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HomeMy WebLinkAboutSDP202100011 Plan - Revision 2021-05-05HMR Yfu BOYS AND GIRLS CLUB -DRIVER'S ED SITE FINAL SITE PLAN SUBMISSION REF. INITIAL SITE PLAN SDP202000069 & WPO PLAN WP0202000051 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: 5.15 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: 49,200 SF UNITS: SF (GFA) ,...,CIC1:,.17_., 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 COUNTY OF ALBEMARLE, VIRGINIA 05/04/2021 on WO0 1019 Ivy Creek R I N E IVY FARM Foundation RIVANNA RIDC t070 016 SQUIRREL RIDGE 657 IVY RIDGE SITE _x LOCATION MONTVUE loos The Colonnades V ROSLYN HEIGHTS 1461 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 C2.0 EXISTING CONDITIONS PLAN - OVERALL C2.1 EXISTING CONDITIONS PLAN - DETAIL 1 C2.2 EXISTING CONDITIONS PLAN - DETAIL 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 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 1-1 C7.0 STORM & UTILITY PROFILES 1 C7.1 STORM & UTILITY PROFILES 2 C8.0 PUMP STATION PLAN AND SECTION C8.1 PUMP STATION NOTES AND DETAILS L1.1 SITE PLANTING TREES L1.2 SITE PLANTING GROUND & SHRUBS ES1.0 PHOTOMETRIC PLAN ES1.1 LIGHT FIXTURE CUT SHEETS S01 & S02 ES1.2 LIGHT FIXTURE CUT SHEETS S03 ES1.3 LIGHT FIXTURE CUT SHEETS SO4 TOTAL: 27 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 CN >> 0 o= W 0 �_ W W _ OU � a Z N 3 0 v 'J CRAIG W. T. KOTARSKI Lic. No. 0402048507 _� 05-04-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 COVER Uj Como GENERAL NOTES DETENTION PIPE MAINTENANCE LEGEND ROADS - TRAFFIC STOP BAR m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER TTTT7 DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH - JUTE MESH DITCH - CENTERLINE OF DITCH BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION TIC 240.5 PROPOSED SPOT ELEVATION 1D PARKING COUNT SEWER -g- -0 EXISTING SANITARY SEWER S-SAN-11111ii PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE g• W PROPOSED WATER LINE R g• W PROPOSED VALVE Ti g• W PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING TIC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT CRITICAL SLOPES 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). 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 COURSES 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 (HORIZONTALMERTICAL). 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 �NyloplaSt ap 0 planeIN aESYaiEMb. iNC romor.dw, preset granted Tetley 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. Is 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. Inspection Activities Suggested Schedule • Auer several storm events or an extreme storm event, inspect lor: 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/outict structures; tree growth on dam or embankment; the presence of burrowing animals; standing water where there should be Semi-annual l\ 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 dommtrcam and pilot channels are free of debris and are operational. • Note signs of pollution, such as oil sheens, discolored water. or unpleasant odors. Annualli, • 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, vall 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 Static Residual Hydrant Flow Hydrant for any "use than W pelimmYy N the Tep.. fees. the of accuread, may here an stational since and, W E hove. or any aeplubn IXpMstail pion only ands aMII not M used for the speny or respond plain dHerminAon. S . y location 11,sur 0 60 120 180 240 Feet nservice, Ownership Not In service, ACSA Owned Not In Service, Private Ownershil In Service, Private Ownership In Serviee, ACSA Owned B ACSA Fire Line SA Water Main tility Type Potable Water Aboade Cotmty Service Authority c� -- :> Albemarle County Hydrant Flow Date of Report ServiceAuth�rity 10/16/2019 Test Report Lm s,..nr,p utvd QwblleN•e. vA Mil IAYIsnJml Location LAMBS LN Date and Time of Test 10/16/2019 10:53:00 AM 'Minutes of Flow 2 Pipe Size (inches) 8 Viressure Hydrant 11653 Static Pressure (psi) Imo_ 106 Residual Pressure(psi) -� _ 91 1 1 Q20 Looped El Q20 Multiple Inline Hydrants Will 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 f_l Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1223 AWWA Q20 Calculation(gpm) 3140 I(No value in Q20 indicates insufficient pressure drop for Q2n 08 a sole sprinkler test.) Comments Hydrants opened all the way run method maAculann¢ plot now Lunn a rad pollard diffuser: see ea. 13, waled and Lutes article 1990 Journal A1atogement and causes AWWA, For yellow Poland dinosers, a ben rn third order polynomial equation 0 the Pollard now vs. shot pressure gauge is used. Estimated Consumption (gal) 2446 For use for water audit Signature of Tester: t ISO FIRE FLOW CALCULATIONS FOR BOYS & GIRLS CLUB - DRIVER'S ED SITE HMR YIN © 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 CN D0 t,! O W lessed • • W LU Z2 W OU � a Z N iiiiiiiiiiim 3 O i`iT > CRAIG W. J. KOTARSKI Lic. No. 0402048507 _1f 05-04-21esi PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 TYPE OF CONSTRUCTION: BUILDING SIZE: CONSTRUCTION FACTOR: TYPE OF OCCUPANCY: EXPOSURE (X) AND COMMUNICATION (P) NEEDED FIRE FLOW: CLASS 2B CONSTRUCTION COEFFICIENT: F=0.8 LOWER LEVEL MAIN LEVEL UPPER LEVEL EFFECTIVE AREA C =18F (A)A0.5 CONSTRUCTION COEFFICIENT: F=0.8 C-2 LIMITED -COMBUSTIBLE OCCUPANCY FACTOR X1+P1 NNF=[C][0](1+[X+P]) CONSTRUCTION COEFFICIENT: F=0.8 11,030 32,946 5,627 41,275 C= 0= = = sf sf sf sf 2,926 0.85 0.14 2,835 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 SPRINKLER REDUCTION = 50% NOTES AND TOTAL FIRE FLOW NEEDED = 1,417 GPM DETAILS 1 AVAILABLE FIRE FLOW: HYDRANT LOCATION 2 on property, adjacent to Lambs Lane STATIC PRESSURE 106 PSI RESIDUAL PRESSURE 91 PSI ACTUAL FLOW 1,223 GPM @ 68 PSI cill MODELED FIRE FLOW 3,140 GPM @ 20 PSI 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 T T T P (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 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 o ° a 4' Aj/ 4 CONTINUE 21 B STONE 4" MIN. BASE FROM ADJACEN PAVEMENT SECTION UNDER CURB i 6" 1 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 IlopezQmilestonepartners.co 434.245.5803 CL N OC O 2 0 2 rI Lu W • Z W x • O � U a Z N O CRAIG W J. KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 NOTES AND DETAILS 2 C 1 0 1 4" DIAMETEI AND VALVE WATER N/ARIFC ON-LINE (TYPE ')B)) PLUG VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK to METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2 BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 O M.H, STEP TYPO o 6' O I� NOTE) MIN. GO' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS Ci USEAPPROVEDFLEXIBLE RUBBER Q�OG' _ GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY i-90• RESTRAINED HEAD 31PE NT 011. As . 4 ' • " ° • MAIN 1. SEWER o''.'•a 4.n .4'n •Is. •'• PIPE 4 PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN 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 INVERT AS 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 LINE 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 I4CR III-"' CIRCULAR PIPE i" III I'rr J EARTH l�l /fJ 0 V Jf ROCK OR EARTH 1. D • OUTSIDE DIAMETER OF PIPE. UNYIELDING I 2. d - INSIDE DIAMETER OF PIPE. of ry o 1 i� I ry SOIL c o I \ BEDDINO 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. - _ - MATERIAL -_ 3'- X . 12" WHERE B IS LESS THAN 36". =1 J X . 16" 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 EMTH 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 BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30• AND NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. S. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE SLOT INLET (3I-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 HOP OF FILL TOP OF FILL h TOP OF FILL- !. 51 OUTSIDE SPAR DIMENSION OF PIPE. x 2. S2 • INSIDE SPAN DIMENSION OF PIPE. x 3. R OUTSIDE RISE DIMENSION OF PPE. - :. rrrrr/r JNJ//r - _ J/JJr/ /rJJJJ -rrr/JrrJJJJJJ rrJJrJJJ/rrrX - 4. X -WIDTH CLANS 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 5. NORM DIRECTED 4E ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR :.>, I JJ :•::•::: •. __ ♦• rrr r .; •••'• ' - / d ;:;:;:ti;:;: GROUND o ..0 •.• LINE ry � ...:. _ ? ::; rr rr :•:::•;:•;:• . r ,.,. GRQUND o . ;•: LINE = rrrrrrrr// 'NJrrJJJJr : = r////JJJr 0 }/rrrrrJJir _GROUND I U NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 38" OR _ = o ry - -LINE I LESS AND HEIGHT OF COVER 15'OR LESS. ICI � •••�•••• v = 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BMKFTLL 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 - MEDDING MIN. 1/10 0 % D X BEDDING UNYIELDING _ _ I�OFER X D % SqL ?-r-ilrur - MIN. 1/10 D BEDDING r EARTH PIPE ARCH MIN. B", BEDDING MATERIAL MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR 1. S - SPAN DIMENSION OF PPE. NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL 2. R •RISE DIMENSION OF PIPE. BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT ® SECT ON 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 INSTALLATION OF PIPE CULVERTS x - 18" WHERE 52 b }6" AND GREATER WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES ER 5. WHERE DIRECTED BY THE ENGINE.BEDDING MATERIAL MAY BE ELIMINATED FOR SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. NORM& EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. FOR ALL OTHER PIPE REGULAR BMKFILL 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 CLANS SACKFUL MATERIAL FOR OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE FOUNDATIONFOR OUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND I BACK FILL MATEUSED IN PLACE OF CLASS I BACKFILL. 12" OF CLASSNCE RIIATHE HALL EDHO jPESS -OR LESS.NR 302 ROAD AND BRIDGE SPECIFICATIONS. SPECIFICATM INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES 1VCX7T ROM ON BRIDGE STANDARDS wDDT ROM AND BRIDGE 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 SHEET 1 OF 4 REVISION DATE 302 302 303 VIRGINA DEPARTMENT OF TRANSPORTATION 0]/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.00 107.01 I• I• /A R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP ST-1 •4 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 STANDIRAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MI-1 FRAME •COVER NOTE: THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO CRANE BY THE USE OF MORTAR OR ' BRICK M ONECTED BY THE ENGINEER. a %•• T-O„ 6 L IU o % Ova •• FIAT SLIM TOP AS DETAILED ON STANDARD MAY B' SUBSTITUTEDOR TAPERED O EN BY SECTION IM 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 41/2' FROM INSIDE FADE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHALE WITHSTAND A MINIMUM M FORCE OF 30D POURS WHEN p, EXTENDED 4/(' FROM THE FACE OF THE SUPPORT. B61 STEPS ARE TO BE VERTICALLY &EYED AND UNIFORM&Y SPACED T" FOR THE ENTIRE DEPTH OF ANY STRUCTURE. ' 0 IN UNITS STEPS MAY BE CART IN PLACE MMTMED OPRECASTMILES INTO HOLES FRONDED BY THE FABRICATOR, OR DI{NEN. $ IF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY &SO BE USED PRODDED THEY MEET - THE MINIMUM REQUIREMENTS SHOWN HEREON AD THE N a CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETALS AND 0, CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS Ib' RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE - m OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE FRONDED WITH SLIP -RESISTANT "aj SURFACES SUCH M BUT NOT LIMITED TO, CORRUGATED KNMILED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH • ASTM 8221, &LOY 8005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING UC CRMNG TO SEDER& SPECIFICATION TC-C-00498A. TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION YM3liF�I.I.Ir�_ DIAMETER 4--81Cl z WALL THICNNSS) ' SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW TABLE OF QUANTRES DEPTH AN BRICK MANHOLE CONCRETE MANHOLE BRICK I CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YMDS 4 0.5 0.785 1.437 5 0.7 0.755 1.699 8 0.9 0.755 1.961 7 1. 0.75s 2.223 8 1.2 0.785 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 1 3.817 13 2.5 0.970 4A79 14 2.51 0.970 4. 441 15 I 3.1 1 0.970 4.903 18 1 3.4 1 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 0.582 T C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 510. 3'S' 2' 3'1' S'0' 'B' 3' 5' MIN,AP 4' 5' MIN. 12' MIN. 6, MIN GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. iB 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. G&VANIZED COIL WIRE STRETCHED `GROUND LINE POST LINE I OBTAIN TRUE QUIMITES. 2. A BASE THICKNESS OF 9• WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITION& FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR IMPROVED CONCRETE MANHOLE BLOCK. S. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". 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-1 THRU W-7E). � I 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATEVALVEWILLBE4" UNLESS OTHERWISE SPECIFIED BYTHEACSA. • SERVICE UNE TO CONNECT AT MAIN WITH XNW TEE, • REFER TO FIG. W-3 FOR THRUST 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 K.-0" CONCRETE FOOTING LARGE METER SERVICE LINE NTS FIG. W-6C NOTES: SEE GENERAL 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. -5"1"MATERIAL FOR CAP SHALL CONFORM TO THE &LOWMLE 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 V CHANGES 15' OR MORE BEVELED GA_- - END/ CORNER POSTS SHALL BE USED WITH ALL LINE VANIZEO STEEL 9 AND CORNER BRACES BARD WITH v, BRACES SHALL BE INSTALLED HALF THE HEIGHT MOVE THE BOLT M NIT. GROUND LINE OF THE POST WHEN A TOP RAIL IS USED, OR 'END/CORNER TWO THIRDS THE HEIGHT MOVE THE GROUND LINE WHEN A POST TENSION WIRE IS USED IN LIEU OF A TOP RAL. CHAN LINK FENCE GREATER THAN 6 FEET IN HEIGHT SHALL BE SUBMITTED TO THE STANDARDS M SPECIAL DESIGN SECTION FOR APPROV&. 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 16N. 4.00" GATE POST (DOUBLE SWING) 2.575" BRACE 1.66" GATE FRAME GATE GROUND LINE IOTINGTE SINGLE SWING GATE PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� 0 1 ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z � - N 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 o b 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". rw 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 7SA LT SALT 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 =CTION A -A OF OUTLET PPE IF TREATMENT IN DROP INLETS ' . ��] SLOPE TO DRAIN TOUTIET PI E A NOTE: HYDRANT MUST BE EQUIPPED NTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN V, (270') 2' TO 10' "-22" 7 CU. FT. b?r -VALVE BOX #68 STONE-1 1I >s.'� I I�•� I�o���6,. GATE ° • • .' VALVE all x 6., TE TEE 2500 P.S.I. CONCRETE A. BASE AND THRUST BLOCK AGAINST 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 Ilopez@milestonepartners.co 434.245.5803 N OC O ® w 0 r � 2 0 W zW 2 � O U a z w 3 O REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION.1 ?'�f`- T 24"MI INTIAL BACKFILL* i 8"MILN 6" LIFTS)` EMBEDMENTTHOROUGHLY COMPACTEDcxAlGwT.xarATtsxlBYHAND OR APPROVEDSPROF PIPES MECHANICAL TAMPERLic. No. 0402048507 AUNCHING 05-0421w- N0. 68 STONE EDDING 6" max4 min OUNDATION (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 BIAS a 8" C-C TYP. F30'TER_I I I I I I I• I I I A 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/OltTHE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTIDN BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SUBS SHALL BE 5' TO IT WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MY INLET 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 ME TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE STEPS ARE TO BE STAGGERED ACCORDINGLY TO WALL THCIQESS SHOWN FOR WR.In":x ]rwlrve "u nccry "R.ww lA IV "" IR UIPMCI CR NYV tiUY]I]I Ur ]IVRL. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE CO S BIAS • 8 C-C TYP. CONCRETE. - '' CONCRETE MIN. SHALL BE LEFT SMOOTH BYE NONE•• OF HAND TROWELLING. NONE 4. SAFETY SLIM MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE e. ALL CONCRETE TO BE CLASS M. ROUND j r FOOTING ROUND ROD •j'' ALTERNATE ANCHOR DEVICES IJ I( '11 OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. _ _ a CLANS A3 (3000 PSI). RECAST CONCRETE IS TO BE M (4000 PSI). REINFORCING STEEL TO BE N ACCORDANCE WITH AASNTO M31. .. .. :..' . •.,r :��^. %�. ,i ,i..--�... O ON PLANS THE ]. WHEN SIS MAY BE USED IN LIEU OF SETTING POST IN CONCRETE.) DIETALS OF NVERT CHMIAN AS SHOWN HEREON ARE FOR EXAMPLE a PURPOSES ONLY. EACH MANHOLE CROP INLET IS TO BE SHAPED - 3. OPENINGS MAY BE 30" OR 30' SQUARE. WHEN STRUCTURE IS TO INVERT 6 TO BE SHAPED N VAR.10',12'.14' DEVICES SHOWN ME I ALLY TO BEST FIT THE PARTICULAR IN -ET AND OUTLET AR LESSACCESST OWNING SH LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WDTH BY WIDTH ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING REPRESENTATIONAL ONLY. .1I1TII, 12" II CONFIG (��] CONFNXERATION AND FLOW LINES. SECTION B-B �„ LONG). 5H W IS ALTO BE INCIDENTAL IN THE 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 XVCX7T SPECIFICATION XVDCrr `VDOT SPECIFICATION `�=T SPECIFICATION �VDOT SPECIFICATION REFERSNCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND STANDARDS ROAD AND BRIDGE STANDARDS STANDARD FENCE REFERENCE ROM AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE ROM AND BRDGE 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 1 5 SHEET 1 OF 1 REVISION DATE CHAIN LINK 507 SHEET 1 OF 1 REVISION GATE SHEET 1 OF 1 REVISION DATE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 106.09 108.01 503.04 ]/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 507 708.08 VIRGINIA DEPARTMENT OF TRANSPORTATION D8.14 VIRgNA DEPARTMENT OF TRANSPORTATION PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 NOTES AND DETAILS 3 Cln2 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) 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES ARIABLE 0°-360 TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ADCORDINGTO PLANS 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 3 4' MIN17 MANUFACTURING REQ.) 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-12MANCOR DUAL WALL, (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), 4"- 12"FOR CORRUGATED HDPE (ADS N-17MANCOR DUAL WALL, r PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC 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 R 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. GRATEOPTIONS LOADRATING DRAWING# PEDESTRIAN MEETS H-10 7001-1102= STANDARD MEETS W20 7001-110.208 SOLID COVER MEETS H-20 d112MOGPB 7001-910204 PEDESTRIAN BRONZE NA 7001-110 DOME WA 7001-110.2D8 T001-110.021 WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7 0.5006, 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A535 GRADE 7050-05 , WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MITER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE WITH THE EXCEPTION OF THE BRONZE GRATE. 2 -FRAMES SHALL BE DUCTILE IRON PERASRA A536 GRADE 70.5005 PROPRIETARY RIGHTS. THE RECEIPT NR BUFORD, GA 30518 2 -FRAMES SHALL BE DUCTILE IRON MR ASTM P536 GRADE 705005 3- DRAINBASINNE BED STOM MANUFACTURED TO PEAT DETAILS. POSSESSION OF ORANSFE PATE OY29.Ofi (r70)932-2490 3- ARESIN TO BED STOM MANUFACTURED PLAN DETAILS. FOR RISERS ARE NEEDED FOR BASINS OVER84'DUETOSHIPRNG RESTRICTIONS. IN N 1-11 SEE DRAWING 0 ](p 0065 OR LICENSE THE TRANSFER, OR LICENSE THE USE OF THE DESIGN OR THE DESIGN 7�T � Nyl' last TAXPHN FAX (770)932.2190 RISERSDRAIN FOR RISERS ARE NEEOF➢FOR BASINS OVER 81'DUETO SHIPPING RESTRICTIONS. W SEE DRAWING N 1-11 0-005 S G 0 700 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO,HAME ✓ www.nyloplasl-us.mm 4 -DRAINAGE CONNECTION STAB JOINT TIGHTNESS SHALL CONFORMTO ION OF THIS PRINT ORANY INFORMATION TUB 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHAM CONFORM TO ASTREPRODUCTION D3212FOR HDPE (ADS N171HANCOR DUALWALL], CONTAINED OFANY ORRTHE ASTTITLE D3212FO2CORRUGATED HDPE (ADS N-1TMPNOUROVAL DUAL), SEWER.CORRUGATED N-12 HP, & PVC SEWER. N-12 ARTICLE HEREFROM, DISCLOSURE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS �� 0Y111fi 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N-12 N-12 HP, &PVC SEWER 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 3800. TODEMRMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 5- ADAPTERS CAN BE MOUNTED ON MY MOLE O° TO 3W. TO DETERMNE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.1 W12. PERMISSION FRnM NYLOPLAST. _,,-- DWGSME A SCALE 1:20 SHEET IOF1 DWG NO. 7001-110.189 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING NO.. 7001-110012. NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. I MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSRAKE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 36" FOR CORRUGATED HDPEADSIHANCOR(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 70J6005. 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 3O°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. 6 - 12.24' PEDESTRIAN GRATES SHALL MEET FI.10 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 O°-360° TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLANS SEE DRAWING NO. 7001-110-111 FORNON 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 HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30513 OR POSSESSION OR ORNYLOPLASTPOSSES NCENSE HEPRINT USE OF THE DESIGN TRANSFER Olt LICENSE THE USE OF THE DESIGN OR GATE 4.20-07 PVC N to last PHN 770 932-2M3 ( 1 FAX 0 932-2490 m) HEREIN NRINT REWSEO BY NMH PROJECT NO. NAME y www.n to laa4us.c T P RECHNIDUCTION OF THISO REPRODUCTION OF THI3 PRINT OR ANY INFORMATION TITLE 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 IOFI DWG NO. 7001-110.283 REV E (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSI TAKE OFF) 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 PARTDRAWING# PEDESTRIAN 7001-11D207 STANDARD SOLID COVER NMEFTSWO ]001-110.209 PEDESTRIAN BRONZE 71M11101:DOME 7001-116211 DROP IN GRATE 7001-110.079 WHICH MATS. SPRINT DISCLOSESHAS DRAWN BY EBC MATERML 3130 VERONA AVE THE OPUST H75 PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 POSSESSION OF THIS PRINT DOES NOT CONFER, DATE OY30-06 PHN(770) 932.2443 JJSFER OR LICENSE THE USE OF THE DESIGN OR Nyloplast FAX IHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME �.1ny01oplas.2490 'RODUCTION OF THIS PRINT OR AW INFORMATION TITLE NTAINED HEREIN, OR MANUFACTURE OFANY 'ICLE DATE 0Y%16 151N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL HEREFROM, FOR THE DISCLOSURE TO OTHERS ORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ,."oc,n., c"r..­ nn.o. e_......__._ DWG SIZE A SCALE 1:25 SHEET 1OF1 DWG NO. 7001-110-190 REV E NYLOPLAST DRAIN BASIN WITH STANDARD GRATE MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (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 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'.30' FRAMES SHALL BE DUCTILE IRON PER ASTM A636 GRADE 70,%06. 8' & ID'STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OFA PVC BODY TOP. SEE DRAWING NO.7001.M.M. 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 WALL), N-12 HP, & PVC SEWER (4--W). 5 - ADAPTERS GAN 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 4"MINC 6" MIN DRAIN BASIN (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. 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 MATERIAL 31M WROMAW THE NYLOPLAST H75 PROPRIETARY RIGHTS. THE RECEIPT HAS BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER USE THE DESIGN OR DATE 9.30.99 Nylo last PHN(770) 932.2443 TAX lny�oplest usa TECHNICALNFORMATION SHOWNOF HEREIN REWSEDBY NMH PROJECTNO.NAME REPRODUCTION OF THIS PRINT O2ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OFANY DATE Obi1-06 DRAIN BASIN& INLINE DRAIN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ....Roma"co 1.-nu.- __...-__- DWG SIZE A ISCALE 1:25 SHEET IOF1 DWG NO. 7001-110-111 REV E NYLOPLAST DRAIN BASIN WITH SOLID COVER 18" MIN WIDTH GUIDEUNE 8"MIN THICKNESS GUIDELINE •t' 8"MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR AVAILABLE (ACCORDING TO RECOMMENDATION (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS/TAKE OFF) (MIN. MANUFACTURING (6) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE VARIABLE 0° -360° REQ. SAME AS MIN. SUMP) ACCORDING To DESIGNED TAKING INTO CONSIDERATION LOCAL SOILCONDITIONS, ANGLES DESIGNED TAKINGINTOCONSIDERATIN LOCAL SOIL CONDITIONS, PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. VARIABLE 0°-38V TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. ACCP�SGTO 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" 136" BASED ON MA UIF CN. N RING REQ.) 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. JIMUMhU RAGA TEN IN WRILM DRAWN BY EBG MATERULL ilJU VCMMAAYL HASPR PSUWEL HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GA30518 SION OF THIS PRINT DOES NOT CONFER OR LICENSE THE USE OF THE DESIGN OR GATE 1-23-06 " 1�T to ast PHN 770 932-2443 ( 1 FAX 0 932-2490 m) HEREIN LION NRINT REVISED BY NMH PROJECT NOJNAME y www.n to laet.us.c, y P OF THIS 'ION OF THIS PRINT OR ANY INFORMATION O TITHE HEREIN, OR MANUFACTURE OF ANY DATE 0&12-18 DRAIN BASIN WITH STANDARD GRATE REFROM, FORTHE DISCLWURETO OTHERS QUICK SPEC INSTALLATION DETAIL :N, EXCEPT BY SPECIFIC WRITTEN ...... __.._ DWG 9QE A SCALE 1:40 SHEET IOF1 DWG NO. 7001.110.144 REV J (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4'-36"FORGORRUGATEDHDPE �� (3) VARIABLE SUMP DEPTH 4" MIN ON 8-- 24" ACCORDING TO PLANS 6'MIN ON 30"836' (6'MIN.ON8"-24",10"MIN.ON30" (ADS N-121HANCOR DUAL WALL, ADSIHANCOR _zz//kj 812' MIN.ON 36' SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACTURING RED.) PVC DWV (EX SCH 40), PVC C9001C905, m ," THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC y ""'v� m GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT * tl CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) 'T BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 8 -36- 1 - 8' -30' SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12'-So' FRAMES SHALL BE DUCTILE IRON PER ASTM A5W GRADE 70-50-05. 8' & 1P SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF APVCBODYTOP. SEE DRAWING NO.7001-1100N5. 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. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL o»u YCKMn"AVc 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GA 30518 ASTM D3212 FOR CORRUGATED HDPE D3 N121NANCOR DUAL WALL w 1 OR POSSESSION OF THIS PRIM GOES NOT CONFER DATE OPiM7 PHN 770 932-2443 ( 1 N-12 HP 8 PVC SEWER 4'-38' . TRANSFER OR LICENSE THE USE OF THE DESIGN OR �T ` FAX 0 932-2490 ��11 5- ADAPTERSCAN BE MOUNTED ONANYANGLEO°T0360°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN 1\✓lo�last WWW�loplaebuss REVISED BY NMH PROJECT NO.NAME TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110072. REPRODUCTION OF THIS PRINT OR ANY INFORMATION 6-12'.30- SOLID COVERS SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06-12-18 DRAIN BASIN WITH SOLD COVER 7-8'& 1P SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL NO CONCRETE COLLARNEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET I OF 1 DWG NO. 7001.110-M REV E PERMISSION FROM NYLOPLAST. m m mno DI-3A 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT 1 C_ONST, BARS D. _APPROA -_ 11 PLAN 61 M o' MAX. is a BAR SECTION A -A KEYED COAST. JOINT ' WARPED y GUTTER I (BARS A %ARPROACH H_ _ _ _ _ ..-. ..• BARS F BARS E *3" DIAMETER - BARS E WEEP HOLE FRONT ELEVATION BARS F .. 1•-e" B•, BARS a (GUTTER REMOVED) I 3•-p•' WlP " BENT KATE SECTION B-B •:: '' VA R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. f TYPE B NOSE DETAIL $HALL BE USED WITH CC-2 & CG-6 STANDARDS. TYPE A I G0.VANIZED TYPE B /2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68"30' TO MOLE IRON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH %y' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. PR.PAVEMENT DI-3A L 0I-38 L DI-3C L WARPED PAVEMENI FLOW FL= Pw7j DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL VooT STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z33 104.09 08/10 VRGINIA DEPARTMENT OF TRANSPORTATION 302 © 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 o • • 0 W W 2 O U Z 3 O CRAIG W T. KUFARSKI Lic. No. 0402048507 05-04-21.4�, PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 NOTES AND DETAILS 4 Clm3 OWNER: JACKSON, FRENCH T & ESTELIA BARNES / ZONING: RURAL AREAS / TAX MAP PARCEL ID: 04400-00-00-036A1 PRESENT USE: VACANT RESIDENTIAL LAND / / \ \ 2 ❑3 �\ II I / \ / �\ 0 - 1 ` © I-- � � 1 '00- / \ I / \ I \ I / \ \ OWNER: SLUTZKY, DAVID OR MELISSA ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-034CO SUBJECT PROPERTY PRESENT USE: SINGLE FAMILY RESIDENTIAL ` OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD \ ZONING: RURAL AREAS \ ` TAX MAP PARCEL ID: 06000-00-00-07BAO PRESENT USE: PUBLIC SCHOOL(S) \ \ 15 I I I 1 16 I I � I 1 17 I OWNER: GUERLAIN, STEPHANIE A E & 100000 I ROBERT J HASCHART ZONING: RURAL AREAS .0000 — I TAX MAP PARCEL ID: 06000-00-00-07700 I PRESENT USE: VACANT RESIDENTIAL LAND — 1 _ /00000018 00000 OWNER: KALERGIS, DAVID & MARY M \ KALERGIS \ ZONING: RURAL AREAS / I TAX MAP PARCEL ID: 06000-00-00-077A2 PRESENT USE: VACANT RESIDENTIAL LAND 1 / \ I i / I ' 1 \ IOWNER: GEORGETOWN GREEN HOME OWNERS ASSOCIATION \ I ZONING: R6 RESIDENTIAL \ TAX MAP PARCEL ID: 060FO-00-00-00200 \ PRESENT USE: SINGLE FAMILY ATTACHED HOMES /\ 14 II SCALE 1 "=200' 0 200' 460' ID OWNER ZONING TAX MAP PARCEL ID PRESENT USE 1 THOMPSON, NEIL D RURAL AREAS 06000-00-00-08OC1 SINGLE FAMILY RESIDENTIAL 2 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-08000 VACANT RESIDENTIAL LAND 3 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-07900 SINGLE FAMILY RESIDENTIAL 4 KRASNEGOR, DANIEL G RURAL AREAS 06100-00-00-002BO SINGLE FAMILY RESIDENTIAL CAMPOS, JULIO CESAR & MIRNA 5 RURAL AREAS 06100-00-00-004AO SINGLE FAMILY RESIDENTIAL ADRIANA PENA 6 LOVES & FISHES FOOD PANTRY INC. LIGHT INDUSTRY 06100-00-00-00500 DIST. WAREHOUSE 7 CONNECT CHURCH RURAL AREAS 06100-00-00-00600 CHURCH WELLONS, HARRY A JR 2011 8 IRREVOCABLE TRUST & 2012 Cl COMMERCIAL 06100-00-00-02500 COMMERCIAL FLORENCE L WELLONS IRREVOCABLE TRUST CARR WOOD PRODUCTS LLC C/O 9 COMMERCIAL OFFICE 06100-00-00-02700 MEDICAL OFFICE MANAGEMENT SERVICES CORP 06100-00-00- 10 MULTIPLE OWNERS COMMERCIAL OFFICE 27A1/27A2/27A3/27A4/ MEDICAL OFFICE 27A5/276 11 HYDRAULIC RIDGE SURGICAL R10 RESIDENTIAL 06100-00-00-03600 MEDICAL OFFICE PARTNERS LLC 061W1-01-00- SINGLE FAMILY ATTACHED 12 MULTIPLE OWNERS R4 RESIDENTIAL 00100/00200/00300/00 RESIDENTIAL 400/00500/00600 13 HYDRAULIC DEVELOPMENT LLC R4 RESIDENTIAL 06100-00-00-03800 VACANT RESIDENTIAL LAND 14 STOKE, CHARLES B OR SUE S RURAL AREAS 06000-00-00-076DO VACANT RESIDENTIAL LAND DETERT, JAMES R & NATALIE R 15 RURAL AREAS 06000-00-00-076D1 SINGLE FAMILY RESIDENTIAL DETERT 16 KENDALL, DAVID B OR TETIANA V RURAL AREAS 06000-00-00-070YO SINGLE FAMILY RESIDENTIAL TERRY, SHERWIN H JR OR 17 RURAL AREAS 06000-00-00-070X0 SINGLE FAMILY RESIDENTIAL ELIZABETH M 18 ABIDIN, MARY LOUISE RURAL AREAS 06000-00-00-070MO SINGLE FAMILY RESIDENTIAL COOPER, JAMES M OR V SHAMIM 19 RURAL AREAS 06000-00-00-07OM1 SINGLE FAMILY RESIDENTIAL SISSON YMU © 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= ® �° •il (A • G W z Li" _ OU � a Z O CRAIG W J. KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 EXISTING CONDITIONS PLAN - OVERALL C2mO ids BIRDHOUSE ` \ \ �\ II FFOIT/ % P / La0N\C. BASE I LS CqA /9 ('I BUSHO \\ \\ \ 1t ; ; I I 1 , I ; I , 1 I I\ \ \ \\ \, \, ' 'I DREYFUS I I I 1 GP / I / G\RITICF�L I \ \ \ 1 U I 1 1 r Co 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— — N- \ 10' X 18' FfFAME SHED CHILLER ON � W I \G I I 4.25'X3.15'PAD / 4Q ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC \ 3' W METAL DOORS 2 R4 \\ \ \\ t I / , // / \PE ARCHITECT / / / 1 1 UG I \ \` \ \ \G \ I O'SHDEA+AWI SON STTEWORKS \ \ \ \ \ /y\ CO/l✓C. S !F / CIVIL ENGINEER 1 / C TIMMONS GROUP It / STRUCTURAL ENGINEER � `/ \ \ / \\ \9C,lOf \ TOP=562.78 DMWPV F i \ \ F \ BOT=55518' S . ^I- \ \ \ MEP ENGINEER \ GREASE 2Rw / \ \ \ \ \ I \ \ J4LER RIP ` \ TRAP (2) LIGHTING DESIGN 2/ / , / // / / I I f✓; �:;;;i;: �:.;.'�:j�/ / / , l / / /,, ///TOPS / / I \ /� -- \ ROCK �\ \ TOP=562.85' RANDY BURKETT LIGHTING DESIGN / ` ANMOU I OT=555.53 // / / ..f:..;.;.;. l ....,.. , / �,' �, / ,/ll✓wfi 5b 1� lei (S�) / \ \ � \ INTERIOR DESIGN GLICKMAN DESIGN STUDIO \ / METAL D 3' W VAULT D ACOUSTICAL CONSULTING SERVICES \WATER \ , ( ) R ACOUSTICIAN / ^� \ :l:6- ALL SD CURB INLET _ 1 � lNVN90TC . /if CONIC ONlNVN. 62TCC(NW) MILESTONE PARTNERSlNVN 1"�P (NW) liopez@milestonepartners.co onep rtners.co INVOU56. 7j5" RCP SE 434.245.5803 24.2\?/ UFO/�� j G/ FFE=563.24' ---1 1 1 I II\ II III I I /1 1 / / I, 1 \ � \ \ FIBER ti 3'(W) DOUBLE II BASKETBALL VAULT COURT METAL DOOR FO ASPHALT C&Si Z I , coNc.sw \ x\ ' \` / G/ \ Id — EX FORCE V MAIN vGROl,H ` • SD INLETWUGRATE ^ I \ I l t 1 \ \ \ \ \Y \ ` - - - - - S 1 , �1 11 / (APPROX) \ \ • W TOP � 48 \ I I ` CHAINL/NK FENCE \ \ - - I / G I I / , lNV OUT=547.40 15"RCP (SWj I \ I 1 1 s' /l t cfit W \ \ Nm 1 11 / G/ _�11— _ —FM-� FM \ \ 1 ` CURB \ GT \� \ MHS / 11 _ (PORTION)\ \ �\ \ I\ � \"ITOA4562.6T � G&G 11 1 • U \': ` \ 1 \ TYR Ivu VI54.93'8"PVCZl.jj;h,\/tI\\\\\_\ -554.82'8"PVCfY / Illt \ Z It BLOCKBLDG .1:.: }t;_Y: \ \ , \ \ ` _ \ ALERT 111f w , TOP=54764 \ \^ I. .'' 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KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 EXISTING CONDITIONS PLAN - DETAIL 2 C2m2 \ \ \ \ \ 1 I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I / I / / I I I I I \ `\ \ \ \\ I \ \ \ \ \ \ \ \ I, I I I I \ \\ \ \♦ \\ \\ \\ \ \ \ \ \ \\ \ \ I I / / III // l / I \ \ \ C \ \ \ , I 4k, I % \ \ \ \ \ \ \ 1 1 I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 / / 1 / 1 I / \ \ \ \ \ D \ \ \ \ \ I ,�P`rF C9 \\ \ \ \ \ \ \ \ \ \ 1 j / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I / I I I I I \ \ \ \ \ \ 8/RDHOUSE'- \ \\ I ,� 04, / / \ \ \ \ \\ \ \ \ \ \\ \ \ \\ \\ \ \\ \\ \ \ \ \\ \ \\ \\ \ \\ \ \ I / I 1 I I I 1 \ \ \ \ I \ / \ LLG'i7kC.BASE I 3, 10 \ \ \ \ \ - \ 1 I J \ \ \ (1'INA)- _ / ems. \ \ \ \ \ \ \\\\ \_\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I I I I I I I I 1 \ \ \\ \ \ I% \`� I \ \ \ \ \\ \ \ \ \ \\\\\ \`\ \ \ \ \ \ \ \ \ \ \ \ \ , 1 I I I I I I I I I \ \ \ \ I /\ 1 \ I / / / \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \\ \\ \ \ \ \ \ , I I I I I I I I I I I I \ \\ \ \ \ 1 I \ ` _ / - \\\ \\\ \\\ \\ \ \ \ \ \ \ \ \ \\\ \\ \ \\ \ \ \ \ \ \ \ \ \ 1 I I 1 I I t 1 1 \ \ \ \ \ \ \ 1 t/ I / // Q I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I \ \ UGP I t I / I j / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 I I G\RlTIC/�L \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ t I I I I I i I 1 11 SLePES (TYPI) 1I \\ \\ \1 �s. - - - _ \ / / / I CHAINLINK ONC. 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KOTARSKI DATE 02/05/2021 - 17 \ OWN SHEETS C4.2 I I� , C5.1 C5.4 go� II I / CRITICAL SLOPES (TYP.) y X ID ISSUE NAME DATE I I I I 1 COMMENTS FS P / l2 21 CO S 05 04 0 I I II i a I II LEGEND: SCALE 1"=40' 0 40' 80' CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY - - — DRAINAGE DITCH OVERALL PLAN C4mO 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.) / C w �Rp Sc�j• C9 i ss9 so / PAVED ENTR. 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KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 LAYOUT & UTILITIES PLAN 1 C4m 1 � 1-LLl L LLI (2)Lu ffl \ \ _ / I Z Q \� I P� O/ 11 FFE=563.24' � I r�oo \ FIBER 3' (W) DOUBLE oo sB9j VAULT ootics� METAL DOOR FM 1 — FM �by� TIE TO EXISTING C Q / ��/ I — F 1 / / AND GUTTER TO BE ® _ FM — 18' _ WIDE DUMPS / / / / / CONSTRUCTED WI ® TW \ CONGRE SW FM ENCLO AA / // / / / — SIDEWALK PROJECT. , � _— � / EX. FORCE ® _ � FM LAMBS LANE / / // // / 11 E/ 20 SA ERLINE MAIN EASE NT / s / Gi / II II (APPROX) FM i / / / / 5 / R25' W - � IRE LINED' on \ ` II II I FMj ' LINE 24.5' / / / _ — u r - — 5 \ \ X�ING I O BE — — / / 1 0' / UG`.T R3' -- ucr \ \ 24.4' -� —+I — — — FM — — FM -� FM -0' EASEMENT / / / / / J CG-12 \ \ \ MHS ABAN D AT TEE. I I _ ' ' TOP=562.67' / G&G I I I I 8„ X 6" TSV l 54.93'8"PVC(�'E'� / III / / <, / / / — 8'MIN. J J V O-554.82' 8" PVC h R15' a II / o° g NNECT TO EXISTING 4" PROPOSED PU DR P- F/ / A_ CRGFMAINI�,NITH NEW 4" TEE I11 / / / / . 5� t)fD j \ \ 60 T\ R25' AND(2)4"PLUG V S—__w�d \ ALERT //� / / /i /111 / // / / / r / CG,2 12 - J .. J .(� ,e CG-12 ucr_ / / / 9i5 / Id/ / / / 1 °' R5' u - 2 T— — \ EXI ING Ef�ANCE TO BE CLOSED, 90° BEND "'-X 6„ T1 RA' O \ SIDEW 'TO BE EXTENDED ACROSS \ ENTRANC CONTRACTOR TO COORDINATE 3 11.250 BEND CG 6 B8' R4' 9' (TYP.) WITH SIDE PR 1' 6" R8' R100' OJECT AS NEEDED. \ \ \ 6" X 4" REDUCER BLOW -OFF ASSEMBLY BICYCLE RACKS J 4 4A ' FITTING TO METER R8 CC? 3" COMPRESSION v R \ . 22.50 + 450 BEND r- FIRE LINE'C' co 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@milestonepartners.co 434.245.5803 CN OC OC9 ® 0 r � 2 • • G W z Li" _ 0U � a Z O 9 `=-T L -'Ag CRAIG W J. KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 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. \ \ \ , I I I I I I I l \ \ \ \ \ \ \ \ \ \ \ I I I I / I / I I I l IN 554.10' 8" PVC (NW) \ \ \ \ I / NOTES: \ \ \ \ \ \ I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ / I I I // / / I I I I I \ \ / \ \ \ I I 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH \ \ \ \ \ \ \ 1 I I I I \ \ \ \ \ \ / / / / \ \ \ %C \ \ \ < / I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I l l l / / I l , \ \ L ci \ \ \ e'y SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \ \ \ \ \ \ \ I I \ \ \ \ \ \ \ \ \ l r l I \ \ \ L ` \ \ I /Ro SFr G \ \ \ \ r \ \ \ \ \ \ \ \ \ \ 1 I l / / I II \ \ IRDHOUSE\ \ \ Z cF + / 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH \ \ \ \ \ , / \ \ \ \ \ \ \ I / I / I I I I \ \ \ \\ I %!,,/ / \ , \ , / \ \ \ \ \ I \ � C BASE BUSHMRN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , I I J , \ , l K 1 s9 90 SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \ \ \ \ \ \ - _ \ \ \ \ \ \ \ \ \ \ I I I I \ \ / (115L4 - 7'ss, 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 I I I I I I I I I \\ \ \ \ \ , \. I \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I I I I I I I I I \ \ \ \ \ I / \ I \ \ I / / / OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HEMS \ \ , \ \ \ I I \ \ I \ \ 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE \\ \ \ \ \ \ \ \ \\\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , , I I , , I I I I I \ \ \ . \ \----' -- / \ , \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \ \ \ \ \ \ I I I I I I 1 I 1 \ \ \ \ \ 1 I / \ \ / / FA / / CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I 1 \ \ \ \ I 1Z I I Q 1 / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1 \ \ \ I / , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 I I I I I I �/ I \ \ \ UGP , 1 / I G DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \ \ \ \ \ ) I I I I 1 I I I 1 I fITIC r I \ \ \ / _ _ I / / CHAINLINK © 2020 BUSHMAN DREYFUS ARCHITECTS PC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ I I I I I 1 1 1 1 1 \ SL PPES (TYPJ) 1 \ \ <A - - \ � I / FENCE yP\' ONC. B E \ 3' W METAL DOOR \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I I I 1 \ I I I I Q/ \ PAVtED ENTR. \ \ \ / I (I'DI I / \ 4' (H) + ( ) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1 I I I I \ / I / UG \ TRADITION \ I I / I / I / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1 I I 1 \ I I \ G- � - - -IG / / \ \ \ \ \ \ \ , I I 1 I / / / \ ,�, \ �\ I C� / / \ 10'X18' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I , I I I I i \ \ \ \ ,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I 1 I I 1 1 1 / I / / I \ \ /G \ \ \ \ I G - / Ff I SHED I I / I CHILLER ON / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I l l \ \ � I 4.25' X 3.15' PAD \ \ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 i I / // �Q Q \ \ / \ \ /11 / r \ \ / ARCHITECT \ \ \ \ \ \ 1 I I f \ \ 1 BUSHMAN DREVFUS ARCHITECTS PC // / / / \. .\ ` \ 1 \ \ \ - \ 1 I 1 I / / / I \ \ \ \ I I Vd � F,o \ ? \` \ O'SHDEA+AWI SON SPE TTEWORKS \ 1 1 \ \ I 1 / 1 G \ I 3' (W) METAL DOORS (2) P� / / / / / / I I / I \ \ \ ` \ \ 1 I I I I I / I / \ I I \ i' - I / / / / / / / / / / / / , \ \ \ \ \ \ \ I 1 1 I 1 / / I �,_/// \ / / / / / / / / / r I I I 1 I \ \ \ I I / / I / \ � / I p, I I \ � \ c \ / 1 / / / /// / / I I I I 1 I \ \\ 1 I I I I I I 1 1 '/ I I '/ \ / \/ \ , j I \ \ I / / / / / ' / 1 / I I ..' 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ACOUSTICIAN is :7:: ' I / :i;f:::;:.. . r / / / / / / 1/ \/ / \ \ \ \ \ r / 11 METALUJJR::/:i r / .I::::i::::'.;.....::::;�/ I I I / / /, // / / / / - �\ / \ \ \ \ \ W/CAI 2) / ..'.L;... I:•.'./ I / //// /X/,, / / / / // / \ // '\ ` \ \ \ \ \ I I / `O\ ) Gc \ \ \ 0� I / /.../:;: I I / / \ - - Coly 6- ( ) ALL / / /// / \ \ \ I 1 I �n� I r.'.'i:' 1 I I / / / / r \ / / 1 \ \ \ \ \ \ \ \ \ I I / I\ \ - \ C 8 W W / / „ / / j.. \ \ \ \ CONTRACT( E O \ \ SD CURB INLET l l .. ..: / % ' , r r I 1 / /' / / / /' /� : j / / / \\ \\ \ \ _ , // ��0 I \ \ \ \ \\ \ \ \ \ I I ( / / \ \ O CONS --,AND DEPTH OF S \ TOP 56076' 11 I %'. '" I I / / /////i////i / / / f, \ \ \ \ I 1 , �I \\ 402 `I I - / I ..).::/:,: / - (TORT f,tUC ON I t::::'./. /' ''l:: I I / r / / / / / / / / / / / / UG \ \ / \ \ \ I / I ' INV IN 559 07' ,. TC ll I..i,1,;.,,,,;;:/:::;:1:;:;:;:;:;:. I I I \ r � \\ \ � s63_ \\ \GONG. I I I ..,,;., /,.;;;(;:;/.: 1::: I I I I , / ////// /// // / / / / \ 1 _ MILESTONE PARTNERS I...I.; , /// , /// / / / � I 1 / � --H- I \ i \I \I I ,r r/ / 1 � I\ \♦ / \�' \ \ = liopez@milestonepartners.co \ \ \ \ INV IN 558. ' 6" TIC NW) OWNERS REPRESENTATION I:1::::':::;:'.' I I I ////////I// �� �, / / \ _ - / / I - _ _ INV 5 . RC ( ) 434.245.5803 1 I .I.'.,.:�I:' I I - - - - 34 5803 I / I I / \ \ \ \\ \ '' l / \ \ \ \ 24.2\ A \ \ \ \ OUT 671'/l5" P SE I I . ;':I:;:;:I: I / //// , / / /// // / /I I \ I I I 1 I I 1 / ///��// �///// / / I GQ I \ G� \ /UFO/ / \ r 11 I , I / / /, / I \ \ \ „ \\ ` \ \\ U \ - O `\ / U' CL I I I I ' / / � / /, / / / // / I�J \ /� /\ - - - _ \1 I I I / / / / I \ _ \I I \ `s , \ FIBER / FFE=563.24' N \ I // /// // // // -A-- I II i I I / / S 1 \ t / oc \ \ 3' W DOUBLE I I I I //////'////////// �' I y I II I / I / / I _ S1 \ ,_ _ VAULT cti\ ( ) n I I I I I )/// // //// / /,, II ( / / / I I BASKETBALL I / l / l / /I I \\ \ I I I \\ C�s\METAL DOOR I I I //// //// / / / \ / \ I \ If I I I / \ I \ \ //\ _ / I I I //// / / \ r UFO II I / ,/ \ \\ / .,J \ \ '� / I I / / //// / /// / \ u I/ \ I I I // ` I \ \ \ , � O I I I I I , II //// /// ' / I ` 1 \ I Ix 1 I I .'ai:[[:: // \ SW I / \ \. \ - 1 I I I I I l l / III I I / /I / '/i l \ \ \ / i \ 1 II\ I I I.;:l::;l;::I:: / \ A I/ \ I I ` / \ shy \ \ G �� / /, \, / O 0 I \ \ \ 1 � / l I l / I l l l I I I I 1 I I Q C&'G \ \ \ \ - I 1 I I \ I I I :....l:I . / � \ / t \ - / I \ \ \ \ \ yP / "__� / / � \ \ \ , ) I l I l / l I I \ \ \ I I I I I \ >' '�'•' / \ \ I I / / \ \ / / w O t ] I / l 1 / l / l r I I I I I : ::).::'/'.'%''''/ `1 \ I I / ! ` \ \ \ / coNc.sw \ / ® OC r ( III ( I , I , \ \ I 1 , 1 \ \ \ \ 1 1 \ . \ / \ , / \ \ _ l I I I III \ \ 1'.':.: 1 G I I I I I I \ 11 ---f-x r j: ";:I::':; \ S ` ,p�I� / 401 I 403 \ l \ / i EX. FORCE \ H �I _ MAIN 1 I I I I I I I I \ \ \ I \ \ \ \ \ - I I- I I I 11�'� ;:::f::] '/ \ _ S`' \ \ ` 1 1 I I / / \ \ � l 1 l� \ I 1 \ \ � I - I I .1........ _ I s \ \ 1 I \\ 0 III \ \ 111 I y.;.f .., \ \ s W \ \\_ ( ) \ 00 Lu \ / \\ I I I S \ S APPROX I I \/ I \\ \ \ I r I L-� 111 /' I I .:1:;::�1:�::. \\\ \I \ I \ \ I \ ��., O 6T --_-__ / \ / , II / \ �� \\ \ ; , \ III / I '''t 'j/:!::r: '::' \ \ I \\ 1 I I \ \ \S60 , \ \ I /G Q II-r I \ � • W \ I '\ I I t:t ''7' ' .I 1 I \ � a I Qi / \ -\\ \ \ -� �m \ \ , III I i;::::::/;:/:;. \ - i I I\ \ ,_ \ \ -tpr� \ \ I A / l :f:::�:: 4: �:: �:' \ /,� \ I \ \ \ \ MHS -�-'Ci-(---41- _ -FMB FM-� \ Q \ , \ / p \ I \ \ \\ \ \\- ; \ \ \ \ \ TOP^562.6T G&G / 1111 \\ U I\ \ m r \ \ \:::: \ I \ I \ I I \ \ \ l l 54.93' 8"PVC (�E' / 111 \ - _ O \ \ I > \ \L \20' BLIC DRAT L: '''t'I' \ \ / I \ \ \ / \ \ \ - \ \ 1.;1::t:]: / I \ \ \\, \ \ \ \ VO-554.82'8"PVC \ 11 Z \ \ a m , I I\ \ I :)::':I:l:: 65 LF OF 48" WID UNDER�jROUND I \ / \ r- \ \ a Ili \ � \ \ \ I \ 1 , , \ 1.:; .::%:: I.:G: vNi `/ DETENTION (SIWM1) [0% SfcQPE] I \ \ \ � \ \ \ \ \ j 11 \ - - - - - - - {_A w- \ MH \ \ : I:.:..;?�::::::.:..... P �:'': I I 1 \ \ / \ ALERT //, // /III / // / / / / .. \ \ TOP=547.64 - , \ \4 : .lf� � �L '-.:.. '. I , STORMWATER FACILITY 1 \ 1 \ \ \ � - \ \ I \ \ I :::, I . L ... i::.. , �.. uo / / \EASEMENT I \ / / - \ / / / / / INV TS INACCESSABLE _ I \ \ \ -I \ I I I I \ \ \ . s ucr =\ / 8 I / / / / / / / / I L CHAMBER=544.52 I ' \ \. 1 ;;, r . ... O O 36'I ACCESS RISER WITH I / I \ \ \ 50 - - , - _ I r- ss1 - _ _ C O I \\il \\' \ \ 1a 1 \/1 \ \ Ir n\ > I VDOTMH-1 TOPKfYP.) I �\ \� \\\ 1, 404 I \ \ - _ 562 - - O ill -U - G� _/ _ - 559-h- \ \ �y I I \ /... 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KOTARSKI \ \ /, \� w� x \' x:; a:.\ :):;1.\ \ \ \ / \ \ \ \ \ _ - SEE THIS SHEET_ - - - - - - - - - - - - - - _ 05-04-21.�� \ T� SD CURB INLETS / // I \\a > \ x' : \;:\::\.::.\ \ - 1 \ \ \ - - - - _ - - - - - - - - - - _ 555 - - \ \ - // w \ \ x , \ 1 \ - - - _ 55 . Ssa - - - A INVIN=531.5715'R W GQi \ ).'.x.:. , _ _-- - -- --___ _ _ J INV1N=531.6315"RCP(N Q/ \ \\::\ x \ \\x \t:\\ \:!C:\ \ \ \ \ \ \ - - - � _- '^ -- - 5523 n -- - - \\ I S �/ sTONAL \ / IG 6�' INVIN=5275315"RCP S �i ^</ \' '.\:0..\ ... - \ \ \ .;.,:.. \ \ \ \ \. �\ -' - - - _ <1 :1 \\ \ - � N - - - ��� INV 0UT=5271724"RCP (SE) /, \ , .N\ \ \ / - \ \ \ . _ _ - - yy _ ' - \ \ $ S \ DRAINAGE AREA TO DITCH A = 0.07 AC // /' \ , 'k\ \ \ \ \ i \ \ \ ' N' \. - / - - - - _ _ _ _ _ - _ 5A1 / \ \ \� \ \ .\ \ \ \ 5 \ \ / C=0.38 /� 1,/ \ \\\ \ \ \\ \ N.:.'\\: 53 \ ,/ I - TC=6MIN 4 ' \ \ \ \ \.\ \:\\ \ :\ \ �.' :\ ` , I /' r _/� /' _ - \ \ 'r�5 `` I(2)= 5.0 IN/HR Q(2) = 0.38(5.0)(0.07) = 0.13 CFS \ \ \\ \ \ \ \' \ \ \ * '' \ I / / - _ - ' _ - - - _ - - - ( )- ( )- ( )( )- \ \ \ \ >n.'t. \ a'�'\:\'\.\. \ �,-., . , / 148 - - -- _ - 1-0 10 - 6.6 1N/HR Q 10 - 0.38 6.6 0.07 - 0.18 CFS \ + \ , . / / - - \ _ - s4e- \ V(2) = 2.11 FT/S (ALLOWABLE VELOCITY = 5 FT/S) \ \ \ \ \y � _.:;::.\ '\ \ \ \ \ . \ ::...., , , \- ' _ _ / -.-_x - - - - - _ • AZ \/ \ \ \ \ \ \ \ \ .\... ti .... \ 552 \ / / F. \ \ 25 GRASS LINED DITCH \�, \ \ � , \ \ \ \ _ / h� h \ •. - - 4 - \ - n=0.035,S=8.5% ^i' '\ mac\\ \ \\\\\I\1\\\\�*\`* .1\\^- *.`;`�: �' \\\ --553- -\ /�/ z^ / /-- / II `--- -' --- \ \ K:-;:: cP 'A \ \ \ \ \\'\ .,•'i .\ :\ :\ a \\'` \ \ \:..: '. ,.-:,'.. �,'. \ \ ... �; . ' ^.<.: �;::. \ - _ hGjO - / / a 5q'Sd . / ,. J / / Off"`''`- ' � .� < 12$ PROJECT NO 46423 DRAINAGE AREA TO DITCH B = 0.05 AC pp \ \ \\ :; '\ \ \ . \ \ . ... ' . \ - �'::::. ` - - - / \ - - - L �' \ \' •w Y ' . •T � ' ^'�' . / " / 3 \ DITCH B Q / CHECKED BY C. KOTARSKI C= 0.40 �' vA \ �\\ \ \ \'? .. �' \ ^ \ \ - 55 c,� / I / ��1 / HIS SHEET \ / .9 \ \... `• :`�:TOP7,533a \ - _ - / / l - 544- - a� l•' DATE 02I05/2021 f; \ \ \ \ \\ -- - / --- 27 \ TC= 6MIN ��, Z \ \ \ \ 1 \ \ \ .' . r ':; ?` / / / � - - 1 0 _ f = \ \ \ \:'. \.. �, .f INYJz1fi. 3 lsR(<!'(N f -` . 0 4i \ I(2)= 5.0 IN/HR Q(2) = 0.40(5.0)(0.05) = 0.10 CFS ,JG\ `z \ \ \ \ \ .\\ \ \ \ *. \ \ fltQ�l7F=5�6.1"RCFr(�E -- - _ _ 504 - _ - \ / / - - - I / - - - / S44 - - - ` - . FA'; \ I(10) = 6.6 1N/HR Q(10) = 0.40(6.6)(0.05) = 0.13 CFS \ \ \ \ \ \ \�. \ \ \ \ •, \ \..\ ` ` . = _ - - y5 / / \ i - - - _ \ V(2= 2.02 FT/S ALLOWABLE VELOCITY = 5FT/S \ \ \ \ \ \ \ ' ` . \ . \ 4 \ ` . - - - - _ - - - .\ �-* '::... 1 / 116 - '/ _ - - '_ I` / _ - "° - _.� - - _ � .. , 1 1 D(10)=0.14' ( ) \\ \�\\� `�.\\ \ \:;. \\ ;,-� - -~ � �: - 5 ---- -----'--_7/ _''� I 1`J' '_ l -_ __; - 11.�59} \\ 05 -- -r h- - O g �.:. -�_ 546'] -_ - - . \ ro ,' 1/ /' / / - ,;' ��_ 1 - - - - - - - . *:;.,-.\ -... ' - s47, - - /off` / / / ' 1 -GRASS LINED DITCH \ \ �\ " :1:: .:. _ ., . - -T - 546 / - / ��� / _ n=0.035;S=9.5% ^i' \ \ \ \\ \ \\ :.. +.}'� - -_ R _ \� - 5 i \ /- _''' / // `/ /- / _5 \ \ \ - / / / / / \ \ \ \ \ \ 'i\ - 'ter - �- _ • 1 \ !^' \ / - - / / / /'.;. ., -,\ \ / / / \ \ \ ' '� \ \ �. \' / \ II I. DRAINAGE AREA TO DITCH C = 0.13 AC \ \ / \\ \ \ \ \ \ \ \ \ _ - - - - \ \ _543 - - \ \ / - / � / - 1��, � [."�, � / / -' \ \ \ \ \ ' / / / / / C=0.35 \ \ \\ \-\\ _.;`. -_--_ - .'. '' ,/--- /' /. _ is _�� _- II /`533- \ \_- _ / 11 TC=6MIN , \\, - . --- CRl1YCf1 - 42-' / r.'..'.';---\ / 3 \ \ _/ / / / / 2 = IN/HR 2 = 1 = .2 F - \ \ Q \ - - - - - - - 2 TYP. - - ...'.'.:. > '; _ _5 - / / ' F.':;:;...:- '' - - - / -52 \ 50 Q 0355.0 0 3 0 3C S - _ -_ S OPES/ ''' 11 \ \ / / 110=6.6IN/HR Q10 =0.356.E 0.13=0.30CFS \,A _- ---- - -\ --- - .. �: ;.::: --\ / �/ , ;.,:':;.;.:!::. .:.,y.!.F; _ \\ \\ /' \ ` \ - I- / / ,/ ::. V(2) = 1.99 FT/S (ALLOWABLE VELOCITY = 5 FT/S) \ \ \ - - - '' ' :.: �,. 540- - - / \ ' / ' / D(10) = 0.22' \ , \ 3L� - - ?�:�.:'...:.;.;..... W:''' . i:.:.... j':'i.;.:;. i \ \ \ - y - - �/ / \ \\ / \, \ s'f`., / - \ \ _ .\ \ _ _ 4:1'.;.; .;.;.;.�.; .,.. �.':.�.;..�:. / / / / / %: .'.':''''' / \ I III/// x':': /::' '.... - 539 - - - / / /:: :::' ::i':':;:;:;:;. . _ \ I CONGS'oTED INAG�\ \ / \ \ , FS'9• /UG \ \ \ _ - - - - - "• - - - "::�;:::;\' :''::,*, ... '-'' / / II �-?.....:. :, ... _ " "\ \ - - - GRASS LINED DITCH ^ / ,, o \ \ _ / \ ` \ \ u? 1 \ J \ _ - ' _ , r..'.,.;.;.;.'.:: \ \ FLUME / \ ,\ \ \- '�,. ':..: \. ,. .. \: :;.;... \ ../ ., .,\ ..,.\ \ \ ' / / / ID ISSUE NAME \ % \ 1 \ \''::::i: \ / /,. :;:;7:;:; [;.;./':' .:::. :;:;.;.>r.;:;: i:;..:;:'.'. \ \ �';llj:;: \ I I I 1 FSP COMMENTS DRAINAGE AREA TO DITCHD=0.02AC � \\ , / :":`::' R1JCl ;: :;:�:: 1, ;.;F.'::: :: ' \ \'. \\ 15"RC�OUTFALL\\\�,' ' /' /' i \ \ MHD \ \ \ , ..1, I.\...1....... \ / / .;:;�.;.;.i,;.;,i.... y /:: �:;%, " � \:'..'.' '. I _ / / C= 0.35 \ h \ \ �':.;' i:;:;.I / :.., �..':� 1 :.�.\ 1''. I , I \ _ ` iNb4\523.0\b 5- , / - \ \ \ ., !4. `! ,;; .:...�: '' a;.:;G'.:'. -536- - / / ' :{ : F..'.✓'.,:.':✓ .;. / \':: .'.'..\:::, I I \ B \ / /' r / - TC=6MIN SD INLETW/GRATE -L TOP=534.16' Si° \ \ 1 / �:':::�.:'::; ., ': :' ;\::;: ::::. / / ✓: ',.': :: :;::.: .;.'. / \ .\: ::':: I F \ \ \ \ / / / / - TOP=533.88 \ INVIN=525.36'24"RCP(SIW) \ \ : �......;:;:;:;\:;.,..�:::: `_.'.. 50 / / :; ':::'.F:.:; F:;:.:' ;.:. 7 1(2)= 5.0 IN/HR Q(2) = 0.35(5.0)(0.02) = 0.04 CFS \ \ \ \;.�.,.,.,..'..' .. ",.., ....^ , I , /.. ,, ;:;.;i.;. / !:J::.::..:::: I I ':::I:: I \ \ \ 102 - /O , j / / , - - \ I1 \........\ ..,.,.-...534:' .'/.'.;/.;.'.,. 0"CONCRETEWSER \;::;:;: \ I I:;:::: \ s - - ' 1 / I1 = IN/HR 1 = 2= F INVIN=526.526"PVC(S) I \ \ INVIN=525.7415"RCP(SE) I \ \ ::`�:.,.-\::...:::;�.;;;:.-',,.::jFy:'::::.'.'...././ / - \ - - - ( 0) 66 Q( 0) 0.35(6s)(00) 0.05C S \:, / .533- /;.;✓;....:L;t.;.;.;.;. l . I \ a� / / INVIN=5258424"RCP NW - \ INV OUT=525.30'24"RCP NE P4 '' :�;:;' ::: ::::: =-5 ';;;::;::' i:::.I;.:.'Y / W/TRAShIRACK 1 � '.. .Z. I I I::I:::::F: \ \ I _ , �, �' ( ) I - _ ( ) I ::; -; : \:;\. / '6, ' 4 32 _ < . /.:/.: i . /. \ / • " -J I I p:' .. \ \ \ _626 - - � / -r l t.... \ is .:/ / . TOPRACK=52R. / , /;:, INV OUT=525.6024"RCP NE - RCP j ...: ,l, / INV 525.1 \ 531 _ . / / I. I / V(2) = 0.91 FT/S (ALLOWABLE VELOCITY = 5 FT/S) ( ) %- -- I \ \ 1 , / , ��"k I ',v �/ D(10) = 0.13' / -__ - I �';:�::' \ \ �_ \ i5yp: i:; i; ::,; :;:/ :: /''/ TOPCOiVG R/SER=527156 , ./-. !::.: / 1:/ Q�:' \ / ' \ \ I - $(f'WPp"' ' ER _ / / 1 ' : LI \_- _ - . ,s ...-.:: !:: ;.'.' / IN OUT=52506 18"RCP(NE) I I / - - I ---I R6� \_ - sa: - t..�./. , BO TOMSTRUCTURE�523. i I:. GRASS LINED DITCH ^ 7, --_L_-- - \ \ 5z \ .```.•.•.•..' , / !: I;: /: ' �: `., / / _ 524 - - I - _ _ _ _ �_ n = 0.035; S = 2.1% i. D � / ,l\ \ 1 \ \ \ - _ _ / r::l::';:;':: / ;'!/::'::�:/:. I- ' ' - - - / .' o�. ) �y / \\ I I ....•'.'I:•: \ / ;i:;:r.::, i;: :i:'';:I:.t.:I::/:/: :::, _ '522 - I - _ N-Z \\ 1 1.::ii:.:.t . \ / /; ;x: .., . '' i:r /;f;: ;/:/::. e:: - - - - _ _ _ , - I D tv / ,\ I , 1 .... / {:;:�� . ;:;:; . ::{::'/: f . :' ROCK -s2v- I' DRAINAGE AREA TO DITCH E = 0.16 AC 1 :;:'::::: I'' \ / / ::t: ;:' '' • •.•:j ; . ":' /: C= 0.38 ) o / \, , \ it +;:;:1 : 'I \ r ,:r.: r:::'''' r i'; ./.' :': :j( re : ' - -ARMQUl. � TC=6 MIN N D / \\I I \ \ \ Ex SWMFACILITY :::: ::r. f:..:.::.:. ..l;' / I - _ I(2)= 5 0 1N/HR Q(2) = 0 38(5 0110 161 = 0 30 CFS _ / /!.. 1 J ° / / \1 o I \ \ \ / (MFR. WETLAND) *:::� :'r /// , % ij (':I::.: r: <':.- _ r DATE 05/04I2021 / \ U I \ \ \ * :y:.:: / /:/::, .,:;.:'..:/I. BLIC DRAINAGE EASEMENTS 1(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.16) = 0.40 CFS \ � I I \ \ \ \ / .::: �. // v..;,,.../:/:;, f::r, : - - - - - - J- GRADING & (rj / / \\ in \ \ \ ' ,y:''':':< :'/ / / :'I':.':/:':;:;:;I;%::/::/::.;. - _ _ _ _ - �p V(2) =- 1.81 FT/S (ALLOWABLE VELOCITY = 5 FT/S) /' \� \< I \ x: / '' ' ' / / / / / / / I _ _ - - - _ - - 518 _ _ - D(1o)-o.zs' /'." .. . � '',. ,.. DRAINAGE PLAN \ I I \ \ v:: / /i ./.' /:'.: / 1 f I - 517 -I TRA \ \ GRASS LINED DITCH / r ,8,, \ \ ps?i 1. : :..:':'':::':': / y :,r,;/ ,, x?:✓::,: :, :;:;. _ \ SCALE I"-20' n - 0.035; S - 3.4/0 ^i' / z :::; � ' �:/:>''': r::!: !' X ^ \ ,I.I4:��iII ,, :r�:.!1.�,�,.�...: ;�: .'. / _ / \ \ : . .:r;x:, /I I ' ® / \ _ - _ / /: !: : i:..,.:;.;: ; ;;:X.:�'' : x;:f: :' / 1 1 _ _ _ �P �S>5_ I \ \ 0 20' 40' - _ - r / s3p::::.. : � � - - C5mO 1 SDCNRBINLET -s3>- _ - - _ _ _ �: :':� .;.'/:� .: .. ... ... .....:.' , V=510 \ / \ DITCH CALCULATIONS - / - _ _ / G _ _ _ r - _ TOP=532.30 _ - INV IN=528.65 8" PVC SW '' >: r. :::. !:: /7; :..:I �/ /, I , / / \ \ No Scale / \ \ 7N+/9(1/F=527.8315"RCP(NW) /.., �.'.'...:..,./. \ \ \ �::''..../.�r.. / ems• / � , � 5P O / I U 1� , / ► LU LL, I 'I ' \ R U) (2) Lu SO CURB INLET TOP=560.76' jJJ \ ►III lNV 1N=559.07' " TC (N IN 1N=558. ' 6" TC �NW) Z J I \ - - SD lNL /GRATE / 70P-55�O/S'\� 1_ �f INV 1N=557 6' 12" CP (NW) 2 17/ 7lVb 9 T-555.3�1 CP(SE) I DDD ► INV OUT 56.71 jl5" RCP (SE) 7 U e \/" I SCALE 1"=20' 0 20' 40' yP? G/ \ FFE=563.24' / - / ' _ I 00 VAULTFIBEc�Ncs MEOUBLE TA DOOR , _ / \ / SD INLET W/GRATE \ ` / - FM 1 - -F TOP=560.1� \ / / - j� 4 I 1 % -OWV 1N=555.09 6" PVC^W) R I / ' z 1 V IN=-552-�.48-6" PVCC (NW) ® INV OUT=552.14 15" RCP (SE) / CONC. SVti' � 1 / / /Gi EX. FORCE \\ 1 I 111 — — — ®/ FMB � _ FM , S LANE\\ / I 1 MAIN \ \ � A IV _ CRITICAL (APPROX) \� \ / — \ / FM • I — — — — — / LAM 5 // // / / / ��` SLOPES (TYP.) - - G 11 / / D- G 204 MHS \ - -��G/ \ 'i_1-+II— _ _ FM FM -r• _ \\� FM -� / / / / / j / / / / 20 24.4' \ \ TOA562.6T G&G I I \\ ` \ 11 SD CURB INLE / / ' / = _ "GT �- 54.93' 8" P l / I I \ I I TOP=S/60 l l VC (�E� V O554.82' 8 I I - _ \ I I � -" PVC � !Y � I I II I \\ r = \\ I / 75 \\-- - - - ---- - - - -- w/ / II// / / 203 ALERT / , w, 1111 / / / // / // ° _\\\\� a99d \\ \ ..J IG 7-1 \ \ :4 , �-F-,-,_-ram _ ;. �"'�-emu SS \ �\ \� \ MATCH EXISTING GRADES. Q U\ , . \ — = $62 — ' _ — — Q — C — — — — 202 11 I ; s 9 �\ \ \ \ \ ORDINATE WITH SIDEWALK \� — 559-h`O — _ — — _ , . / \ PROJECT AS NEEDED. 561 560 <_J`' a__ _ 220 —_� 1 ° — —/r // r 15 1 —\ 560 ` — 5589 119 WEIR PLA _ _ — — ' 36" ACCESS RISER WITH _ 557 VDOTMH-1TOP (TYP.) 180 LF OF 96" CMP MAIN LEVEL FFE: 561.00' UNDERGROUND DETENTION (SWM2) ' ,/ \�\ \ 1b9 - - /- \ _ - - j2 4 [0% SLOPE] - - • yQ6 ti r - - - - _ _ CLEANdUT (TYP.) 1 216 _ _-- -_---\\--STQRMWATE_RFWLITY-------_ _ _ _ EASEMENT 557--_ ROOF DRAIN (TYP.) �- `�`h \ :Je..,--- \1\ �- 25 - --- -__-�-___- �`��� T\\- -_ --- --\ -- Ir/ '�I '/ / / / � `1 /r r \ \ \\\\\\SS8 ► �, S\ � $AN 1 6 128 / / _ _ LOWER LEVEL FFE: 53%O6' _ - - \ \ \ - _ - / - / \\ // , / �-Q - - \\_ --- L _ J � � - O / l _ � _ � \ \ ! - / J' . I \ 209 `N ` DITCHHIS SHEET \ 1 1 I - - - - \ - \\ \, v - ` - - \ ` NAIN LEVEL-FF _ �' _ 544- - - / 27 \ \ 1 I I \/\ \ - - - _ \ \ \ // / - -556 I -544- - - - `- ` \ \ <�A. _ \ I \ I I 1 y \ \ \ \ �' J / J . /.'. \ J. \ cn \ I ! $$9 / S'99 \ 1 I — — — — — - / \\ \ — — — \ \ I DITCH D \\•• \\ (�/ -541�. SEE SHEE�C5.0 :a J, 1. J/ I I /•.i..1 \��• \ / I \Ss0 y / _ _ - ' - -.' "' J' r - - , ,540 � - - - 05 - _ •� � �.. �., `' J \ .. < 1 ., , J 14 1 \ /� �.� � 1 I 1.. � '� \ I I I $60 \i 561 ., � / // � 11'9 � �• I .��L ` ^ \ I I\ \\ �`�, 11 1 \1 r// 1 1 r ss`' / •'';r!: •.. y:<irr.... ' . / `r: �:w.. / .- ` 5 \ \ / /-�_?-'1 I \ - - \ - - - _ / / _ .J • cr `cr `ism \ \ J • 'I 1 I 1 $6 /-53� 3 Ile I21 / / / / / / / / / \ \ \ \ - `_ _ _ _ _� > i / / // / i \ u� /`TFA \ •. 52 _ ,..� 1 / / / .I:J h' / / / / ' 1 / ' -`ram / / / / GT' t So`E DRAINAGE L o 14 I / FLUME� CONG— / �.:;. ✓ / �:, ^ , \ \ / / / , / / / / / / I I I 1 \ \ \V2 S I ` JI I ',J J / 'l.CH DIT ' / :; . . �i'�'�'•'' \ \ \ �. \ . I 1 I I \ \ EE SHEET E SHEET C5/0' - -•s // / / ' / / / G)C�`OUTFALL 115" R 7NN=\523.0� &\ \102 G`ONCRETE l�I5ER I;.' :: ' \ I I ' ': � � I / � , , - I I � I \ \ \ / .. \� • / � $ \ / / / W/TRASIACK '..I.. / \ / (THAN E / I I 1 I 1 1 \ \ . .�.. I I I' '''' \ _ _ / �I / / / / 1 I 1 I 1 I I _ _ ASPM4LT / / .,'1 4 L'.F: \ THREADL 1 I \\ s / I I 1 \ p \ \ / i y .. /r 1 ` \ TOP RACK=529.`A6 /:y;:/.:T':: J I J:'I. I \ \ -526 - i - o \ \ \ \ \ // <7.. / \go, q sby , TOP CONQ RISER- Yt;/:;!:: - - 14 / - \ •100'WPpBUFFER_ _ /' \ - \ \ \ I I , I 1 1 u \ \ \ \ \ \ // �,,/.;.i / \ / Q OUT=525.01 18",RCP (NE) / ' �7. \ \ 25 , 1 I UG OM STRUCTURE2523.f, / 1 I \ ` s3s 1 1 �\ \ ` i�:�'�'�.��:�!.;Y;;:�:�';:/::�/�':�:�- / �:;✓:;:�;.,... .,.,,.,.G.I� �. �522 � � — — — \ \ \ � \ \ \ ��BUF \ � ) .��:%�'/iY:1�:/,ry.y�`y;i•,.'✓Y ✓ .�'i:�. I / R / r .:r: ri;! �.:rF/,r/,r✓Fl.:�%:: ✓i:;�' / / / / / / ROCK SLOPS Y JO'� BLIC DRAINAGE EASEMEWiS - _ J _ _ /^- \ \ \ \ 1 1 1 � t \ \ \\ ` � \ l 11 l J�..r:r:j:j:!FF`�./✓i'''�:�:�i'�t,.;::�'�'�'�''' / 1 / — i / ✓�:�:�'�.�. 7 � // 1 - - : a - \ \ ^' \ \ \ ` - - _ \ \ // ./ V,.;';/;1;.:FFI:Y::;:;�:.:/:Y::�li;:;:;iii'j' C>e - I TRA 0.5' AVG I \RIPRA� \ / �:.; ✓'. :Yi:/.r: / ---- 1 CLASS Al\ \ \ \ `\ \ \ \ ! . --------51s \ \ -- \ \\ \\ \ \ ll:i�l;:'::1 WIDTH 1 = 7.5'- / iIWDT 2= 15' I \ \ °� %\- / .;:/... I � \ / :�:�.r... ....!�:;.::j;i:�'. t.:;✓�::/::%��:�:'/ I -- -3D �P � /.,.!.i;;:;i:. ✓.,...,%...... V=510:08 I \ EPT�-I=1' \ \ Q .,./. ..y......... / \ 'OUTjLET PROTECTION IS VERD SIGNfD Td\ �...,,. , \ ACC UNTFORIO- RDE IGNORM.\ `\ \\ \ `\ \ `\ `- \ i�.l.J.?I�1j.11;tilf:r'/j!:!i:rr:Y:: �: �:✓!�: �.;!.:.y;..!:�.f':%. ./: is �%�:�/ I \ \ - -514_I - - / _ ( \ \ \ \ \ J ..,., 1, J: 1. ...y.;.y;;.;.:•......�:/�: /.:/.;. /.'/':'. ^I \ \ \ \ \ \ \ I J.l.•.1�.1..1'':(';.p�.�.� QL Pi l .:./.,.;.,:; ..:�;.�;..,.;...:. mommm,Ill: . r ,. /..r.,.%y ✓ ,/ �rr'..;Y I I I I _� / / y 30"RCA_ -512 /! CHA/NL/NK / FENCE / !i;y:.%'' �'�'/✓'.'./ I41 // IN\V=509.55 - -\ \\ \\ �* \ \ \ \ \ \\ \\ \\ \ \ \ \ \ II�:I:I��:1j`'�[�:I:I�.l:t1 {I.l.t II,i711 I1�1:{'' \` 1 CONCRETE PFO WETLAND / . I \ \ \ \1 J •\ \ \ - \ \ \ \ \ I I. f.t.;.,l.l;l:{;t. l..{.IiIl'{ II'4. \ \ .<:.: ,....: � .... �.✓..! / � ' � \ �,;;.;., i PFO WCITLANIJ \ \ I 'f 7:':I:' I'{ I: {;•'' I'...;.; :;.;j:{:I; l:j:;.;. \ \ 1 \1.l;l;IF;(j.;z / / G� / PAD y� -509 - - it -:608:;.. � :�.�: / \ \ -/rr /r/r _ / / / / / t4 I :11 I;:I�Ci';Il'ja::�'1:;.(.i:la -506- // =/ !..r m NOTES: / 1.\:\; 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH /� SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. �✓/r / / y'/i / / / y. / / / y /:. / - / / _ { 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH / / / / ✓i;r /. / y / y/' / ,..;..'.r '.'.:: �' /' �: _ _'' / / / / _ / / J:;:; I I �� \ \\\. \ t\\t...\\I \ \ \ \ / x— SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. / %: I :1: ��'�' :\. \l�\l:t\,: '\t`:\:. \ I 1 ly ! 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE \ f... .." :: ' / r:::.. - / / / 1..:.\. �:� :C: (:t.�\' ' . �;:;:: I / :•:•:. \ i. - - y:;:: F;:;..::::.. t \ . .{..\, \ .,. \ I OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. J. I \ I.;:,:j I I4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE 1 )` CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. I :G: 1 PRE-CONSTRUCTION PRE CON TRUCTI N TAKED/FLAGGED LIMITS OF CRITICAL SLOPES T BE I ; 1 I DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. HMR Yfu © 2020 BUSHMAN DREYFUS ARCHITECTS PC 1 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 • • G W z Li"I• _ OU � a Evil Z 0 x / �u1 O ~a , r� > CRAIG W. J. KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 GRADING & DRAINAGE PLAN 2 C5ml 5\ NOTES: B 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH /,QUSF SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \ \ \ \ \ \ \ \ \ 1 I \ ` \ \ \ ♦ \ ` \ \ \ \ \ \ \ \ ' I 1 / ' / ' I / l \ ` \ ` \ IRDHO E ` \ I\ F ON T� j 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH ASE I YFL �'p \ \ \ \ \ \ 1 I \ \ \ l I S9y 90 SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. / a s 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE BUSHO OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. DR EY U S 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 1zl 1 ' Q 1 / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE I \ \ 1 UGP \ \ \ \ \ \ \ \ \ \ \ \ \ I I I 1 /TIC.�L / I 1 I / r � DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \ \ ` , _ CHAINLINK 6. SEE MASTER PLANT SCHEDULE (GROUNDCOVER MIXES) ON SHEET L1.2 FOR ALL © zozo BUSHMAN DREYFUS ARCHITECTS PC L PES �(TYPJ) I \ \ { i ' ` ` ENTR' E/' \ ONC. e E / \ FENCE 3' (W) METAL DOOR SLOPES STEEPER THAN 3:1. PAVtED \ / / \ 4' (H) TRANSITION (' °' / I { \\ \I \ I c�G / FkAME SHED CHILLER ON � \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4/� \ ` /\ ` � W I � 1 4.25'X3.15'PAD \YQ Cl Q \ \ \ \/ �\ \ \ ' / BARCHITECT USHMAN DREVFUS ARCHITECTS PC G< rI ITC Fq '- I 3' W METAL DOORS 2 554.29' \\ _ , \ \ \ �f�I � LANDSCAPE ARCHITECT CO C. I > O'SHEA+ WILSON SITEWORKS xTIMMONS GROUP STRUCT/ c'S'O �F� CIVIL ENGINEER T� \� q��✓o�g6Q/cam / / \ I \ 558.00, \ �F�/� / DMWPV ORAL ENGINEER \FFIBS ` ITC �css \ / - TOP=562.78 X \ 1'^I fP TC \\ / MEP ENGINEER R\ \ 557.a \ BOT=555.18' S, \ a ` V ULT \ \ \ / \ i\ '� GREASE .�G INLE��U/,GR6(\ / \ \ �� \ \ I \ 5 13' ,'lL T STRIP \ ` \ TRAP (2) PLIGHTING DESIGN d ' / ` % - - ` ROCK \ a \ \ I 5 /TOP 5 2: / � \ � I rc� \ \ I \ TOP=562.85' INTERIOR DESIGN �y�(/',/g/ \ `\ ARMOUR � I ` 558.37'\ \ \ \G BOT 555.53' RANDY BURKETT LIGHTING DESIGN / 7 — GLICKMAN DESIGN STUDIO Tc \ \ METAL)ACOUSTICIAN D R ACOUSTICAL CONSULTING SERVICES 7::' / •'::�::::;::;:?:;:'.;:' / r / / /, , �/ / / / / / // JG \ / \ \ ` \ \ \ / 557 V ULT \ <:i:�/� `� `\ CONC TC ` \ \ \ \ 6-8"(W)WALL 9 / / / // sss.9�\ \\ \ rc \ \ SD CURB INLET 559.13' l �lei- \ TOP 56076' \ c lNV 1N=559.07' " TC // , C \ \\ G ss3, CONC. REPRESENTATION I I I j.::.:.;./;;;;;f;;;;:;.;:;j;:. I I I / /// // / / / /' tl_ \ i I / I r�r) I 556. 7' / 5 1 \ \ \ INVIN=558. OWNERS liopez@milestonep rtners.co ' 1 / / / / 1 U,) \ OMILESTONE WNERS n S 558.74' INVOUT $6./ 5'RCP (SE) 434245.5803PARTNERS 24.2'\ \ A \\�\ � FO / /I I I / ' ' / / I \ 554.31' 1 c ` U G O /O // \ TC ` s, FFE=563.24' co 558.32' F / FIBER / OC / / / \ 1 ` \ \ - VAULT c ro \ 3' (W) DOUBLE BASKETBALL \ \ o COURT l � l / / / / / ' � I \ I � � � \ �s�y METAL DOOR � "„ 554.44' \ 1 I 1 I \L G 2 Q !^. \ \ _ I I I I \ I )::; , \ \ I I /,J I � `\ \ � / ,' I :�.','-E--E-' \ ` \ I \ r � Allow II� —tX , '' '`'''''' \ //��/ 1 / 1 G \ EX. FORCE \ � YIGRO MAIN ....i:!:'::' �\\ / �l \ I II 1 I \\ \ SS \ Ss0 S67 \\�'---- S \ ��1 It r (APPROX) • w G Q IUJI IX' 1 � - 11 \ — — \ MHS / -�G/ G � �-—FMB I FM__ _ \ • 554.78' \ \ TOA�562.6T C& I I U a � l l 54.93' 8"PVC (~SE� / 111 � _ � O a \ TIC \ �` VO-554.82'8"PVC ilk, 11 ' Z 1 \ \ 558.97' Y \ ,q aIt \ � � 7 �fi;: �:;:'.;. .;, '� TC TC '561.10 67` .15' W 11 \ I ` TOP=547.64 / ^ \ \ I : ti Ft .'::.X-T -:4 _ \ \ I I \ zss' \ � / / \ \ I I \ I 1 � 557.54' , 558.45' 560.16' \ \ � IN V TSINQCCESSABLE 1 \ \I :;4;:;:�: ,G, : .'.y.;.;�:. n TC — / 8AC E \ — —U I L CHAMBER=544.52 \ I \ \ p 1 \ 1 I I I \ \ \ — 55 .az /� s5a.a 60.a /— — — — — — TC UGT T 1 . / I 56 ° � O 559-h� \ \ X \ h TC \ _ 'j. \ / _ — 56 2 p / p o N \ TC , ,— \. RIM 552.42� 1 / I/ ` \ $ \ \ \ . -, "`: t t \ \ \ e9 \ \ J ! I \ $4 554.35' _ _ _ 561.71',� ;f"'Y'=�L I / —001 561.74' Tc _554.93-560 t1 _;��3` 60.71 CRAIG W. J. XOTARSKI Lic. No. 0402048507 A. DATE 05/04I2021 .' { _,---____ I___ GRADING SPOT I \ ::Y :.x , �� �SHOTS PLAN 1 TRA SCALE 1 "=20' 0 20' 40' ® /:x;:Y;i':7::C5m2 V=51P.08 / / G SD CURB INLET _ _ _ - � :;�.;.�;.;.�:.,.,✓ .,. \ \ C& TOP=592.30 / ..?*:;:.ly:!(;%�;.; !; y; A,%'/l.f '/;i'; rt�,✓r ,/ 1 // \ \__514--�� _/�/ ` ��\'• \ INV IN=528.65 8" PVC (SW) WV 9LLi1'=527.83 15" RCP (NW) , / 0 w 1 �"' Lu OR 7 I U=�O (2) yP� W SD CURB INLET r / TOP=560.76' / Lu \ INV 1N=559.0T " TC ( Z \ _ SD NL/ GRATE �I SCALE 1 "=20' INV 1N=558. ' 6" TC �NW) -i / _ _ 70P=558\OS'\� II lNV 1N_557 6' 12"�FCP (NW) 2 I- 7Nb G1L�T=3'S5. 3 1 CP (SE) i 0 20' 40' INV OUT 56.71 45"RCP (SE) y \ \ 1 FIBER FFE=563.24' / _ _ 5�� o VAULT coti \ 3' (W) DOUBLE Cn _ r M i� .9>� METAL DOOR / / SD INLET W/GRAT r - ' _ FM -� II /r TOP=S -xv - 5 C.(N 5�?Z4.4/36-PV'C W) NVOU - P(SE) ® TC r CONC, SW \ \ / \ ' / / / / IA FM EX. FORCE {\ I 1 _ _ - FM / S LANE / / 7�c MAIN \ 1 - - - - M8 / /5 _ \g \ CRITICAL \ I / (APPROX) \\ / - LA✓�i 8�5 // / / / l/ I1 559.14' �c�� \ / \\ SLOPES(TYP.) 111 // FM � / / ^ \ TC 559.0, 4 '\ \ \ 24.5' ' / G W c 204 ry / / 62.14' / \ MHS - -�-'Gi LF{- _ -FMB FM 45� 24.4' \ TOP-562.67' G&G / III 1 \ I I SD CURB INLE /\,k\ \ \ l l 54.93' 8" PVCJ� 11 \ I I TOP=S60 ° . 0 558.8 59 4 \ \ V O-554.82' 8" PVC y II I I / lIGV l = 5 .7 (NW -- - - --- TC/// 15 J > .��. TC TC s`S9 \\/ \\\ S�� W� W / .� 560.31' a 558.80 558.66' \ C� :� 8` l 11 / / I / V / TC \\ \ \ '561.1\ G\ \ 15'ALERT W AI{ / / / / / / / I / / / . J,. (. / J .. :'e, 559.79'�'�,�I \ \ \ \ \ \ S TC\ -III / \ { �. J. 56A �46 560.10' � •. TC 59.76' \ \ \ \\ _ _ _ \ \ \ 6'p 560.8T \ _ _ r 581 _ -_ U I I - 559.85' , S69°2s+ �'-!! 5so.7 ' S \ �\ \� \ MATCH EXISTING GRADES. \ 562- - . - - - U - - - , v _ J560.26' ' 560 2�,' 560.39 559.76' S9 \ \ - - - - -/ 202 \ \ ORDINATE WITH SIDEWALK II � J 560.150' 560.00 559.79' \\ \ \ 559 9T J PROJECT AS NEEDED. TC _ - - J / / / ' _ - I / 56 W'� J 560 0.6, y J.\ 561 56 559.96' 559.88' 559-560.86 4t1 220 _ J - ` _ - - 1 / / • \ { 560.41 `, J 6 ` \ 558 `56Q 4T ' J 60.71 LP \- _ 557 Q / _ 560.10' 556 _ - \ TS 560 39' // - - _ _ s' 56 .5� \ sos> a MAIN LEVEL FFE: 561.00' \ / V 56 / T \ \ ----yc D \ r / 559. Y7' \� � � \ 554' \ - _ Ss8 BS 555.78' - _ - _ ` J r _ 560.60' _ \ 553 _ TS 555.63' _ _ 560.89' c T-` 5512:. _ - .,< - - \ / 560:$3 560.39' � /fC 559.TC 560.29' - / 560.53' _ .Jt,� TC \ \ TWW560.29' - ___� - _ � J , ° ,560.74' - oao � .-. 560.79' 564�53 \ `\ �4 / C \ 560.39' 545.24 - - _ ` I _ - - - _ - - - ♦ { \ ' TC / - ✓� 5Q6 / - _ _ - _ _ _ \ 216 \ 6' 560I89' TC�60.79' - ---\`-- �'- ALP 538 90 557----^ 4' .... 39�7` ..f . •1.;,-; \ \ _ _ _ _ _ - 1 / ' \ / r / \ ` ., / A 's? \ ` 8.9t) -544. BW 537.8T\ `f.. _ ___`...`..�'.+..\.\\ _----- __--_ \ _ --- It/'�\ \ vJ TIN 40 20 .. , 54. TS 539.35' - \ ... _ _ - - _ _ - _ / ' - - - - - - - - / \ � f f` I / �n \ 1 { 55�.0T \ / $AN 1 IN 537TIN 28'83' \ / - � _ \ _ \ - � _ _ _ _ - - � _ ` \ \ _ \ - \ \ \ \ / /' `\ /56Q / / 128 \5�9 / 559.29' t�q5 53.27' J 558 / \ / 5372T {. 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KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 IGRADING SPOT I SHOTS PLAN 2 C5m3 HMR Yfu d ('J C) L L m coaO. - U Q pj O U i n L M 00 .. N n MO m u7 O C O C M .,.. 0 O �QUaF�M-CO- U�cnO���-- ��-p u0 M It 0' MNNN u'1 MO UV fMau'1WN a M106OUy O+O+6uo- 0O +umj�n) 04 _ ,Z >�- +o� W��z�ZMzZO o > OZ zOO a¢a ¢a> > �QO6U)>>zZzZ gFz �n� ��z z - 550 105B: VDOT STD. MH-1 STA 11+79.00 TOP 536.98 INV IN 531.50 (105C) INV IN 532.22 (127) INV OUT 530.01 (105A) 104: VDOT STD. DI-1- STA 11+78.33 TOP 536.80 INV IN 529.34 (119) INV IN 529.25 (105A) INV IN 530.85 (113) INV OUT 527.04 (103) 55n 565 1 545 545 PROPOSED 540 GRADE 540 � 11y o TMIN 535 °[° 535 0000 113 / 93 95 530 OP 530 11 @g5 3' MIN. ZZ 525 525 EXISTING GRACE 520 520 STEP DO STRUCTU E WITH z' S EEL 515 PLATE 515 / 101 F 510 510 106: VDOT STD. DI-1 STA 10+65.73 TOP 538.90 INV IN 533.71 (107) INV IN 534.19 (125A) INV OUT 532.79 (105C) 108: MH-1 STA 10+90.15 TOP 549.39 INV IN 542.00 (109) INV OUT 534.93 (107) 110: MH-1 STA 11+26.60 TOP 560.62 INV IN 547.58 (111) INV OUT 543.81 (109) 565 PROPOSED GRADE 560 n 560 A 0 TOP = 557.0 / 555 555 96" CMP (SWM2) / [0% SLOPE] 550 550 INV = 549.0 0 1 , OF 2RNOplo oE 545 2 R9 545 EXISTING STEP DOWN GRADE 10g PSTRUCTURE WI rH 21" 21 � P 364" Y, EEL PLATE. 540 °I° 540 T MIN STEP DOWN STRUCTURE WITH 21" STE L PLATE. 535 535 10� O 22R NO o 4 5 530 � y P 530 2@i5o0 105A 99' OF 37 HOPE 2.4„ @200% 525 525 Co O Lo 0 OM NCMO n F �°pN O M u•1 D' M Lo M H >"-'ZZZ 0 gQo>>>> U) Zz �rnH-- Z 555 ° 125B: 15" Basin - Circular Grate 7 STA 12+08.86 ° rn TOP 538.99 ^ INV IN 534.44 (125C) uo INV OUT 534.34 (125A) " o rn o M 106: VDOT STD. DI-1 o + u° . ch F 122: 24 x 24 inch Rectangular Structure STA 10+00.72 �_ C" z STA 12+23.97 TOP 538.90 O Q a TOP 541.43 INV IN 533.71 (107) INV OUT 533.70 (121) INV IN 534.19 (125A) INV OUT 532.79 (105C) 555 SFin 550 550 545 545 PROPOSED GRADE EXISTING 540 GRADE 540 535 / 535 21 OPE 45 530 5 . NAP o 530 119 @5• 171.02' F 15" HDF E @ 1.00 /o 525 525 520 520 515 515 555 555 EXIS ING 550 G DE 550 545 545 PROPOSED GRADE 540 540 3' MI . 535 535 125A 12 C 9.61' OF 39.0 ' OF 5" HDPE 15" NCIPE @ 0.50% @ .50% 530 530 525 525 520 520 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 12+25 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 STR 100 - STR 118 PROFILE STR 104 - SWM 2 PROFILE STR 104 - STR 122 PROFILE STR 106 - STR 126 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=5 VERT SCALE: 1"=5 m m 215B: 12" Basin - Circular Grate m C7 STA ??? 0 _ _ `m > > m TOP 559.14 m Co 0 ' m ° m o o m INV IN 555.34 (215C) A m r O ce) l� v � Q O O O O O .N.. L ce)(N U U .N. L M rs N t o O '2 L o L o U INV OUT 554.07 (215A) U C� t o ~ � .N... N �- Cm 0 H V °D H �� ' N N C �'t C Lo i Cl?F v V N Wn N O O �? uy °p r M N C r[1 °p �,,� N Co y 204: MH-1 c 4= 0 N _ o 00 V M M W t0 a0 W 7? 0 U7 rn CN'!OfM U7 m� n V mM (O •�M (O 00� N � 00rr N U) O U7 m � Lo CO N o O UO a0 M� U O O O M u0 C'M W C6 V) n u0 U') 00 c r N Lo fM U7 a V Lo oD u•1 STA 10+00.00 a Cl) + OUMj U�j H �O+ of H m +.DM H C?�O0 H m�} O� H iA00� [V OOH m�OF MOOM �NNU7 O co = N uo u> ,n v rn'n o U-) co ,n m 0 H + (o TOP 559.88 - + + o n ,n _ ❑ �u7z Z ��uoZ Z _ �� MZ ��0Z ,, U7z LoZ 0 ��UOo �IUO'1U 00 � O� O p p O O O O INV IN 551.40 (205) p p � uo z z_ 2� U') iiaa-- a a- odaa- aa- a�EL U a O O C, O»> vF >» 'Oa » ol-O» C�HO» MHO» ��O> INV IN553.84(215A) '_°Fp> Naa»> oF0> cvUHZZ Z NU0? Z Z Cm P Z NCAFZ z NU�Z z NUHZ z NU HZ INV OUT 551.30(203) NU)HZ C,U�z z z NUP? 570 570 57n 570 570 57n EXISTING GRADE 565 565 PROPOS D I GRA EL APPROX. LOCATION OF UGT. CONTRACTOR TO VERIFY PROPOSED LOCATION AND DEPTH PRIOR 6" FIRE LINE: TO CONSTRUCTION. 560 560 33' -- - -�- ___ / -� �` 3'MIN. 1 - _ FIRE LINE'E' 1 TOP = 557.000 i� 555 555 140AV O 96" CMP f- 2 3 12" HDP (SWM2) 2 9 125. 2' OF @ 1.43° [0% SLOPE] 207 73.8 ' OF 15" DPE 205 183.74' OF 15" DPE @ 1.000/0 550 550 24' HDPE 0.500 24" HD @ 0.5 E % @ 0.51% ONTRACTOR FILL TO TO COMPACT T LEAST 95% INV = 549.000 STANDARD PROCTOR DENSITY 545 545 540 540 SWM 2 - STR 214C PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 565 565 PROPO ED GRADE EXISTING GRADE 560 560 / - 3'MIN. 555 r qi5c 555 02.70' OF 2, HDPE @ 1.00% 550 550 11.61' OF 12" HDPE @ 2.00% 545 545 540 540 9+50 10+00 11+00 11+50 STR 204 - STR 216 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -PROPOSED GRADE 565 565 EXISTING GRADE 560 560 4' MIN. 555 555 217 120.91' OF 24" HDPE 550 0.50% 550 545 545 540 540 9+50 10+00 11+00 11+50 STR 202 - STR 218 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE NOTE: PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. © 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 ol: O ® 0 r � 2 •il (A • G W Li" 2 OU � a Z to OG 0 -11Ag 0 1 y CRAIG W J. KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 ■ CHECKED BY C. KOTARSKI ■ DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 STORM & UTILITY PROFILES 1 C7mO HMR Yfu CONNECT TO EXISTING 4" F TEE AND (2) 4" PLU CONTRACTOR TO VERIFY AND DEPTH PRIOR TO CONS( 575 570 PROPOSED PUMP STATION INV. 540.63' 570 565 565 PROPOSED GRADE 560 560 4"CL52DI FORCE MAIN EXISTING 555 GRADE 555 M WITH 4" 3 VALVES. LOCATION RUCTION. \ 550 550 i 545 545 3.5' M N. 540 540 z z 535 W 535 z � IN 0 0 0 w Iz m + + w Z m w W m Z w m N N LL7 m t m 0 530 rn N v N 530 6" PVC GRAVITY SANITARY SEWER 9+50 10+00 11+00 12+00 PUMP STATION TO FORCE MAIN 575 z Z_ J_ 570 m 570 0 w to O o. O a. o_ 565 565 PROPOSED GRAD Et TING FFE=561.00 G DE 560 560 CONNE 6" CLASS 52 3.5' MIN. VERIFI DIP WATERLI E AND EI 555 555 1 1 15" H 550 U) 550 H > m m z boo 545 z 545 Q J O 0 LL LU Z� Q w w0� ~ mFof W m Go 0 co N w Q 540 O rn m co co � LU 540 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 CTION TO JG WATERLINE. LOCATION EVATION. IPE 9+50 10+00 11+00 11+25 FIRE LINE A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 L N 7 a) n L �- CID O �O L O f0 cM v Q O v Uca N c V L F O v o F o 105B: VDOT STD. MH-1 r1 rn oo co rn m o M roi STA11+79.00 N�,nacNi co m a0 rnv U�m0 u) M � m000(0Lo 6Lo TOP 536.98 m (O if1 m� + H _M O } r�F In INV IN531.50(105C) N�,M�00 � �=O oaaz mQaO INV IN 532.22 (127) co 0> aFOZ �U)Pz z g��z INV OUT 530.01 (105A) I U F z cn cn I- _ 5fin 5Rn 57n .ri7n 570 57n 555 555 550 550 EXISTING GRADE 545 545 540 540 PROPO ED GRADE 535 535 530 530 127 9.82' OF 12" HDPE @ 3.00% 525 525 520 520 9+50 10+00 11+00 STR 105B - STR 128 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 z Z J_ 570 m 570 w m O a O m a 565 565 PROPOSE GRADE EXISTIN [�FGRADE FFE=561.00 560 560 3.5' MIN. 555 555 CONNECTION TO EXISTING WATERLIf 3" DIP VERIFY LOCATION WATERLINE AND ELEVATION. 550 550 Q w z � W J 545 W w 545 w O w > > co LLI z ILL a w W co m Ur 0 LLI F 540 rn Lo _ v m W - H 540 APPROX. LOCATI CONTRACTOR DEPTH AN I PRIOR TO CON; E. 9+50 10+00 11+00 11+50 DOMESTIC LINE B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 575 565 565 560 560 PROPOSED BADE 555 555 EXISTING GRADE 2.2' MIN. 550 550 T 48" CMP (SWM 1) [ % SLOPE] 545 V = 546.0 545 1 0ek y0^ �^ ie 8 �O 540 540 535 1 535 TIE INTO EXISTING MANHOI TO BE FIELD VERIFIED BY C PRIOR TO CONSTRUCTION. STRUCTURE IS IN POOR CO STRUCTURE MUST BE REP( 530 530 E. INVERT ONTRACTOR IF NDITION, ACED. 9+50 10+00 11+00 STR 300 - SWM 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 570 570 EXISTING 565 GRADE 565 PROPOSED GRADE \ 560 560 3.5' MIN. 1' IN. ON OF UGT. CONNECTION TO TO VERIFY EXISTING WATERLINE. LOCATION VERIFY LOCATION iTRUCTION. AND ELEVATION. 555 555 6" CLASS 2 DIP WATERLINE 550 550 U) F i0 Ox z i0 545 X W 545 Z W Q m W Q N Q 540 L� W 540 APPROX.LOCATI CONTRACTOR DEPTH AN PRIOR TO CON; 9+50 10+00 11+00 11+50 FIRE LINE C HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 580 565 565 PROPOSED GRADE 560 560 EXISTING / ~ GRADE / 3' MIN 555 555 / 4' MIN. 3.1' 403 550 TOP = 550.0 0000 204,43' OF 15" HDP 550 48" CMP @ 1.00% (SWM 1) 40� F [0% SLOPE] �3 67 PE 15' N 545 INV = 546.0 @ 3' Oob 545 540 540 535 535 530 1 1 1 530 9+25 10+00 11+00 12+00 SWM 1 - STR 404 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 580 580 575 575 570 570 EXISTING 565 GRADE 565 PROPO ED GRADE r CONNECTION TO 560 EXISTING WATERLI SN OF UGT. VERIFY LOCATION TO VERIFY AND ELEVATION. (LOCATION ITRUCTION. 555 1' MIN. 6" ClSS 52 555 DIP WATERLINE H m OX z_m H 2 550 3 550 J m Z O W w < u w Q W¢ LL LLI 545 545 VE. 13+00 13+50 INV IN 533.32 (1A- 1B) INV OUT 533.22 (1 B - 1) STA 10+04.08 1 A TOP 536.85 INV IN 533.48 (BLDG - 1A) INV OUT 533.38 (1A- 1B) 580 560 z Z_ 0 J 7 m 0 575 w 575 O o- O o' o- 570 570 EXISTING 565 GRADE 565 PROPOSED GRADE FFE=561.00 560 560 3.5' MIN. / V IN. 555 555 6" CLASS 2 p� DIP WATERLI E V� z O H U 550 W 550 Z 0 O o w w w m w Go a 545 N m 545 9+50 10+00 11+00 9+50 FIRE LINE D HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 10+00 11+00 FIRE LINE E HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 D a m L 7 C7 L a m 7 r 7 M J o Lo It) �^cli co O c QcoU) v �ovov r` D � co (j uo in U') 0Z 0 uo0 �U)�z z �U) I-z .r,7n 57n 565 565 560 560 555 PROPOSED GRADE EXISTING GRADE 555 550 2.3' 550 i 545 48" CMP (SWM1) [0% SLOPE] INV = 546.0 �r `- 503 2.5' MIN. 545 501 540 1 1 .81' OF ' HDPE 0.50% 1 "HDPE 0.50% 540 535 535 530 530 9+25 10+00 11+00 12+00 12+50 SWM 1 - STR 504 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 REF. ACSA FIG. 2-1-C1 TOP 545.84 INV IN 532.25 (E.D.) INV IN 540.64 (2 - 1) INV IN 532.25 (1 B - 1) TOP 561.26 INV IN 552.16 (4 (1)) INV OUT 552.06 (3 - 2) bY:U�-Li J W w J 555 Of 555 ttl J O z 0 J 550 550 Lu EXISTING U) GRADE / d PROPOSED / Of Of GRADE 545 0- / 545 540 540 FFE=537.00 3' MIN. 535 535 BLDG - 1A 3.82' OF 6" PVC @ 0.50% rl'. 113 - 1: 182.20' OF 6" PVC 0.539% 530 530 1A- 1B 12.12' OF 6" PVC 24" HDPE @ 0.50% 525 525 12+00 9+50 10+00 11+00 12+00 BLDG TO PUMP STATION HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTE: PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. INV IN 551.52 (3 - 2) INV OUT 549.52 (2 - 1) STA 11+99.42 EXTERNAL DROP MAN REF. ACSA FIG. 2-1-C1 TOP 545.84 INV IN 532.25 (E.D.) INV IN 540.64 (2 - 1) INV IN 532.25 (1B- 1) ARri PROPOSED GRADE 560 560 EXISTING GRADE 555 555 \ 550 550 3-2 7.16' OF 8" PVC 2. 3 5' MIN. @ 7.50% 7� 8� 545 545 6 A ��S 0 540 540 535 535 530 [ 530 12+50 9+50 10+00 11+00 12+00 REROUTED GRAVITY TO PUMP STATION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 © 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 OC O OC9 ® 0 40 • (A • G W z2 W � O � U a Z OG 3 0 > CRAIG W. J. KOTARSKI Lic. No. 0402048507 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE 1 FSP COMMENTS 05/04/2021 STORM & UTILITY PROFILES 2 0 50 PROFILE SCALE C7m1