sprinkler testi Comments Hydrants opened all the way ror method of calculating pilot now with a red Pollard diffuser see ea 13, walau and Lutes article 1990 Journal Mamgeme a and Operators AsAW For yellow Pollard dnfusers, a ben rn third under pupnombl equation 0 the Pollard now vs.ptat Pressure gauges .,ad. Estimated Consumption (gal) 2446 For use for water audit Signature of Tester: r HMR YFU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS IlopezQmilestonepartners.co 434.245.5803 CN OC D O O W 2 • • t] W Li" 2 � O � U a Z 0 O i`iT 0 y O tr-� k.) CRAIG W. J. KOTARSKI y Lic. No. 0402048507 _1t 02-05-21etl PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 1 C100 HMR Yfu 2 x 6 RAIL 4 x 4 METAL POST UNLESS (TYP.) ON p�ANISE NOTED 1 x 6 TRIMMER 3'-0" I �1 x 6 SIDING CONC STONE—= T-O" 1 1x6CAP T-0" 1 x 6 TRIMMEI —( ►— 12 2 x 4 RAILS POST ELEVATION OUTSIDE ELEVATION 3 SIDES 2x4 SS BRACE 2 x 4 FRAME II� lihm-immil INSIDE ELEVATION 3 SIDES NOTE: ALL LUMBER SHALL BE PRESSURE TREATED. DUMPSTER ENCLOSURE DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN /LOCATION (VAN) LOCATION (TYP.) 1!/ J PAINTED u 18' 18, PER 2 /o MAX. VDOT I 8' 1 6 I 8' 8 �81 TYPICAL I VAN ACCESSIBLE ACCESSIBLE ' HANDICAP SPACES No Scale SIGNAGE NOTES: `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 4�� REGULAR SPACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24 STOP T P CD(TYP ) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 2 f� 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL 1 x 6 CAP 1x4CAP , ---j-3" CASTER INSIDE GATE VIEW 1 x 4 CAP OVER 1/4" SAG ROD DOORS ONLY 18,-0„ WITH TURNBUCKLE 6" HASP METAL INSPECTION FRAME W/ SOLID LID 1, EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) 6' 2' 2' 2' 6' 2' 2' 2' 3" CONCRETE COLLAR BOLLARD (TYP.) CRUSHED STONE BEDDING 4 x 4 METAL POST (TYP.) 6" DI CLEANOUT x 6 METAL POSTS 6' PLUG AT END OF LINE 1 12- A", STR HINGE AP 9 (TYP.) 12" CANE BOLTS --- OUTSIDE GATE VIEW EXISTING PAVEME F d NOTE: PROPOSED J SAWCUTTHROUGH U EX.SURFACE PAVEMENT MUST TIE COURSE IN WITH EXISTING w &REMOVE PAVEMENT PAVEMENT 2'MIN. 2" + \ EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale 20POSED PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 1/, HNALTY I PmT( W - $500 RE =100 - 5500 RE TOW AWAY ZONE TOW AWAY ZONE TVAN T 6' ABOVE ACC E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. SIGN STD. U POST GALVANIZED POST TO BE ADA PARKING SIGNS SIGN AND POST DETAIL No Scale No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. a .. CONCRETE SIDEWALK PAVEMENT SECTION No Scale CLEANOUT DETAIL No Scale R= ia" CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX =r . OF 30', WITH PREMOLDED ;. EXPANSION FILLER CONC. WALK r, a.a < er. \. • n a p. 6 .•A ..f f.. a. a COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale 7-1/2" ANCHOR WITH'/g" R�.,n IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 4" 21-B STONE GTH 0.5' FROM EP d a d. 1 e d 6 �7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK a. "a EP/ FC 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 2„ 2„ R a, CONIC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE x 3„ 4„ � a 1„ R COMPACTED j d a .. d d 7" SUBGRADE j/ o ° a 4' 4 CONTINUE 21 B STONE 4" MIN. D BASE FROM ADJACEN- PAVEMENT SECTION UNDER CURB 1,611 7" 2'-0" VDOT STANDARD CG-7 CURB & GUTTER No Scale 2" R COMPACTED SUBGRADE -\ 1 T 4" MIN. CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE d Q ' d 7, d o Q ° 4 d. 4.4 0 CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION 777\/I UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale --- -- - -- 4„ _.. VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale `THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DETH IS TO BE 18" AS SHOWN. 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) D. 11-0 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale ^" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE C= DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 6" TYPE 21A STONE COVER /\\ /' COMPACTED SUBGRADE CBR 11.2 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS IlopezQmileslonepartners.co 434.245.5803 CL N 1% O 2 0 2 rI Lu W • Z W x • O � U a Z N O > CRAIG W J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 2 C 1 0 1 MI 3B, 3C E%PI EXPASION KEYED CONST. BARS JOINT Be m BAR 2, I SIF •. � 11 II`� 6•MIN. PLAN SECTION A -A MAX. ('A q HAR' KEYED WHIST. JOINT L-VARVBLE - MA%. 20' •-1 WARPED L 2GUTTER =0"_ IB' T-11" � B B„ -0" 2" BARS A APPROACH iV GUTTER w N m FWEE ___________S BARS P BARS E �B" IIIETEI BARS E P HOLE FRONT ELEVATION e•' 1•-e•• a" BANS B (GUTTER REMOVED) 1�/P 5X:/," BENT *KATE \ SECTION B-B TYPE ANOSE DETAILSHALL BE USED WITH CG-3 • CG-7 STANDARDS�•;� L2y'XN "#/4LITYPE B NOSE DETAIL SHALL BE USED WITH CG-2 M CG-8 STAGAL D NDARDS. TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF III TO ANGLE RON AT TC-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2"X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" F-APPR.PAVEMENT 0I-3A �_ DI-3B L DI-3C L WARPED PAVEMENT x Irk - - - - - - x FLOW I/� I FLOW' 1 \/�,L/, 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGA WITHOUT GUTTER BOTH 5[ES TO BE SYMMETRICAL XVDOT CIFICATION STANDARD CURB DROP INLET REFERENCE ROAD ABRIDGE STANDARDS R AND SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • S' 233 104.09 O6/1p VIRGINIA DEPARTMENT OF TRANSPORTATION 302 O M.H. STEP TYPO o 6' O NOTE) MIN. GO' DIAMETER MANHOLE REQUIRED. 61 MANHOLE PVC CROSS 0 USEAPPROVEDFLEXIBLE RUBBER Q�OG' _ GASKETED STOP COUPLING 27' - PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY i-90• RESTRAINED HEND 3APE NT P 4' • �� // '• 4, A s' .4'r r ° • MAIN SEWER o'•'•a 4.F,4 •'• .a.°'• PIPE 10M'P7 4 PLAN PROFILE NIA, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA BUT SHALL NOT BE LESSTHAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T.S. FIG. S-1-C2 GENERAL M-1 PB , NO PROJECTION OF PIPE ABOVE GROUND LINE 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE TOP OF FILL TOP OF FILL TOP OF FILL APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE x GROUND LIME x GROUND LINE x 3. b •EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. - EE J/rrrJ //// rrr iir III-�,. y rrrrr JJJJ _ I4C� /JJ //r III-"' - r/rrrr /���rr y err CIRCULAR PIPE iN ' 11 11 rrr I'rr J EARTH -41 /fJ 0 V Jf ROCK OR J/� a EARTH 1. 0 •OUTSIDE DIAMETER OF %PE. UNYIELDING 2. d - INSIDE DUMETER OF PIPE. of N o i� N 7 SOIL c o \ BEDDING 3. X - WIDTH OF CLASS I BACI(FILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. - _ - MATERIAL -_ 3' X . 12" WHERE B IS LESS THAN 36". =1 J X . 19" WHERE B IS 36" AND GREATER. MIN. MIN. 1/10 D I 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR MIN. 1/10 D X D % BEDDING MATERIAL 1/10 D X D X BEDDING MATERIAL X D X NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) %" PER TOF H 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. MIN.8",MAX'24" FOUNDATION SOFT, YIELDING, OR 5. REGULAR BMNFILL MATERVL MAY BE USED IN LIEU OF CLASS BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30. NO NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL LESS IN DIAMETER WITH HEIGHT OF COVER 151OR LESS. 6. BEDDING MATERML " CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. MIN. 1.5 x D MIN. 1.5 x O MIN. 1.5 x D MIN. 1.5 x D MN. 1 MIN. 1.5 x D ELLIPTICAL PIPE TOP OF FILL TOP OF FILL 4 TOP OF FILL- !. 51 OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 • INSIDE SPAN DIMENSION OF PIPE. x x 3. R OUTSIDE RISE DIMENSION OF PPE. - :. rrrrr/r JNJ//r - _ J/JJr/ /rJJJJ -rrr/JrrJJJJJJ rrJJrJJJ/rrrX - 4. X -WIDTH CLASS I LE MATERIAL BEYOND THE EXTREMITY OF THE PIPE. - :• rJJJJ JJJJJ ..•:�:•: r - •rrr •::::. ' -_ :•::: :v:•i:•:•:• - :. rrrr) Jrrr .•.•.•::.•.• - ii:titi : � rrr Jrr :.•:.•.•:: • rrrrrrrrrrrrJ rrrrrrrrJJrrr - � JJrrrrrrJJ/ : rrJrrJJJJJJ - S2 IS X - 12" WHERE S IS LESS THAN 38". 12 X - 1ED WHERE Si IS 36" AND GREATER :.>, I JJ :•::•::: •. __ ♦• rrr r .; •••L ' - / d ;:;:;:ti;:;: GROUND ry � ...:. - _ ? ::; rr rr :•:::•;:•;:• . r ,.,. GRQUND =rrr/rrrrJJ 'NJrrJJJJr : = r////JJJr 0 }/rrrrrJJir _GROUND 5. MERE DIRECTED U 4E ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 38" OR •.• LINE o ••0 _ o ;•: LINE o N - I -LINE I LESS AND HEIGHT OF COVER 15'OR LESS. ICI � �••��•�•• v �- 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BMKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND - ? EARTH I -ROCK -I HEIGHT OF COVER 15'OR LESS. OR MIN. 1/10 D - MIN. 1/10 0 % D X BEDDING MATERIAL UNYIELDING _ _ II OFEH X D % SqL ?-r-iirur - MIN. 1/10D BEDDING r EARTH PIPE ARCH MIN. B", BEDDING MI MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR 1. S - SPAN DIMENSION OF PPE. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 2. R •RISE DIMENSION OF PIPE. BEDDNG MATERIAL IN ACCORDANCE WITH EMBANKMENT ® SECTION 302 OF THE ROM AND BRIDGE NOTES: 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BMKFILL MATERIAL IN ACCORDANCE I' •r:: SEE INSTALATION OF PIPE CULVERTS x - 18" WHERE 52 b 36" AND GREATER WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES 5. WDIRECTED BY THE ENGINEM.BEDDING MATERIAL MAY BE ELIMINATED FOR HEIE SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. FOR ALL OTHER PIPE REGULAR BMK%LL MATERIAL I FOR PLASTIC PIPE : I CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS BACKFILL MATERIAL FOR OVER PIPE AND 6" REGULAR BMKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE N ATION FOR OUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND 12" OF CLASS I B CK FILLUSED IN PLACE OF CLASS I BMKFILL. L302TOFIATHE HALL jPESS EKNO -OR LESS.NR MCORDANCE ROAD AND BRIDGE SPECIFICATIONS. SPECIFICATM" INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES 1VCX7T ROM AND BRIDGE or wool ROAD ANDBRIDGE STANDARDS INSTALL. OF OF (PIPE ECULVERTS 15AND IN THE SEWERS CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" SPECIFICATION REFERENCE REVISION DATE SHEET 1 OF 1 HEFT OF SHEET 1 OF 4 REVISION DATE 302 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 07119 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 1B7.BB 107.01 A R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP ST-1 N4 GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL •4 REINFORCING ROD TYPICAL SECTION SEE STAAIIRAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MI-1 FRAME •COVER NOTE: THE TOP OF MASONRY IS BE LEFT MI SUFFICIENTLY LOW TPERMIT PROPER ADJUSTMENT COVER MODD F TO AR O CRIME BY THE USE OF MORTAR OR E ' BRICK AS ORECTED BY THE ENGINEER. a %.. T-O„ 6 L IU o rc u� •• FIAT SLAB TOP AS DETAILED ON STANDARD MAY B' SUBSTITUTEDOR TAPERED O EN BY SECTION AR NOTES: STEPS WILL BE REWIRED IN ALL STRUCTURES WITH A DEPTH OF ~ 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. / ALL STEPS SHALL PROTRUDE 4:/2' FROM INSIDE FADE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SNALF WITHSTAND A MINIMUM! FORCE OF 300 POUNDS WHEN p, EXTENDED 4/2' FROM THE FACE OF THE SUPPORT. B61 STEPS AM TO BE VERTICALLY ALKTED AND UNIFORMALY SPACED TD FOR THE ENTIRE DEPTH OF ANY STRUCTURE. ' 0 IN PRECAST UNITS STEPS MAY BE CAST IN PLACE MI NTO HOLES PROVIDED BY THE FABRICATOR. OR DIINEN.EN. $ NF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR NATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRODDED THEY MEET - THE MINIMUM REQUIREMENTS SHOWN HEREON AD THE N a CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AD HAS 0'b' RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE - m OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SUP -RESISTANT "aj SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH • ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE ASBESTOS FILLED ALUMNUM PIGMENTED COATING UC CRMNG TO FEDERAL SPECIFICATION TC-C-00498A. TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION HALF PLAN VIEW T C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 510. 3'8' 2' 3'1' S'0' 'B' 3' 5' MIN, 4' 5' MIN. 12' MIN. 6, Mjlq GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. i B i r DOOR HINGES I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - VARIES TYPICAL METER VAULT N.T.S. FIG. W-7A VAF VATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS MH-1 FE-CL TOP AND BOTTOM SELVAGE TO BE TENSION WIRE •7 BARBED. GALVANIZED COIL WIRE STRETCHED `GROUND LINE POST LINE I 111912 YM3liF.��Er�_ Aw %/// IEEIE�EEIEEI W mom DU METER 4'-8"+Cl z WALL TNICII ESS) ' SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.755 1.699 8 0.9 0.785 1.961 7 1.0 0.755 2.2z3 a 1.2 O.7B5 2.485 9 1.4 0.765 2.747 10 1.6 0,755 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 77 2.5 0.970 4.179 RI 2.E 0971 4.541 75 3.1 0f. 4.903 18 3.4 1 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE QUIMITES. 2. A BASE THICKNESS OF 9• WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. S. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 511. OTHER THICKNESSES ARE TO CONFORM SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH VE BOX TO METER BOX (SEE FIG. W-I THRU W-7E). � I ` 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATEVALVE WILLBE4" UNLESS OT14ERWISE SPECIFIED BYTHEACSA. • SERVICE UNE TO CONNECT AT MAIN WITH X"0 TEE. • REFER TO FIG. W-3 FOR TH RUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 250D P.S.I. CONCRETE. END/CORNER P 10--0- CONCRETE FOOTING LARGE METER SERVICE LINE NTS FIG. W-6C NOTES: SEE GENERA NOTES -FENCING FOR ADDITIONAL DETAILS IS 1 CH FENCE FABRIC AND INSTRUCTIONS 'ENSIGN WIRE WITH RINGS APPROX. A MOISTURE -EXCLUDING CM IS REQUIRED ON TUBULAR C-C POSTS. -SILL + 1.. MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. CORNER BRACE - TO BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15. OR MORE. LINE BRACE - TO BE USED WHEN VERTICAL ALIGNMENT *11 GAUGE X T' CHANGES 15' OR MORE BEVELED GAL- - END/ CORNER POSTS SHALL BE USED WITH ALL LINE VNNIZEO STEEL 9 AND CORNER BRACES BAND WITH a BRACES SHALL BE INSTALLED HALF THE HEIGHT ABOVE THE SOLT M MIT. GROUND LINE OF THE POST WHEN A TOP RAIL IS USED, OR 'END/CORM:R TWO THIRDS THE HEIGHT ABOVE THE GROUND LINE WHEN A POST TENSION WIRE IS USED IN LIEU OF A TOP RAIL. CHAN LINK FENCE GREATER THAN 6 FEET IN HEIGHTAL SHALL BE SUBMITTED TO THE STANDARDS M SPECIAL DESIGN SECTION FOR APPROVAL. I GATE POST p' MIN. O.O. / ,r GATE POST POST TYPE MINIMUM PIPE SIZES O.D. LINE POST 2.375" END/CORNER POST 2.875" GATE POST (SINGLE SWING) w < Eft. 2.875" GATE POST (SINGLE SWING) W I Eft. 4.00" GATE POST (DOUBLE SWING) 2.875" BRACE 1.66" GATE FRAME 1.90" GATE GROUND LINE IOTINGTE SINGLE SWING GATE TO WALL THICKNESS SHOWN FOR m-mum ar, ni Dci mccm cm. ca CONCRETE. - CONCRETE ;¢" MIN. FOOTING ROUND ROD' PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NOTE: HYDRANT MUST BE o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT EQUIPPED NTH CHARLOTTES - TO HIGHWAY DEPARTMENT APPROVAL. VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' a 'ti�Nl�, V�;N. � 18"-22" o �I�tIva;yr'I> VALVE BOX 7 CU. FT. /� ADJUSTABLE TRAFFIC RATED #68 STONE VALVE BOX W/ LID u 42"MIN ma's.' 6" GATE ° VALVE M.J. GATE VALVE 1'l'6113a1E�� � 7_�tct� 2500 P.S.I. CONCRETE b' n 2'x 2' BEARING AREA. THRUST BLOCK q a. G Q G G o a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVA71ON OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29 Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 7P `700"" SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I2�V SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET PPE =CTION A -A IF TREATMENT IN DROP INLETS ' . ��] SLOPE TO DRAIN TOUTIET PIPE OF A 6" X 6„ TEE 2500 P.S.I. CONCRETE " BASE AND THRUST ; '{•':7;:' i '1 ° ` BLOCK AGAINST °I ' �'1` P. ` UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS liopez@milestonepartners.co 434.245.5803 N O ® 0 r � 2 0 W zW 2 � O � U a z U) w 3 O REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3611MIN LARGER THAN 5" IN ANY DIMENSION " 74'_"L I GxY 24"MI INTIAL BACKFILL* i� 8"MILN 6" LIFTS)` EMBEDMENT THOROUGHLY COMPACTED u cI(AIGw T. x(xrATLsxI BY HAND OR APPROVED SPRING PIPE MECHANICAL TAMPER Lic. No. 0402048507 AUNCHING 02-05 21N0. 68 STONE EDDING 6" max� 4 minOUNDATION (SHALL BEEQUIRED WHEN SOIL ONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 05 BARS a B" C-C TYP. 14 I I -I 30" DIAMETER I I I I I I I I I I I• I I I A STRUCTURE SIZE AND WALL THICKNESS VARES SECTION A -A SECTION B-B NOTES; 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AID DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT BATTY SUBS SHALL BE IF TO IT WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHILL NOT BE LOCATED BELOW ANY !LET PIPE OF 30" DMAETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 0 5 BIAS 0 8" C-C TYR 4. SAFETY SLAB MAY BE CASTHN-PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). RECAST CONCRETE IS TO BE A4 (4000 PSD. REINFORCING 6. ALL CONCRETE TO BE CLASS M. ALTERNATE ANCHOR OE VICES I� - LL. '11 M •••� .......... ........,,"•� -• ~- ,...,..,.-N...,.... _ I - ' a I STEEL TO BE N ACCORDANCE WITH A/SHTO M31. •. ,r .��^. %�. ,i :,i.. � �. *.�.. 7. WHEN MECFED ON PLANS THE MAY BE USED IN LIEU OF SETTING POST IN CONCRETE. I OEiAlS OF AVERT SHARING AR SHOWN HEREON ARE FOR E%PMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHARED -� 5. ACCESS OPENINGS MAY BE 30" OW.ETER OR 3D' SNARE. WHEN STRUCTURE WIDTH IS INVERT 6 TO BE SHAPED N VAR. 10',12'.14' DEVICES SHOWN ARE TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING ATO PLACING REPRESENTATIONAL ONLY. .MIUTIU, 12" CONFNNNRATION AND FLOW LIMES. �d.�d�-���A CONFIGURATION TI SECTION B-B 30" LONG) ALDEDT TO THE SHAPING iS ATO BE INCIDENTAL BD SEE GENERAL NOTES. "``����•••• DOUBLE SWING GATE PLAN TYPICAL PRECAST UNIT PRICE FOR THE STRUCTURE. ALTERNATE ANCHOR (TO BE USED WHERE SWINGING CLEARANCE IS LIMITED) METHOD OF TREATMENT IN MANHOLES DEVICES �VDOT SPECIFICATION XVDCIT `VIDOT SPECIFICATION XVDOT SPECIFICATION `VpQT SPECPIGATKN REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND STANDARDS ROAD AND BRIDGE STANDARDS STANDARD FENCE REFERENCE ROM AD BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE ROAD AMID BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE ROM AND BRIDGE STANDARDS MANHOLE & INLET INVERTS MANHOLES AND JUNCTION BOXES REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET 1 q: 5 SHEET 1 OF 1 REVISION DATE CHAIN LINK 262 SHEET 1 OF 1 REVISION GATE SHEET 1 OF 1 REVISION DATE 302 VIRGIMA DEPARTMENT OF TRANSPORTATION 302 302 N16.09 108.01 5T 4 7/11 VIRGNIA DEPARTMENT OF TRANSPORTATION 507 708.08 VIRGINIA DEPARTMENT OF TRANSPORTATION D6,14 VIRGIMA DEPARTMENT OF TRANSPORTATION PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 3 C1n2 HMR Yfu (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS'TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"- 12"FOR CORRUGATED HDPE (ADS N-17MANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (5) ADAPTER ANGLES ARABLE 0'-361 ACCORDINGTO PLANS 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN. BASED ON MANUFACTURING REQ.) 4' MIN GRATEOPTIONS LOADRATING PARTDRAWING# PEDESTRIAN MEETS H-10 7001-1102= STANDARD MEETS H-20 7001-110.208 SOLID COVER MEETS H-20 7001-910204 PEDESTRIAN BRONZE NA 7001-116205 DOME WA 7001-110.206T001-110.021 NYLOPLAST 15" DRAIN BASIN: 2815AG X (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE O° 360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4"- 15"FOR CORRUGATED HDPE (ADS N-124UANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7450A5, 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A535 GRADE 7050-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 -FRAMES SHALL BE DUCTILE IRON PER ASRA A536 GRADE 70.5005 WITH THE EXCEPTION OF THE BRONZE GRATE. 2 -FRAMES SHALL BE DUCTILE IRON MR ASTM P636 GRADE 705905 THIS PRINT DISCLOSES SUBJECT MITER IN WHICH NYLOPLASTHAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFV GA30518 MANUFACTURED ETACCORDING TO PEAT DETAILS. 3- DRAIN RISERSBASINRE NE BEDCUSTOM FOR RISERS ARE NEEDED FOR BASINS OVER84'DUETOSHIPHNG RESTRICTIONS. IN N 1-11 SEE DRAWING 0](p 0065 4 -DRAINAGE CONNECTION STAB JOINT TIGHTNESS SHALL CONFORMTO ASTM D3212 FOR CORRUGATED HDPE (ADS N171HANCOR DUAL WALL), N-12 HP,&PVC SEWER. 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 3800. TODETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.1 W12. OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR TECHNICAL THIS SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF MY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FRnM NYLOPIAST. __-- DATE OY29.06 PHN (r70)932-2413 7�T FAX (no) Nylo last ✓ vnnv.nyloplasl-us.wm 3-DRAIN BASIN TO BE CUSTOM MANUFACTUREDACCORDINGTO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W WE TO SHIPPING RESTRICTIONS. SEE DRAWING N 1-11 0-005 S G O700 TUB 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHAM CONFORM TO HDPE (ADS N-1TMPNOUROVAL WPLL), N-12 HP,&PVI: SEWER N-12ASTMD3212P,& PVC 5- ADAPTERS CAN BE MOUNTED ON MY MOLE O' TO 3W. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.. 7001-110012. REVISED BY NON �� 0Y111fi PROJECT NO,HAME T1RE 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DWGSME A SCALE 1:20 SHEET IOF1 DWG NO. 7001-110-189 REV E NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE ACCORDING TO MANUFACTURER PLANS/TAKE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C9D5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 12'-30' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-6005. 2 - 12' - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7D5005. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N121HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4--3F). 5 -ADAPTERS CAN BE MOUNTED 0' TO 3OV. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. 6. 12.24' PEDESTRIAN GRATES SHALL MEET H70 LOAD RATING. 30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING NO. 70DI .110-144 FOR H-20 TRAFFIC LOAD GUIDELINES). 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (6)ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLE ING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 4' MIN ON 12'- 24' ACCORDING TO PLANS 6'MIN ON 30"836" (6- MIN. ON 12'-24', 10"MIN. ON 30" & 12" MIN. ON 36' *. BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 12'- 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30513 OR POSSESSION OF THIS PRIM GOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR DATE 4.20-07 PVC PHN 770 932-2M3 ( 1 FAX 0 932-2490 N to last m) TECHNICAL HEROIN NRINT y www.n IR laa4us.c Y P REVISED BY NON PROJECT NO. NAME TITLE REPRODUCTION OF THI3 PRINT OR ANY INFORMATION OF THISO CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06.12-18 DRAIN BASIN WITH PEDESTRIAN GRATE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET 10F7 DWG NO. 7001-110.283 REV E PERMISSION FROM NYLOPLAST. "13anODAST (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE 8' TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MANUFACTURING REQ.) 4' MIN GRATE OPTIONS LOAD RATING PARTDRAWING# PEDESTRIAN MEETS H10 7001-11D207 STANDARD MEETS H-20 SOLID COVER MEETS HIO ]001-110.209 PEDESTRIAN BRONZE WA 1 7001110-DOME WA 7001-110211 DROP IN GRATE LIGHT OIIIY 7001-110.079 S PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERAL 3130 VERONA AVE OPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 POSSESSION OF THIS PRINT DOES NOT CONFER, DATE ll 06 30 PHN 17101932.2W MEER OR LICENSE THE USE OF THE DESIGN OR lvyloplast FAX (no)9U.2490 IHNICAL INFORMATION SHOWN HEREIN REVISED BY WIN PROJECT NO.INAME FA 'RODUCTION OF THIS PRINTORANY INFORMATION TITLE TTAINED HEREIN, OR MANUFACTURE OEM 'ICLE DATE 0Y%16 151N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL HEREFROM, FOR THE DISCLOSURE TO OTHERS ORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A ISCALE 1:25 SHEET 1OF1 DWG NO. 7001-110-190 REV E NYLOPLAST DRAIN BASIN WITH STANDARD GRATE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER REQ. SAME AS MIN. SUMP) ANGLES VARIABLE 0°-3N ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 36' FOR CORRUGATED HDPE (ADS N-121HMOOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8'. V STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005. 2 - 12'.3V FRAMES SHALL BE DUCTILE IRON PER ASTM A636 GRADE 70,%06. B' & W STANDARD GRATES FIT DIRECTLY ONTO DRMN BASINS WITH THE USE OFA PVC BODY TOP. SEE DRAWING NO.70OMM-045. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-11D-065. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WAIL), N-12 HP, & PVC SEWER (4--W). 5 - ADAPTERS CAN BE MOUNTED ON ANYANGLE V TO 300'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70DI-I10012. B . 12'. 30' STANDARD GRATES SHALL MEET Ha LOAD RATING. 7 - 8' & TO- STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 4' MIN ON 8"- 24" (3) VARIABLE SUMP DEPTH 6" MIN ON 30' & 36" ACCORDING TO PLANS (6" MIN.ON 8"-24',10' MIN. ON 30" & 12"MIN. ON 36" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8'-36- CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. JISYAUJEBSUWELIMI111EH I MRAWN MY LOU MATERULL iliV YLRUMA AYE HAS PROPRIETARY RIGHTS. THE RECEIPT RECEIPT BUFORD GA 30518 SION OF THIS PRINT DOES NOT CONFER OR LICENSE THE USE OF THE DESIGN OR GATE 1-23-06 " NO*ast PHN 770 932-2443 ( 1 FAX 0 932-2490 m) HEREIN LION NRINT REVISED BY NMH PROJECT NOJNAME www.n IR laet.us.c, y P OF THISO 'ION OF THIB PRINT OR ANY INFORMATION TITLE HEREIN, OR MANUFACTURE OF ANY DATE 06-12.18 DRAIN BASIN WITH STANDARD GRATE REFROM, FORTHE DISOWURETO OTHERS QUICK SPEC INSTALLATION DETAIL :N, EXCEPT BY SPECIFIC WRITTEN FROM NYLOPLAST. mlln LAST DING SIZE A SCALE 1:40 SHEET 10F1 DWG NO. 7001.110.144 REV J 4"MINC 6" MIN DRAIN BASIN (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NON TRAFFIC INSTALLATION ..� „RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN ER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THISPRINTDISCLOSES WHICH MATS. DRAWNBY CJA NATERAL 31M WROMAW HAS THE PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA30518 IO ORPO POSSESSION OR POSSESSION OF THIS PRIM DOES NOT CONFER Tno) OR LICENSE THE SE OHEREIN F THE DESIGN OR DATE 9.30.99 Nylo last PHN (/10) 932.2W 932-2490 w . ECHNICAL INFORMATION SHSFER OWN REVISED BY NMH PROJECT NO.NAME yloplest us.wm REPRODUCTION OF THIS PRINTO2ANV INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OEM DATE Obi1-06 DRAIN BASIN &INLINE DRAIN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN om.nomnu corn..-nu.c. __......__._ DWG SIZE A I SCALE 1:25 SHEET IOF1 DWG NO. 7001-110-111 REV E NYLOPLAST DRAIN BASIN WITH SOLID COVER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: V-36"FORCORRUGATEDHDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX SCH 40), PVC C900/C9D5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8' -30' SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12'-30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. B' & 1P SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF APVCBODYTOP. SEE DRAWING NO.7001-110045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDINGTO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER&'DUE TOSHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110065. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N121WANCOR DUAL WALL), N-12 HP, & PVC SEWER (4--3F). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7DO1-110012. 6. 12'.30' SOLID COVERS SHALL MEET H2O LOAD RATING. 7 - 8' & 10' SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDEUNE 8" MIN THICKNESS GUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5)ANADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE G DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLE 0°-38V TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS (3) VARIABLE SUMP DEPTH 4" MIN ON 8'-24" ACCORDING TO PLANS 6'MIN ON 30"836' (6'MIN.ON8"-24",10"MIN.ON30" & 12"MIN. ON 36" BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 8"- 36. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INib PHINI UISLLWW 5UlJJhUPROPRIETARY MAT.TH DRAWN BY LOU MATERIAL iIJY YERUnA AYE RECEIPT HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GA 30518 ORPONYLOPLASTPOSSESSION OF ORNSFER, NCENSE DATE 0&iM7 PHN 770 932-2M3 ( 1 THE DESIGN TRANSFER Olt LICENSE THE USE OF THE DESIGN OR ORHEPRINT USE ` FAX 0 932-2490 N to ast m) HEROIN NRINT REVISED BY NON PROJECT NO.NAME MNN.n IR last-ua.com y Y P RECHNIDUCTION OF THIS REPRODUCTION OF THI3 PRINT OR ANY INFORMATION O TITLE CONTAINED HEREIN, OR MANUFACTURE OF AN V pp� 1M.12-18 DRAIN BASIN WITH SOLID COVER ARTICLE HEREFROM, FOR THE DISCLOSURE TOOTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 4No1S maRASrDi SIZE A SCALE 1:40 SHEET IOF1 DWG NO. 7001-110.298 REV E © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 N D O2 0 ® 0 r • W W 2 O U Z 3 O �i, CRRTG W J. KUFARSKI Lic. No. 0402048507 02-05-21.4�, PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 4 Clm3 1�s BIRDHOUSE ` \ \ �\ II FFCIT/ % P / La0N\C. BASE I LS CqA /9 ('I BUSHO ; I I 1 , I ; I , 1 I I\ \ \ `\ \, \, ' '1 \ \\ ��_ DREYFUS kz� I I I 1 GP / / G\RITICF�L I \ \ \ 1 U I 1 1 r 1 C0 SLPPES(TYPI) I _ / / CHAINLINK / 2020 BUSHMAN DREYFUS ARCHITECTS PC Ep I FENCE 9P PAVED ENT,! O , \ \ / I (N B E \ 3' (W) METAL DOOR TRANSITION \ I I (r 4' (H) t �G- - C \ 10' X 18' FfFAME SHED CHILLER ON � w I \G I I 4.25'X3.15'PAD / 4Q G Q \ / ARCHITECT \ / \ / \ / , \ I I / BUSHMAN DREYFUS ARCHITECTS PC \ 3' W METAL DOORS 2 \4 \\ \ \\ t I / , // / 1 1 UG// I LANDSCAPE TT CT O'SHEA+WI SON SEWORKS CO/l✓C. 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No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE DEMOLITION PLAN 2 C2m4 HMR YFU EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES BOTH THE DEMOLITION OF THE EXISTING DRIVER'S EDUCATION COURSE AND THE CONSTRUCTION OF A COMMUNITY CENTER, SPORTS FIELDS, AND ASSOCIATED PARKING, UTILITIES & LANDSCAPING. THE TOTAL LIMITS OF CLEARING AND GRADING FOR THE PROJECT ARE 5.10 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY JACK JOUETT MIDDLE SCHOOL TO THE NORTH, A SPECIAL EDUCATION SCHOOL AND WOODED PROPERTY TO THE SOUTH, AND VACANT WOODED PROPERTY TO THE EAST AND WEST. EXISTING SITE CONDITIONS THE EXISTING SITE IS A DRIVER'S EDUCATION TRAINING LOT. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED E&SC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 WILL BE STABILIZED WITH BLANKET MATTING. 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 UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. 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. 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 BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN 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. 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 IMMEDIATELY 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 (SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION) 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 ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL SAFETY FENCE, CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS. 4. INSTALL DIVERSION DIKES & INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. BEGIN ROUGH GRADING PROJECT AREA AND EXCAVATING LOWER LEVEL BUILDING FOOTPRINT AS SHOWN ON SHEET C3.3. STOCKPILE CUT MATERIAL FROM BUILDING FOOTPRINT IN FUTURE FILL AREAS OF SITE. 2. ADJUST ALL DIVERSION DITCHES AS NECESSARY TO PREVENT SILT/SEDIMENT FROM LEAVING THE SITE. 3. INSTALL PROPOSED STORMWATER INLETS AND PIPING AS SHOWN ON SHEET C3.3. INSTALL INLET PROTECTION AS SHOWN ON PHASE II PLAN. ALL STORMWATER PIPING AND STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E8S INSPECTOR. 4. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE III 1. INSTALL PROPOSED STORMWATER INLETS, PIPING, AND DETENTION SYSTEMS. INSTALL INLET PROTECTION AS SHOWN ON PHASE III PLAN. ALL STORMWATER PIPING AND 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. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. APPLY SOIL STABILIZATION BLANKETS FOR ALL SLOPES THAT EXCEED 3: 1. 3. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAPS HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAPS. CONTRACTOR SHALL INSTALL SILT FENCE ALONG THE TOE OF ALL DISTURBED SLOPES PRIOR TO THE REMOVAL OF SEDIMENT TRAPS AND ENSURE IT IS IN GOOD CONDITION AT ALL TIMES. APPLY PERMANENT SOIL STABILIZATION AND STABILIZATION BLANKETS AS REQUIRED. 4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E8S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. 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 MATERIAL 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 MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS 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 BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-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. 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. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: COUNTY OF ALBEMARLE Department of Community Development �IRGR`nP Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stonnwater facilities (reference Water Protection Ordinance 17422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. 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. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofrlter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. CRITICAL SLOPES NOTES: 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH SURVEY RIBBON OR STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH SURVEY RIBBON OR STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 3. CONTRACTOR IS TO NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. 4. CONTRACTOR MUST MAINTAIN RIBBONS OR STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE DISTURBED NEED NOT BE MAINTAINED ONCE THESE SLOPES ARE DISTURBED. © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS IlopezQmileslonepartners.co 434.245.5803 CL N OC D O I.il. O OC �® • • G W Li" 2 OU � a Z N 3 O E 9 ': T0 0 > CRAIG W. J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, ' PROJECT NO 46423 ' GRADING, OR LAND DISTURBANCE. CHECKED BY C. KOTARSKI 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: 2C - ALBEMARLE FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES; 35 TO 60 INCHES TO PARALITHIC BEDROCK; 40 TO 60 INCHES TO LITHIC BEDROCK; WELL DRAINED; HYDROLOGIC SOIL GROUP: C. 21 D - CULPEPER FINE SANDY LOAM, 15 TO 25 PERCENT SLOPES; 40 TO 79 INCHES TO PARALITHIC BEDROCK; 40 TO 79 INCHES TO LITHIC BEDROCK; WELL DRAINED; HYDROLOGIC SOIL GROUP B. 39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES; 20 TO 40 INCHES TO LITHIC BEDROCK; EXCESSIVELY DRAINED; HYDROLOGIC SOIL GROUP B. 40E - HAZEL VERY STONY LOAM, 24 TO 45 PERCENT SLOPES; 20 TO 40 INCHES TO LITHIC BEDROCK; EXCESSIVELY DRAINED; HYDROLOGIC SOIL GROUP B. 48D - LOUISBURG VERY STONY SANDY LOAM, 15 TO 25 PERCENT SLOPES; MORE THAN 80 INCHES TO RESTRICTIVE FEATURE; WELL DRAINED, HYDROLOGIC SOIL GROUP A. 88 - UDORTHENTS, LOAMY; MORE THAN 80 INCHES TO RESTRICTIVE FEATURE DATE 02/05/2021 ID ISSUE NAME DATE EROSION & SEDIMENT NTROL NOTE & DETAILS 1 C3n0 HMR YFU SrONE I•. 70' MIN. CONSTRUCTION ACCESS 3" SV-2A ASPHALT TOP COURSE-EXIS'ING PAVFMFNT 5" M!N. 2'.A AGGREGATE BASE PROFILE STONE 70' WN. CONSIftUC11ON-ASPI-IALT PAVED ACCESS A WASHRAC:< EXIST.NC 2% 2% PAVFVENT 2% ,2' M:N.* � 1 'MUST EXrEN7 FUL_ WTSEDI IDTH OSDRAINAGE OF INGRESS AND EGRESS TO SEDIMENT OPERATION TRA-PING DEVICE PLAN --I?, VIN PO9IIVL DRAINAGL 2% TO SE7IVENT IRAIPINC D�V Cr FILTER GI_G-II- ' SECTION A -A A miimmu water tap of 1 itch must be installed with a nriminnuu 1 itch ballcocl( shutoff valve suppl)img a wash hose with a (Gauueter of 1.5 itches for adequate constant press re. Wmll water must be carried away from the entrance to am appt oved settlI area to remove sedimemt. All sedineiit shall be prevented ftonI entering storm (Irams, ditches or watefcomses. PAVED WASH RACK NO SCA-E PCE PAVED CONSTRUCTION ENTRANCE No Scale EXCAVATED DROP INLET SEDIMENT TRAP / PLOW . r 70'MIIN. EXISTING A PAVEMENT . vow.�.�.�.�.:•.:•.:•.:•.�.�.�.�.�.:•.:•.4t:��'a'tist,: .D`t t t {ltvvvvvvvvvvvvvvvv*t.tv •ix MOUNTABLE • •• • EXISTING 70' MIN. WASHRACK T 10' MIN. B OPTIONAL L 10 EXISTING 12' MIN.* MIN PAVEMENT VDOT#1 COARSE AGGREGATE B I POSIT IVE 110'MIN. *MUST EXTEND FULL WIDTH OF DRAINAGE TO J- INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. MIN. 3" MIN. FILTER CLOTH SECTION A -A r 6T l x. REINFORCED CONCRETE DRAIN SPACE SECTION B-B CE STONE CONSTRUCTION ENTRANCE No Scale TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50150 MIX OF ANNUAL RYEGRASS (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 PS (SETARIA ITALICA) 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. 3.02 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) * SEE SLOPE STABILIZATION SEED MIX TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) SLOPE I .Id'II II I(' ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. u'ti Hly WHERE THERE IS A BERM AT THE BERM TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND STEEP ANCHOR IT BEHIND THE BERM. SLOPE ON STEEP SLOPES, APPLY PROTECTIVE > COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. - BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4 TERMINATING THE INSTALLATION. TURN THE DITCH FLOW END UNDER 4" AND STAPLE " " Ix AT 12" INTERVALS. ;. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. BM SOIL STABILIZATION BLANKET (TREATMENT-1 No Scale Ak=\\� SEDIMENT -LADEN RUNOFF IN \\\ FL W AS DEPTH BELOW TOP OF * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES REQUIRED INLET MIN. 1'- MAX. 2' AS STATED BELOW: Excavated Drop Inlet Sediment Trap design 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE I TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET drainage area (acres) (<3) 1.04 POSTS. - - AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE GRAVEL CURB INLET SEDIMENT FILTER trap volumes: y. �:yJ �. J..�. 6' \�-- P y„ J , y' X NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE elevation (ft) area (so volume(cy) -� MAX.,2}.• " 548 1833 SLOPE 2:1 I � j % ' � ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF /r 549 2188 74-5 = -( �� FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL _ 550 2568 88.1 =iii j II OTHER PERIODS, USE UNHULLED SERICEA IF FLATPEA IS USED IN LIEU � WEEP LARGER _ �i )' 162.5 STORM WATER WITH HOLES PARTICLES / - � � II II-1' OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED � LARGER PARTICLES FLOW I SETTLE OUT II� - �IIt MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE Storage: REMOVED FOR _ �IIll II - storage required (cy) (134*DA) 139.4 WATDE-ERING - ~ 4- ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER bttom of excavation (ft) 548-0 DRAIN SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. top of inlet elevation 549.5 INLET - storage provided (cy) 162.5 TS 3.32 ST1 slope of wet storage sides 2-1 3 13 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE THE TRENCH.FENCE AND EXTEND IT INTO EXCAVATED SOIL. PERMANENT SEEDING MIX FOR PIEDMONT AREA GRAVEL FILTER 12 EXCAVATED DROP INLET SEDIMENT TRAP #1 No Scale RUNOFFWATER WIRE MESH FILTERED WATER NO Scale _ i i ': "r.',:• Sediment Trap designAIII -I, FLOW / / -III-I I '„a,,.•o ,al .:.. - drainage area (acres) (<3) 2.03 '- YARUBIE 1- I�II�I�- CIII illll=' trapVolumes: SEDIMENT CROWCREST OF STONE WEIR ppy COMPACTED SOIL CWD TO HAVE VDOT elevation (ft) area (so volume(cy) GROUND STANDARD EC-2 CONCRETE 533 835 CUM MATTING ON UPHILL GUTTER CURB INLET 18" MIN. ! ! ! ! SIDE 12" 534 1358 35.5 DRY STORAGE - N VAHVB E I I I I I � FLOW *GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 535 1358 45.2 � EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. t t t t ! ! 536 1658 55.9 oilII LI 537 2332 73.9 WET STORAGE FILTER FABRIC - s• Luz 538 2707 93.3 (° ^hD) SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT FLIER CLOTH ORIGINAL ZII- 303.8 ` LCL�Lv"D I- � - � WIRE=_ CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO -I= -III -III-III= 4.5' MIN. CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND ,SEE PUTE au-, LiMIbE .ca,EwTE•• cuss T RvaLP =III= -III= - UNPROTECTED AREAS. wet storage: wet storage required (cy) (67*DA) 136.0 SF 3.05-1 DD CWD 3.09-1 IP 3.07- 6 bottom of stone weir (ft) 536.0 wet storage provided at this elevation (cy) 136.6 **coarse aggregate shall be VDOT #3, #357 of #5 SILT FENCE (WITH WIRE SUPPORT) TEMPORARY DIVERSION DIKE STORMWATER INLET PROTECTION slope of wet storage sides 21 No Scale No Scale No Scale weir length (ft) (6xDA) 122 dry storage: bottom of trap elevation (ft) 533 dry storage required (cy) (67*DA) 136.0 bottom trap dimensions: 22 x 38 crest of stone weir 538.0 top of dam elevation (ft) 539 _ ERNST CONSERVATION SEEDS dry storage provided at this elevation (cy) 167.2 top width of dam (ft) 5 D�[1 MIN o RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 SILT FENCE DROP INLET PROTECTION slope of dry storage sides 2-1 top trap dimensions 46 x 62 �������� 2 X 4" WOOD DROP INLET WITH ❑�[-In an FRAME GRATE BOTANICAL NAME COMMON NAME P FRAME d PRICE/LB SEDIMENT TRAP #2 MA MAX. No Scale 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 3' 'FASTBALL RGL' 'FASTBALL RGL'/��� MIN. GATHER (TURF TYPE) I'l VARIABLE - ^ EXCESS drainage area (acres) (<3) 1.43 I I AT trap volumes: oRCNu CREST OF STONE WEIR ��� PERSPECTIVE VIEW 20.00% PHLEUMPRATENSE, TIMOTHY, 'CLIMAX' 1.20 U V CORNERS elevation (ft) area (so volume(cy) EPOUND \ a 'CLIMAX' PERSPECTIVE VIEWS 534 1121 535 1400 46.7 DRY STORAGE - VARIABLE12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 537 .5 2033 69 537 2033 69.2 _ U 10.00% AGROST/S PERENNANS, AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH- ALBANY PINE BUSH - STAKE 538 2388 81.9 WET STORAGE 4 CC .• AM%. ' NY ECOTYPE NY ECOTYPE 255.2 (IXCAVAEED) FLIER CLOTH O M1GN.A L ° C y FABRIC - LRJ I nLv. O 8.00% AGROSTISALBA REDTOP 8.00 MIN. wet storage: -SEE PUTS U.,s-, co+RSE AGGREGATE- Cp551 RP UP FA6 i,o (ARhAC wet storage required (cy) (67*DA) 95.8raLne.. 100% MIX PRICE/LB BULK: $3.61 bottom of stone weir (ft) 536.0 wet storage provided at this elevation (cy) 104.2 **coarse aggregate shall be VDOT #3, #357 of #5 W RE' SEEDING RATE: 40-60 LB PER ACRE DETAIL A slope of wet storage sides 2:1 I; NE POST FABRIC WOODLAND OPENINGS weir length (ft) (6xDA) 8.6 CONVENTIONAL 10 GROUND LINE ELEVATION OF STAKE AND FABRIC ORIENTATION d storage: bottom of try elevation ft 534_­MAX.6'METAL(T)OR ` MAX. THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR dry g p O 5' MIN. (U)POSTS BR4cING��NORETE FOOTING WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX dry storage required (cy) (67*DA) 95.8 bottom trap dimensions: 48X28 SPECIFIC APPLICATION PERSPECTIVE VIEW PERSPECTIVE VIEW FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING crest of stone weir 538.0 top of dam elevation (ft) 539 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET dry storage provided at this elevation (cy) 151.1 top width of dam (ft) 4 PLASTIC FENCE METAL FENCE ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE slope of dry storage sides 21 top trap dimensions 6BX48 THE MIX WILL NOT. TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. ST3 3.13 SF 3.10 IP 3.07-1 [SEDIMENT TRAP #3 SAFETY FENCE SLOPE STABILIZATION SEED MIX STORM DRAIN INLET PROTECTION ND Scale No Scale No Scale No Scale © 2020 BUSHMAN DREYFUS ARCHITECTS PC I ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS IlopezQmilestonepartners.co 434.245.5803 CN OC D Q 0 0 2 rI LU W zW 2 • 0 < a Z N O E Li T >� y CRAIG W. T. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE EROSION & SEDIMENT ►NTROL NOTE & DETAILS 2 C3ml EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE ■■■■� i - SOIL AREA DIVIDE —SAF U111 SAFETY FENCE 3.01 n HMR Yfu \ © 2020 BUSHMAN DREYFUS ARCHITECTS PC ■ \3230 / LIMITS OF DISTURBANCE _ I ` \ MU MULCHING 3.35 �58 / / \ NAIL \\\ `51pACRES� --- --'/ \ B/M SOIL STABILIZATION BLANKET 3.36 \ \ \ \SAF W �\ ' ' A � OWNERS REPRESENTATION TP TP — TREE PROTECTION 3.38G\ \ \ I MILESTONE PARTNERS ILI Ilopez@milestonepartners.co WASH RACK I 434.245.5803 2 I► \\ / / — UGT DC DUST CONTROL 3.39 x— * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER I / / // / (\ IP _ _ _ - �/'� �JL� X \� =iiGssi-\--- � � i 5 - -- > 7 // \\ \ v SF ' \ \ \ / — -558 DD \ / ,559 — \ SAF000e I1''/\-561 \ 562 1 I I ' W i uj X I \ \ \ ♦ \ I \ \ � � .55,? _ III ( • _ �� / - -��� / ' I 1 \ \ \ \ \ \ cSss` \ \ \ \\\\ —UGT rll I i • Q X / 551111 I \\ \�, \ \ \\ / \\ , I 1 I Z r`�\\ \ \ / / \ \ �/ I I I I ' O 0 / \ ri // , yyb \ TS \\ \ // , \� 55 I I 111 / ,\-/ \\/ I c� 1 0 SOIL TYPE: Dr $$ 5 1 J -554 / I 1\\ / //j� i / / / / r / / / _ _ _ \\ ♦ \ / ! -553 / l l l 2;vljf✓/'' ', I l� / "+?�',1.�"' r �%/ 56 / x . -552' \ ✓.�x�: l Lam' / rrr✓ .r: r:....:::::: / G / / GQ / / > CRMY W. 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J ! l:;# l l l I ' M can \ \ \ \ \- -- --__- -\\ \ \♦`\\\ \\\ \ - I \\ - �::#J 1 t / r', �'f '/ �l l / l I --_ SEDIMENT o # l r % \ Q � � / � � �� I I -\ ,r1�r .X ✓ >#J..#'%:'?:?7�% l l � / .. /� l t //;# / } I I I j I I:t;'1 I 1 I o� in � I \ \ \\ \ -`\\ Z I I y1o, x / # 1 qi TYP /� // �/" " ' '1 '\ _ ---- '\\\ CONTROL PLAN - /� \ /' S`3 g r ..• .r. .. / ,r #... , 1 / I I I / / / `�/ r'//# / I I I I I I �dl 1 I m \ \ \ 4 d / l/ Y J / PHASE 1 ® I { -' // /,//•5y'L6 SCAL 1"=30' I _ // / /, , / r, 4 1I�°'hI0 30' 60' _ \ \\- I :.C3m2 !i%!vi?i:%! / EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE RDy)HMN SOIL AREA DIVIDE FUS _—SAF —SAF SAFETY FENCE 3.01 T77TM \� \ \. ©2020 BUSHMAN DREYFUS ARCHITECTS PC I —L — I — \ \ \3230 / LIMITS OF DISTURBANCE _ I ` MU MULCHING 3.35 A58 /ACRE / \ ` AIL - \ — 5 1Q S-�_ B/M SOIL STABILIZATION BLANKET 3.36 \ \ a SAF w� OWNERS REPRESENTATION TP TP — TREE PROTECTION 3.38 MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 DC DUST CONTROL 3.39 i/ Q� / UG1� / / =!\ — _ ` _ WASH RACK ` 1 2 \\ / / I — UGT / I � — / �T / � * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER � GATE I / / (\ IP \ /cw\ =iiG oc O I / I l / 7 DD 0 SAF �1---- / CE000000 O I " � / DD 160 I I I VA\ 4 1 7 2 I 1 / I I J / ® I / / / \ " '/ / I I I \ 1 t\ �\ \\ - III I • w �/ i \ I ® JE uj / 1 \ \ l \ r \\\/'l\ `'� �\\ \ �\ `\ \ l \\ 1111 � O Q /MODIFY ANDREyvCAT / SS8 I I \ \ \\ \ / / \ / I I I ' O co / / OA / / _ _ , / DIVERSION D�KFS PER BUILDING EXCAVATION / I TS \\ \\ O� SOIL TYPE: QI / � �//J \\\ ,'' ' yy ,.>- / � `\ \r/r / // ' \ c / /�� I y � DC 1 \ \ 1 \ \ \ I \ 88 \ `�1 \ � \ \ \ \\Y / / /".� , ✓ y \ S l r \ lfxi �✓i/: ' . I /-t�1'sL� �-,Agy� 664! Vic,. .. � cxa,IGw J. xarAltsxl � DD?ri;::f:..Aek Lic.No. 0402048507 550 \ \ \ \ \ —I Z / 548 , � _\� UGT — _ - UGT = , _ _ — — — — — _ _ I / / \ ' -'' / / / / / /` _ r —564- — _-1 - �UGT — —UG x:..+• .a \ / F/ / / ®/ // l \ \ \ � / X \ / 1 1 \ r / / � 35 \ i { ::+ :: s•v.ric: � ' / \ � ` / i'' / JL` r / mow /11> l ` ` \\ \\ \ \1 1 ,I1 1 / — —/ i —J` —SA\ —\ — — \ \\ \ \ \ / I-_ - 1— ' — —\ ` \ '\ \ I \ \ / 1 /// / — — __ _<_ x // r ' ✓''..'/!!:::c:.:yi.',.!:!:..?i.us:ii.'?i:.ic1is.:e.:i::.r: i.:r:::::..:ii:ri::::�i:ii.:'::i:':%:'.r(...iP.r:::::.::..:x::.:::'::,-.:;.:'r>;':/..:.>.is i:i - —'—'/ \ :D: .. .:.:::r'..v.',::n:,<.'..::.%,v::..ra-:.,i.P.:.. .z...::•:r'®Ir.x:.v::::.:::+.; _ SF I /I I I I\ ��::/.rY'1.::�.�Ff�.:/ ........... / 11 I l ~ \ C49 l 1 B• •D F— DC— OF 1/ TS JEt ... .ic... r... ......... ALBEMARL / r.•r.,iF:,.r'i:i!'X,. r_ C 0 T ECAVATCAMPUS CLL; D Y C BOIL IN Lb R — — \ \ 1 \ \ \ 1 �� _ / EL jFF6 53 .0 '). UT\ Q / _ r / / , , , / / / M TERh4L TO 9TOGrKRIL�D IN I E 1 . . ST2 / / / / \ \ \ \ I, k..,h..... }.\ ...1.......... / FUTURE�ILLARFA3\ON-SIT .\ PROJECT NO 46423 co / / ,' / / r^/// / _EXCAVATED DROP INLET SEDIMENT TRAP - - ss / / / /„ , , / _ _ _ _ _ \ — _ _ _ / , _ /'� I P / I / / / / / \ \ \ \ \ \ \ ' \ ,1 .tl\ 1 \ \11 f \ l}IH Vt{ \ I,I CHECKED BY C. KOTARSKI (SEE SHEET C3.1 FOR DETAIL) 999t{' 1 11 P v IP — ` X I I \ \/ 1-04 ACRE DRAINAGE AREA ' . / / / / / / / ■' l ' / \ r ' — / A._,t_, �..,�,a- r.,<.../..r \ - \ \, \ \, \ \ \ \ \. \ \.r_ _ —' / \ 11 �,�h[I l,l llt1i11111` 1j. l.L. \ �, ?� / DATE 02I05/2021 DATE 07 -,, \ � .c....1v::.%F:t::rC \- EROSION & / r t :? `r , /� I I \ -\ ✓,,✓✓Y,:1,/ ,ly/ 1/ lI / Q SEDIMENT CONTROL PLAN - 4 dA:.;-:: //- �• SCAL "=40r I �— — —\— - PHASE 2 0 40' 80'.;}5...... C33 / / r ✓ / ✓ / / /JY1 / // / /� / // ). 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(n'REYFUS SAF —SAF SAFETY FENCE 3.01 © 2020 BUSHMAN DREYFUS ARCHITECTS PC CE PCE CONSTRUCTION ENTRANCE 3.02 \ \ SF SILT FENCE 3.05 \ SF XX XX SUPER SILT FENCE 3.05ARCHITECT \ \ \ \ \ BUSHMAN DREYFUS ARCHITECTS PC IP ® INLET PROTECTION 3.07 \\\ /` LANDSCAPE ARCHITECT \ , i O'SHEA+ WILSON SITEWORKS \ CIVIL ENGINEER DD DIVERSION DIKE 3.09 \\ \ TIMMONS GROUP \ STRUCTURAL ENGINEER ST SEDIMENT TRAP 3.13 DMWPV \\ MEP ENGINEER OP OUTLET PROTECTION 3.18 \\ ... 2Rw LIGHTING DESIGN R RANDY BURKETT LIGHTING DESIGN j TS TEMPORARY SEEDING 3.31 INTERIOR DESIGN GLICKMAN DESIGN STUDIO PS PERMANENT SEEDING 3.32 _ / / /\ \ \ ACOUSTICIAN — — _ _ _ _ _ — _ ACOUSTICAL CONSULTING SERVICES \ \ k30 / LIMITS OF DISTURBANCE _ \ MU MULCHING 3.35 A5 NAIL\ \ \ \ 5 1p ACRES- B/M SOIL STABILIZATION BLANKET 3.36 ASAP OWNERS REPRESENTATION TP TP — TREE PROTECTION 3.38 I \\ W \ / / / ` \\\ P � \ � �I \ \ I MILESTONE PARTNERS Ilopez@mileslonepartners.co I 434.245.5803 DC DUST CONTROL 3.39 Q� Uc- IP =_AF` * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER I ✓ / / / L— — ' _ _ _ _ W JGCw ' KIP O IP �1---- `e' \\� ;III ' • ° '00/ / r l 1 ` VA �/S62 _ II I W \ 1 ' i 56 1 1' /' / W JE / \ O 0� 2 I / \ r i \ / l\ y0 ! \ fp I I u C IP N. 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KOTARSKI / \ IN \ -i - ' / / / / / / / \ \ \ \ ` \ 336-_ \ 111 1,H 1.:t AAA P X \ \ \ M U - - ' r / / ' / / / / \ \ \ \ \ ' 1 1 �\ !� \ / DATE 02/05/2021 / IN IN \ , / / / r / / y /\\ \ \ \ \\ ss / 1 { Ill 1l.ltll t} }1' I f \ \ \ PS ♦ / ' ' / / ' / ' / /. 3 IP / / / / /... \ \ \ � \ ai \\ 1 1'\Itl I I t1111 111\ JI - —a N. 6' / / / '/ / / / / �\ \ \ \ \ \ \ \ \ ` --` i// \\ \\\1\ `1\tR\;illlti{ \ \ \ \1 \t \ \\ I \ / / / / ,/ / .53 SF \ k / ', �// / /' \\ \ \\ / A IN tt \ , 5 .r \ G AA ` v rn f v _ - --- VAA V vV AA ytVA vX v \ _ ___ A V A kVV A> V V I VA A \ \ c7, \I /' / , %� / / :::r / 1531 - - - - - - ' ' ' ' / \ V A A sv - - - - - - - ............. v I s / / /N, N, A V\\ti\ v V A A 1 _ \yvk v 528 / , v'S2,? v A v v / A V\ V\ \ t . `w v V^.. S1 \v. N / I n , v v v v A,rvA 1 \ / ' / / / / l C/:' / / _ / / / / / \ \ s v v / / \S \ tiv\ \\ _ ............ ........... _ v A` 4 0 IN6 / k Il1 V A v v / / / ) 1. /� / A .� A v {V �V {y v Vvv .\lp \ 91 m SHEETS C4.1, C5.0, C5.2 J JACK JOUETT MIDDLE SCHOOL 7 / 4 7&Vng I� I I I I 1 1 II 1 60' FROM PROPOSED \ y ENTRANCE LANE I TERS ION II on m u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CL N OC O ® 0 r � 2 • • 0 W • z W _ 0U � a Z N 0 CRAIG W J. KOTARSKI Lic. No. 0402048507 % 02-05-21.4�, PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 17 SHEETS C4.2 C5.1 C5.4 II . \ � p� II I - G] ,I / CRITICAL SLOPES (TYP.) y X ID ISSUE NAME DATE I I I I I I LEGEND: SCALE 1"=40' 0 40' 80' CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY - - — DRAINAGE DITCH 1 OVERALL PLAN C4m0 LEGEND: 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT / MILL AND OVERLAY - — DRAINAGE DITCH Q C&G SCALE 1"=20'I 0 20' / 40' a t�`IRDHOUSE 11 CONC. BASE (1' DIA) CRITICAL / UG P SLOPES (TVP.) / / PAVED ENTR. EP UGP/ TRANSITION / _ G — C w �Rp Sc�j. C9 i ss9 so /QCHAINLINK ONC. e E FENCE 3' (W) METAL DOOR 4' (H) + / 10'X 18, FRAME SHED CHILLER ON 4.25' X 3.15' PAD / 3' (W) METAL DOORS (2) CO/l✓C. \c� TOP=562.78 I \ BOT=555.18' GREASE TRAP (2) TOP=562.85' I G BOT=555.53' 3' (W) D METAL D R W/ CANOP (2) c CONC. 6'- 8"(W) WALL OGP / c CONC. 1 I (5) 5.62" RISERS R5' A 7 C 01 O��F� 9p�✓oz/ P� /0 WITH HANDRAIL GQ / UFO�OCT G O / /FFE=563.2R5'FIBER BASKETBALL 3WDOUBLE VAULT TAL DOOR UFD Co If CONCRETE DRAINAGE FLUME 01 0' WPO BUFFER_ y ROCK \ ARMOUR u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN OC O ' 0 • � 2 Vl G W zLi" _ OU � a Z O --TLC CRAIG W J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE LAYOUT & UTILITIES PLAN 1 C4m 1 I w / = II Q)LLl 1-L R LLI (2)Lu _ / I Q P� 11 FFE=563.24' FIBER 3' (W) DOUBLE oo sB9j VAULT ootics� METAL DOOR FM 1 — FM �by� F 1 TIE TO EXISTING C Q / �cp \11 /G� I ® — 11/ AND GUTTER TO BE ® _ FM — 18' _ WIDE DUMPS / / / / / CONSTRUCTED WI \ CONGRE SW FM ENCLQ AA / / / / — SIDEWALK PROJECT. , � _— � / EX. FORCE ® _ � FM LAMBS LANE / / // // / 11 E/MAIN 20 SA ERLINE EASE T / s G� / II II (APPROX) — �FM i / / / / /�I R25' W- R18 IRE LINE ,D, Q I I I � _ 24.5' / / / "W \\ a \ � II FMI LINE / / � �--� r - -- 5' _ J `�� \\ \\ 24.4' \ i -� —+I- _ — - EASEMENT / / 1 0' / UG.T 3, \ MH3 G I I FM - — FM _ FM / / / / - CG-1 \ \ TOP=562.67' C I I I I �C / &G 8" X 6" TSV l 54.93'8"PVC(�'E� / Illjl IIh1.25° FN / / /„_ �./ / / / 8 11 MIN. V O-554.82' 8"PVC A I I / t / R2' TYP. R15' a I I / W NNECT EXISTING EW 4" TEE III PROPOSED PU /DR �- F/ - / / / / - /• j R5' \ \�\ �A_ 60 r\ R25' / AND (2) 4" PLUG V S— _ / / 2, \ \ \ \ \ s \ ALE PT //� /i /111 I // / // 12' �, " �"' CG-12 d \ \ UGr _ / / / 9i5 / Id/ / / / / / / / / / / _ - r R5 1 \ R838'\\ °' R5' � - D 8' (TYP.) C� 2 \ EXI ING Ef�ANCE TO BE CLOSED, O \ SIDEW K TO BE EXTENDED ACROSS 90° BEND -J ENTRANC CONTRACTOR TO COORDINATE 3 B: ' ` � �8, 11.25° END 1.5" METER J 9' (TYP.) CG_6 \ \ WITH SIDE PROJECT AS NEEDED. 1' R100' 6'R8' A 6; BICYCLE RACKS C g 1 G� R899' SCALE 1"=20' 0 20' 40' \ \ ERLINE \ LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY DRAINAGE DITCH u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 CN OC OC9 ® 0 r � 2 •il (A • G W z Li" _ 0U � a Z O o CRAIG W J. KOTARSKI Lic. No. 0402048507 % 02-05-21,4f , PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE I LAYOUT & UTILITIES PLAN 2 C4m2 A OUR I x NOTE: A KN X BOX WILL BE REQUIRED FOR THE BUILDING. O O U O U G O :........... .:: -- I LOCATION I I TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. IN 554.10' 8" PVC (NW) \ \ \ \ I / NOTES: 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 'Ro SFr G IRDHOUSE` ` \ Z c� / 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH I 7FL �/ / \ \ \ \ I � C BASE � BUSHMRN 3 \ \ \ , K I s9.9,o SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. �'ss- 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HEMS 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 1Z , Q 1 / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE 1 / � , \ \ \ UGp , , / 1 G DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. IITIO 1 \ , ` / _ _ ' , / CHAINLINK © 2020 BUSHMAN DREYFUS ARCHITECTS PC 1 1 SL ePES (TYPJ) I \ \ < - _ \ / I / FENCE 5P, EP oNC. B E \ 3' W METAL DOOR PAVIED ENTR. \ \ \ / I (1,0/ I / \ 4, (H) + ( ) TRADITION \ \ \ \ \ I \ \ Fl�AME SHED /G \ \ \ \ I I I / I CHILLER ON / I \ \ I 4.25' X 3.15' PAD p \ / ARCHITECT \ \ \ \ \ \ I I I f \ \ I BUSHMAN DREYFUS ARCHITECTS PC 3(W) METAL DOORS (2) � O'SHEA+ WILSON SITEWORKS LANDSCAPE ARCHITECT P CO>i ✓C. TIMMONS GROUP / CIVIL ENGINEER / / / / / / / / / I ) / / / / / / / / / / / // / / / / IQ \ \ / /` \ \ `\ \ ♦ ` \ \ LI..I 9C�✓0 �'c STRUCTURAL ENGINEER W I ���c /� DMWPV TOP=562.8 = BUR\ \ \ I ISCP \ \ \ \\ \ BOT=55518' (I) ems, MEP ENGINEER /�bINLE�yU/G // ` I \\ \ `\ GREASE w W / / / / , / / ': �i'::j:;:;✓;:;::�;: ;;Y /' / / l , ,, /, \ \ \ \ \ \ I \ \ iY\ TSTR/P \ \ \ \ TRAP (2) /P� LIGHTING DESIGN TOP=562.85' /f I RANDY BURKETT LIGHTING DESIGN llyV4N=5'/P1/ E& Gam/ ARMOUR OT=555.53 4p.90,3� / // // / / I //�:✓`;:i ::;:/:' ' / /' r/ / /ln fi�547�// (S) \ /-- `\ \\\\\ \\` \\\ i I 1 - \\` \ \\\\ \ \� Z INTERIOR DESIGN /0F' \ / GLICKMAN DESIGN STUDIO 3(Wjp ACOUSTICIAN 557 V ULT \ \ W/CAI (2) LID CON 6- ( ) ALL \ `\ CONTRACTOR \ E O \\ SD CURB INLET \AND DEPTH OF S \ TOP 56076' ON lNVIN 55907' „TC( r - \GONG. MILESTONE PARTNERS i \I `1 I ,r // / 1 to I\ \♦ ' \� \ \ = liopez@milestonepartners.co \ \ \ \ INV IN 558. ' 6" TC NW) OWNERS REPRESENTATION INV 5. RC ( ) 434.245.5803 34 5803 \ 24.2\ A \ \ \ \ OUT 671'/l5" P SE /UpO/ / \ 1 , r // / 1 \ \ \ \\ ` 1 `\ U / \1 \�\ / NFFE=563.24' 3vFIBER / BASKETBALLS / \\ \ \3' W) DOUBLE 1% l) IICOURTUDOOR // / '// ' / ' ` / \ � Ix I I I .'[[:�: //\. \ 1 11 I I I /I / '/i l \ \ / / 1 I I I\ I I I.;:l::;l;:�(:: / ` A I' \ \ / \ sby \ \ G R, /G 4 IQ coNc.sw \ \ , I \ •\ , / \ 1 _ G 401 I 403 \ l \ / i EX. FORCE \ H MAIN 1 11�'� I / \ RO III \ \ 1II (APPROX ) \ • Lu /G Q IIX / I \ • W \ I � Cl) \ \ -tpr�' \ \ IA / / :!:: 4:�: �:� \ /,� \ I \ \ \ \ MHS -�-'Gi � L�1_ _ -FMB IM-� \ Q \ , \ / p \ I 1 \ \\ \ \t, ; \ \ \ \ \ \ TOP^562.67' G&G / 1111 \\ U \ I\ \ �:r;: I \ \ mr \ \ 54.93'8"PVC(�E'� \ \\ I cnD \ \ } \20' BLICDRAI L:::'''t'I' VO-554.82'8"PVC O Z \ g Z \ \ \ ly \ \ EAS I I\ \ I ;:i::'.1 .1 65 LF OF 48" P UNDERC ROUND vNi Cf)/1DETENTION (S/WM1) MH T \. \ �STOFMWATERF4CILITY ALERT / / / OOTOP=547\EASEMENT INV TS IN.QCCESSABLE 36'1 ACCESS RISER WITH U UGT- L CHAMBER=544.52 V. 'DOT MH-1 TOP(fYP.) 404 r - \ } I \ /x , \ 7 o WEIR P TE \ ' - r 554 %/ � .',., �.:.r-.-• �'�.�'� � / \. '\� cT Q •n 1 1 I \ " \ \ \ \ _ @ SS ,, °- _ / 560 'F , •.-YI ` _ ff&a` r��(�1 558 U CgAIIG�r IKOTARSKI - - - - - - - - - - - - - 557 - Q k Lic. No. 0402048507 DITCH SEE THIS SHEET_ \ T� SD CURB INLETS TQP=53555 \ --- \ ♦ \ \ \ 554' - - lnss8 -SSIp X \ \:: \ ,. \ \ \ �\ \ \ \ _ _ - --- -- INV 1N=531.57 15" RCP -(NW) INV IN=531.63 15"RCP (N Q / \ p\ .:\ x \''\ ` \ \ \ \ \ C:� \ \ \ \ \ \ / - - _ - - ' ^ _ - - - 5 2 - r 10•r'6�' lNV 1N=52753 15" RCP S) ^51 - \ INVOUT=5271724"RCP(SE)- a DRAINAGE AREA TO DITCH A = 0.07 AC \ \ \ \ \ \ 003 \ / -- TC=6MIN � \ \ \�\ \;\\ � :\�,\'`;\\:..... I // r I(2)= 5.0 IN/HR Q(2) = 0.38(5.0)(0.07) = 0.13 CFS , 1(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.07) = 0.18 CFS \ ` V(2) = 2.11 FT/S (ALLOWABLE VELOCITY = 5 FT/S) GRASS LINED DITCH \\ n=0.035;S=8.5% si 0.6T /' CMG'\\ \ \\\�v\\`\\\\\ �\ \NNl ; �. ..:�:: a.. ` .. \ .�•: / ' '. / / 1 �'y a 128 PROJECT NO 46423 'PopDRAINAGE AREA TO DITCH B = 0.05 AC p o `\ \ \\ :; \` \ `: \ \ ' ' '� �� v T - ' - - / - / / 5�3' / r CHECKED BY C. KOTARSKI G C= 0.40 \ ��tP \�` \ \ \ \ \ \ rxUR�7NLFT - _ \ _ _ - - _ yZ - 9 , _ / / / S N \ / A� \ \ \�\ \ \` ? `\ T `�:TOP7v32 3v` S / I /�1 / _ - SEE THIS SHEET \ DATE 02/05/2021 TC=6MIN N, I(2)= 5.0 IN/HR Q(2) = 0.40(5.0)(0.05) = 0.10 CFS �JG� xz `\ \ \ \ \\ \ \ \ \\ *...\ \ f l Q�l�F=5�6. _ _ _ 504 - - _ _ 55\ / / _ _ _ - _ / - _ _ 544 a - - I(10) 6.6 IN/HR Q(10) 0.40(6.6)(0.05) 0.13 CFS c'� \ \ \ \ �' \ .., ` . 543 V(2) = 2.02 FT/S (ALLOWABLE VELOCITY = 5 FT/S) ` \ \ \ \ \ ' : \ \ �; \ : ^ �^ ` ` _ - l - _ _ - - :''::... / �� 116 'I - ' v ' ' / - ' _ \ _ - _ _ _ _ _ T - _ .� _ _ _ 541 �.. , _ _ I 05 D(10) = 0.14' \ \ \ \ �.. \ - - - _ _ 1 /`�i' 18- / GRASS LINED DITCH - EfAI 546- n = 0.035; S = 9.5% >• ^i' \ \ \ \ \ \ :.` ` •`.: ; ,} -'� ,� -� - 645 04 DRAINAGE AREA TO DITCH C = 0.13 AC \ \ - - - \ - _ _543 C=0.35 \ \ 0\-\ \ --_ _- - /-533- TC= 6 MIN \ \ ` - - _ _ - - _ CRlT1CfIL _542 1(2)= 5.0 INIHR Q(2) = 0.35(5.0)(0.13) = 0.23 CFS - - `\ \ o - _ _ - _ SLOPES (TYP? 10 = 6.6 IN/HR Q 10 = 0.35 6.6 0.13 = 0.30 CFS \ ` p ' ' - - - - - - �'::: .::-541 - - / / / , .• .'.;:;..!;:': .;.,y.!.F' - - \ \ \ / , V(2) = 1.99 FT/S (ALLOWABLE VELOCITY = 5 FT/S) CONGS.?'oTED INAGE- GRASS LINED DITCH - ID ISSUE NAME DRAINAGE AREA TO DITCH D= 0.02AC \\ \ \ / :":`::' ;.IR1JCl �::::1, ,, ."..;F.'::: ::::.:. .:.:.:i :;:.' \ 1 - 15"RC�OUTFALL- i / \ \ MHD \ \ , . �;�; �';;;1.,::*::, /':; �; I I _ WVV y523.0`b ? / I TC O6 MIN SD INLET W/GRATE `\ c TOP=534.16' \ \\ \\ \ �A1{l�lF2(Jh� \ \\,\ \ -36- - • ' ' .. / .✓ r / - \ \ \ :' 7 \ I I - - - \ - - / - I(2)= 5.0 IN/HR Q(2) = 0.35(5.0)(0.02) = 0.04 CFS TOP=533.88 \ \ G INV 1N=525.36'24"RCP(SW) <:::::::�:.3S / !;:;/:;:7;:;:,.;:;.; / l::I :):;!;:`:;:;: ` \ - \ I:; 1 �.:;., .ti:'.:\':':�;� .;.; 534.:' / i.;.,. :':; :;:':!'' O"CONCRETE1,,7ISER 110=6.61N/HR Q 10 =0.35(6.6)(0.02)=0.05CFS INVIN=526.526"PVC(S) \ INV IN=525.7415"RCP(SE) , \ �,.;., ..�\ ,\ ., ., - , ;.�, y.; ;. �, ,. /. / ( ) ( ) 53p::�:::'. W/TRASY,IRACK,L,t.' INVIN=5258424"RCPNW --� INV OUT=525.30'24"RCP(NE) �.. 24" ZT:1L':;:;'::i� T'-53:' ✓:;: ;i i::'r ,'hT".�' ,..F.. / (NW) I _ _ 1 \ / \ Q \ z _ /:; ..< TOP RACK-529:60` ?. -J I V 2 = 0.91 FT/S ALLOWABLE VELOCITY = 5 FT/S) INV OUT=525.6024"RCP(NE) j--_ I t \ \ { lNV=5251 \- \ 53/ ' / . v ' 1 .!.. ' _ O ( ) - - RCP \ 1. /\ ! / ' ✓ ' ' TOP COiVG RISER=527.5E r. % '% �' - Lk�i / ' \ 0' WPSJBUFFER i... 52 P / - - / IN OUT=52506 18"•RCP(NE) �.,�./,. , BO TOMSTRUCTURE�523. ,�\- / GRASS LINED DITCH-941 \ \ sz \ .```.•.•.•..' , / f: r::'�:,'/i; j: '' / / - - 52a n = 0.035; S = 2.1% > i. v �, / \I\ 1 1 \ \ \ - _ - /::l::';:;';: /:;.!/; ;;;'./ , 1 ✓..' wz D ' .... r {:;: �. :; r ::{::'I: f / :' ROCK -s2v- -' / DRAINAGE AREA TO DITCH E = 0.16 AC 1 :;:'::::: \ / / ::t: ;' • •.•:j : . ": C= 0.38 m o / \\ , I+1 : '1 \ %: r:::•''' r '''i'; .r.' :'::j!r:e : / 74RA9611Ji� / TC=6MIN EX SWM FACILITY D \\I \ \ 1(2)= 5 0 1NIHR 0(2) = 0 38(5 0110 161 = 0 30 CFS / , r a.- I \ , (MFR. WETLAND) DATE /U� I \ BLIC DRAINAGE EASEMENTS_ f , , _ _ GRADING & 1(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.16) = 0.40 CFS / \ I \ \ \ / .:.: �.: / t:,:;'r.,i;:/::/:r.::<:;: _ _ �F - �p V(2) _- 1.81 FT/S (ALLOWABLE VELOCITY = 5 FT/S) ,' \� \< I X: / - -518 _ _ - � D(1o)-o.zs' // ���::P..'r.,. ,.. _- DRAINAGE PLAN GRASS LINED DITCH / r /8\ \ ps?i 1.': :..:'::':::':': / y <:r::: ::. ' X,:✓.;/: :.r. / -51s- SCALE I"-20' in - 0.035; S - 3.4/0 0 20' 40' - C5mO 1 G SDCURB INLET s3>- - _ - _ _ _ y:':/'.'/.'.,. /'/ \ DITCH CALCULATIONS - - _ \ TOP=S\32.30 � f/" .✓!:: �.r:;:;i.; .' /:.'..; ✓;. �.;.r:�';;'':;' .' + \ _51q INV IN=528.658"PVC SW No Scale / ( ):::;;; r.;.:,:;;r:;.;�:;.;':.✓,:,..'..�;..rYi. !'. ✓;:Y:::�:;Y:;. / \ - ' -WV 9(1/F=527.83 15"RCP (NW) / � �• ,<,. � : / I \ \ 00� 5P O / I U 1� , ► W 1 R U) / (2) Lu 5P�/ SO CURB INLET TOP=560.76' lNV 1N=559.07' " TC (N( lNV 1N=558. ' 6" TC �NW) Z J I \ - - SD lNL /GRATE / 70P-55�\O�S'� 9� I^ INV 1N=557 6' 12"�CP (NW) 2 7Ni� 9L�T=555.3� 92' CP (SE) INV OUT 56.71 jl5" RCP (SE) Q t \ FFE=563.24' / - / / / / / l� \ l s�9FIBEo VAULT cN(\ 3'(W)DOUBLE I Oo`/' _ FMA�bs� �s y METAL DOOR / SD INLET W/GRATE TOP=560.4 / 1 % G �- OWV IN=555.09 6" PVC^W) ? I / /1 V IN-552-�.48-6" PVC (NW) _ _ - - 7 SP I / r \ / / / INV OUT=552.14 15" RCP (SE) ® 1 It > I /Gi EX. FORCE A FM -FM APB MB$ LANE// I PROX \ - _ FM It 24A i / L W 204 T \_ / \ MHS -L+II- _ -FM_ - - FM-i _\� FM'� / / TOA562.6T G&C, I I 1 \ ` \ I I SD CURB INLE / / / / uGT CRITICAL SLOPES (TYP.) SCALE 1"=20' 0 20' 40' ly 8" PVC /4 I I ^------- ---- - - - --__w // \ \ \ ALERT / / / / 1 / If T-= 561 _ _ _ _ -- --- I I \\ \\ MATCH EXISTING GRADES. J J J \ U\ , . \ - = 562 - _ - - Q - C III SS9 \ \\\ \ \ \ \ ORDINATE WITH SIDEWALK PROJECT AS NEEDED. \ _ 1------ -✓ ° ,'/ 217 JJ L \ .J � \-, \ 1 207 \ \\ 8 56, - / \, ---\\ \ r zzo r l _ \ 560 <_J 'a-_ J ->/ .// r/ 15 1 --\ 560 559 111 > \WEIR PLATE , t - - - - - 36" ACCESS RISER WITH i / \\ 1 \ 5578 VDOT MH-1 TOP (TYP.) /\ \ 1 J 5556 ' ' 180 LF OF 96" CMP MAIN LEVEL FFE: 561.0�0' / / / \ \ / / \j 559- 1 554.. UNDERGROUND DETENTION (SWM2) j H /\\ 5� _ _ \_- - - k </ If ---\\--STQRMWATE_RFWLITY------ \/ ✓ \\/r// ///- `._557*_�`\\ \ \ --_ SpA --- -- -- -1D- -- EASEMENT -\- - - 3'-- 8_ -_- - - OOED�AII�tFTYE,) - If 557----' .Lis.? AN / I 6 128 / / LOWER LEVEL EFE: 53%O6' - - - \ - _ - - r - / \\ // ! I . / / / (\ 1 1 1 1 I �-:O 11 � --_-- � � _ -�`` -\`\ -�-- � \ \\ / ----✓ .�� J.. {.• IIti 558��B�i. yd'�' / I = \ .(MAIN LEVEL-FF561 1;1 / ,� - -sss / -//e \ \\ r J i \ \\ 09 / _ _ + •c.r-_5__-� a...• \27 _ \ I\ ' ► I •iJ .'1 - `\\\ \\ j /' J,//J.�/. \\�''J \\ \� \ f1 r $59 - - - Y \ DITCH D / /J'. -1543 \ \ �' - ' \ _ - \ SEE SHE& C5.0 60 _ 561 I 1 / z _ / J \ \ \ / ( ROOF �� 1 I I 53s- - \ \ \_ - - - - - - � � - \ \ RO RAIN{-TYP/)� J / / / � I 12 562 / / •%'' ':r' } ./. J _... \ / /-533� -J S // �•f.' /�.:. �` _ _, __� \ / ,-53p / TEDR INAG�- /' /' / /�S / // // // � , / / / / I I I I �i9S k \ t. I ��..I'' I FLUME \ /' \ \ \ s \ I �' ✓ / / / / 1 CH ITCH EDIT� /�EESHEETC5. SEE SHEET C5r0' / / r --- 15"RC�OUTFALL` I ' / / ' / / / \ 1 I I I 1 \-/ / � \\ 1 I I I ► I I I I I I \\ \ I 1\ \\ u� S6' SS, \ \ �` >„" i' � 4\' .r - / '' :. i � I � / / `rain // / / O'er 7NV=,523.0� / ✓/ r�:' / �\:\;�.'''''��:;:, I - \ I / / � / _1' , I I I I 1 I I \ \ `n \ � \ O Si ��"� 4J� o l / \ / 102 mRAIN{I GE O"eONCRETE&iSER 1;.'.:` ` \ I I'''':' _ / W/TRA ...(,::.... I. / \ s2i 6HAN EL S1dj7ACK -:f.'. ' I I I: I':.:1 \ \ I _ / / I 7IHREAD TOP RACK=529`616 / /: T' J I y �i _1; : \ \ -526 - _ / - \ \ I I I I I 1 J' I I \ w o \ \ \ \ \ ,. \j`I / g o. ,\ 1 _ _ �1 SPMsLT T C /Y I I ' 'ham - _/ / - 1 I o \ \ TOPCOA/Q R/SER=52756 /: /:;!.:.: / l �fl:. \ / - \ \ / -1 O'WP,0BUFFER_ _ / \ \ I I 1 1 I r \ \ \ /... ;�:':/: % / / _ Q OUT=525.01 18",RCP(NE) /: !,f'' / 7�, �: r I \ .l525 1 1 \ 0 P 1 I / /. // OM STRUCTURE'523. :':(.;.(.;.,.;. 1 / / 1 1 1 I I I 1 I \ \ \ \ \ \ \ / 'j' i✓ 'y' �i /'i 't!i ` � . / \ �'�:�: �/ / -_ \ 1 I \ \ 1 1 I 1 � \ \ \ \\'/•,, '/.J�/✓iy. r/:�!i':%.'ice'./:� // $ a �/ \\ / -523- -I- / 1 1 \ \ \ \ \� \ \ \ /✓�' .;:�..'/✓ ./' / !' 1. ' / I / Y:;:�;:�.;... �'''' � _ _ _ / 1 1 I II \ \ \ � a \ ^ \ / :... y.r//rFj;r�;:,r;.:;:!j:'.'� �,•i: �: ROCK 7tRIlAQLII� \ _ _ _ _ 1 1 1 \ w \ \ \ \ - CRITICAL BLIC DRAINAGE EASEMENTS - I I \ 1 1 1 \ - - SLOPES tY /JG _ - _ - \ \ \ I 1 1 \ \ \ \ \ \ / l/ ✓':':'''. �. 7 � // 1 - - - 1., a 518 ✓::l:::r:Jaerg:isl:::..r;iai'.:/:;:':;:'.'.'.'. 517 I - - � . - TRA I 0.5'AVG I NRIPRA� \ \ \ \\ \ \ \ . \ \ / r l kl! 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CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \�kNi: \ 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH SURVEY RIBBONI PRIOR TO DISTURBANCE OF CRITICAL SLOPES. X 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE ,.•.:•:•... j\ \ �, .�,... ;> :�::;. .. ! y _ - - / r � � ' _ / � � ' � � _ _ _ y:;:; l; ; J \ \ � .\ \\. k \ \ :;'\ I \ OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBONI THAT DELINEATE r .. .. ../ ,.. /... ../ r ../. ,... .. ,..•...,,... ,.... ,... .. ... ,....�.�.�'.'�:::�:�::�:�:';;:;":.':�.::�;!::��:�:�:^:�=:�::::�;�:;:•r:'::::':':':�'. � ''''?'\'�1"'1::'::. 1 )` CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE 5. PRE I /. ✓.. w / DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. HMR YFU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 CN OC D O O ® 0 oil �Lu • W z2 W OU � a Z N 0 xl T oo ~a , r� > CRAIG W. J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE GRADING & DRAINAGE PLAN 2 C.5ml 5\ \ \ NOTES: B 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH /1QUSF SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. IRDHO E F �N T/ j 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH ASE I AFL �'C! \ \ \ \ \ \ 1 I \ \ \ l I sy -516 SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE BUSHO OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HEMS 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 1zl 1 ' Q r / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE I \ \ \ UGP \ \ \ \ \ \ \ \ \ \ \ \ \ I I I 1 /TIC.�L / I 1 I / r G DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 1 I I I I 1 \ 1 \ \ \ _ _ / / ©2020 BUSHMAN DREYFUS ARCHITECTS PC / CHAINLINK � \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I I 1 L PES (TYPJ) \ \ t - _ i / ENTR EP \ ONC e E \ FENCE 3' (W) METAL DOOR 5P PAAED \ \ / (I'Dl / / \ 4 (H) + / TRANSITION \ I I / I / I G \\ \I \ I c�G FkAME SHED CHILLER ON 7 � \ \ \ \ \ \ \ \ \ \ \ \ w - _ I � \G J 1 4.25'X3.15'PAD BARCHITECT USHMAN DREYFUS ARCHITECTS PC ITC � Fq '- I 3' W METAL DOORS 2 � O O \ I �IUG'f I _ \ \ \ I vv P O'SHDEA+AWI SON STTEWORKS 1 \/ 1 r \ \ / / // / u/ \ 11 1 1 i G\ \ / �\ CO�C. TIMMONS GROUP �InQ/ / c'S'O �F� CIVIL ENGINEER ` / \ TC \ \ c� \ 9G��o� JT \ / \ I \ 558.00' \ �'��/�,� / DMWPV ORAL ENGINEER /BE ` vC �1 \ / - TOP=562.78 F qq�� 1'.•I� TC \\ / MEP ENGINEER ` "\ \ 557.8 \ BOT=$$$.18' S1 '� \ GREASE qD fNLEj'jN/,GR/i \ / \ \ �� \ \ I \ 5 13' ,'lL T STRIP \ \ \ TRAP (2) P d '' ` % - - \ ROCK i a \ \ I 5 LIGHTING DESIGN OP 5 2 / �� I \\ TOP=562.85' INTERIOR DESIGN Af�MOUR I ` 558.37'\ \ \ \G BOT 55553' RANDY BURESIG LIGHTING DESIGN GLICKMAN DESIGN STUDIO LID / I ' ' / / ,'/, 'i/' Q/\\ \ \ _ \ \ \ \ ` I I I \\ \\ 55759' 557.74 \ \ \ \ METAL)D R ACOUSTICIAN// ACOUSTICAL CONSULTING SERVICES / / / / / / \ \ WA R 7::' / • ' / r / \ \ \ / 557 V ULT \ TC \ \ \ \ \ 6=8"(W)WALL 5 sss.9�\ \\ \ TC \ \ SD CURB INLET 559.13' l \ TOP 56075, 90 40 \I I \ \ c / C \ \\ G ss3, CONC. REPRESENTATION MILESTONE - tl� _ rur) I 555fi78� 5 1 \ \ \ IINV NV1N=558. '6"TCCNW)liopez@milestonep rtners.co 1 1 / � / / / 1 � \ OWNERS _ n S TC \� INVOUT 56.71? $CRCP (SE) 434245.5803PARTNERS 58.74 24.2'\ \ A \\�\ � FO � / \ /I I I / / ' ' / I \ 554.31' \ � \ 1 c \ U G O \ \ /0 III 1 / / // \ TC ` FFE=563.24' 558.32' F / t FIBER / OC / / / \ 1 ` \ \ \ - VAULT o ro \ 3' (IN) DOUBLE BASKETBALL \ \ o / \� I \ I \ METAL DOOR � I554.44' \ 1 \ 1 I \ Ix kI I I .' / Sq ! / 554.35' \ \ ,I / C&G / CONC.SW /' \ r \ 1 _ IX / '' '`'''''' \ //��/ 1 / \ 1 G I - � \ S \ B / / � EX. 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C. t u•,a. \ \ \ 554.93'- S,_ - _ \ 559.88' - - - v T n 560 Q 7 / \\\ \ 1 \\�___ ----- ,-------- lJ SS8 _ 559 560`.85 C \ 558 5sQ.47 5so.71 C ' \ \ 1 1 \ \ , ` \ \ - '->CRAIGW J.KOTARSKI� .4:�'i 556 _ rs 5603s' Lic No 0402048507 02-05-21 \ T SD CURB INLET TO P=53555 \ \ : \ 1 554 - _ ^ss8 BS 555.78 _ '810 cy. INV 1N=531.57 15"RCP AIW) 6ei `\\ \ r . \ \ _ - _ ` - 553 _ / TS 555.63' INV 1N=531.63 15" RCP N Q / \ p` \ ' .:. �: a..\ \ a .. \ \ \ \ \ _ _ - / - _ \.\ lNVlN=52753 15"RCP S 4/ \ \ \''''\' ' \ /NVOUT=5271724"RCP(SE) TS 550.87IN 560.99' 'BW 5.5428MHD' SD INLET W/GRATE I i' ' \ ` \ \ \ \ \ \ I ' _ \ ✓ _ ' - - - - - _ TS 545.11' TOP=532.06 X I \ \ t \ \ 1 ?�: r ' 548.74' R TOP=532.99 - INV OUT=529.09 15" RCP (N) \ \ �. k \ \ \ I \ / _ _ - - - _ yp b - _ - - - - LP - - 548 LP N. C•• I C /545.85'- _ / -2 - - 5385 ' '..538.90' • B \ \\ \ \ \ \\ \ ` \ \ . �\ . ,.,. "'�'','.\... \ 5$2 \ / / ,, , 1 1 �Oty ., +; \ .; J. -544. BW 537.8T� ♦ \S\ \ :',`; _`"\,`\.�.4.. \\\\ \ 552.42' �/=s ,' 8W3870_ < i54µ TS 539.35' - G\ 1\ \ \ \ ` "' ? \ 553- \ / '\ / - - i.. / I - / BS 537.81' AN �� .. / ..' BIN 537 83' � 53727' 128 PROJECT NO 46423 537.27' J \ S LP / CHECKED BY C. KOTARSKI N \ - - _ - _ - � 5 � / / 1 / I � / 5A ,. �- ♦ � � _ .r: �' \ DATE 02I05/2021 536.65 DATE �� GRADING SPOT o:..:y:':: /:', / _ SHOTS PLAN 1 TRA -- SCALE 1"=20' 0 20' 40' ® / \ �::;:, �:: - /' ire `:�.:;�:X;:;'.:x;:f;i':/:: / 1 -3D" �P S1S�I _ V \ \ C5 /^J / I 1 G SD CURB INLET - C$` TOP-532.30 � .J�:::i'y. �;%.: J;. �. y; A: �.�/l. f�'�.f::�/r/� I / \\ \__514-_�_ -/ \ ���������'• \ INV IN=,�28.658"PVC (SW) 7NV9LLiF=527.83 15"RCP (NW) �:;:;.:.. / ,;F. �..y;:,�;..�..;.., ,. a / y y \ \ - - I \ •' \