Loading...
HomeMy WebLinkAboutSDP202100011 Plan - Submittal (First) 2021-02-05HMR Yfu BOYS AND GIRLS CLUB -DRIVER'S ED SITE SITE DATA: TAX MAP PARCEL: 06000-00-00-078AO COUNTY OF ALBEMARLE SCHOOL BOARD DB 287 PG 414 PARCEL AREA: 216.69 AC LIMITS OF DISTURBANCE: 5.10 ACRES ZONING: RURAL AREAS (RA) OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE.M EDLEY@TIM MONS.COM SURVEY CONDUCTED: JULY- AUGUST 2020 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT: 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT: 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE: 25 FT MINIMUM REAR: 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: 32 FT MAXIMUM BUILDING SQUARE FOOTAGE: ±49,200 SF EXISTING USE: DRIVER'S EDUCATION COURSE PROPOSED USE: BOYS AND GIRLS CLUB, OPERATION OF BEFORE AND AFTER -SCHOOL CARE PROVIDED ON BEHALF OF A PUBLIC SCHOOL TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.23 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PUBLIC WATER AND SEWER WATERSHED: IVY CREEK WATER SUPPLY WATERSHED PARKING REQUIRED: 1 SPACE / 10 CHILDREN ENROLLED IN MAJOR CLASS/SHIFT CHILD DAY CENTER + 1 SPACE / EMPLOYEE PICK-UP/DROP-OFF AREA MUST BE PROVIDED ON SITE 1 SPACE / (300 STUDENTS / 10) + 1 SPACE/ 35 EMPLOYEES 65 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 62 REGULAR SPACES 3 ADA ACCESSIBLE (1 VAN) TOTAL PROVIDED SPACES = 65 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION LAND USE: RECREATIONAL COMMUNITY CENTER ITE CODE: 495 AMOUNT: 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 FINAL SITE PLAN SUBMISSION REF. INITIAL SITE PLAN SDP202000069 COUNTY OF ALBEMARLE, VIRGINIA 02/05/2021 on W00 019 Ivy Creek R I N E IVY FARM Foundation RIVANNA RIDC t G7G 1016 SQUIRREL RIDGE SITE LOCATION MONTVUE loos The Colonnades V 667 IVY RIDGE 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 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 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 L1.0 SITE KEYNOTE L1.1 SITE PLANTING TREES L1.2 SITE PLANTING GROUND & SHRUBS L3.0 TYPICAL SITE DETAILS 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: 29 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 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME COVER DATE Uj Como LEGEND ROADS SEWER TRAFFIC STOP BAR S EXISTING SANITARY SEWER m® STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. S-SAN-111l PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER TTTT7 DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT g^ W PROPOSED WATER LINE PAVED DITCH R g^ W PROPOSED VALVE - JUTE MESH DITCH TF g^ W PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH T t 4} PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK GRADING . �. CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW as BOTTOM OF WALL TS as TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TIC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 1O PARKING COUNT CRITICAL SLOPES D JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Albemarle County Engineering Final Plan General Notes Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSES FOR DEPTH TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. N/A 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. NYLOPLAST DRAIN BASIN MAINTENANCE h NvloplasteA. C0_oovt of E SYSTEMS. iec ..Tomorrows Dnirtage syelem Today Nyloplast Drain Basin Maintenance Considerations Background: The Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the frame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits flush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. DETENTION PIPE MAINTENANCE Inspection Activities Suggested Schedule • Auer several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris: clogging of the outlet structures and any pilot channels; excessive erosion: sediment accumulation in the basin and inlet/outlet structures. tree growth on dam or embankment; the presence of burrowing animals; standing water where there should be �: IIII .I Il:ni.l I none; vigor and density of the grass turf on the basin side slopes and floor: differential settlement: cracking: leakage: and slope stability. • Inspect that the outlet structures, pipes, and dowmstrcam and pilot channels arc free of debris and are operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annuall% • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed egend v yyo Oy CSA Hydrant S� salience, Ownership zd5 Not In service, ACSA Owned Not In service, Private Ownershi \ c,6� �- ♦ In service, Private Ownership as 556 \/ OZJr / �$61 * In Service, ACSA Owned , `7. 205 ACSA Fire Line SA Water Main 536 tlliry, Type _ t Potable Water Raw Water Static Residual Hydrant r I I f Or I-. Flow Hydrant e- L9 euttedrererencel«atieneny This prefoutls not Intended for any crown use than for Preliminary N '1, 1 � ,ring erg 9erre211a each purposes. The unions snow on this map are belie al to b, accurate. Alllim ar6 ccent utilp ungovwmems croon system changes mar nave Men updated since the umemmis"Reareforse Astor soureaeon of ropprawal ereaovs.«any shall liet Wwas al fo the w E Service Auth6rlty :i¢fumes.properolines ordondtm iswrger recreation Myand SnellnMMemif«n 9n, mMFiMtim, orwnsttusdon of Impw,meMs tD rezl Prou,W orrorM1zd vlsln Mt,rmin^on. S confused Jer 0Conapxvie.of ,.n. a. <_� Aetldimagery mcamm�mceelm mrhgmia o sun 120 180 24Sdmg•Cam ig Portrays, Data ProperWAIDDo ryNAlMmaFna Feet SASt ACaft MMNDY20W AlbemadeC•udy Date of Report ServiceAuth�rity Hydrant Flow 10/16/2019 Test Report h;n.,.m hp ur.w cr.,h,«tew•e.vA awn trng,gn�mh Location LAMBS LN Date and Time of Test 10/16/2019 10:53:00 AM Minutes of Flow 2 Pipe Size (Inches) 8 67essure Hydrant 11653 Static Pressure (psi) 106 Residual Pressure (psi) 91 L1 Q20 Looped Ll Q20 Multiple Inline Hydrants 0 Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 11654 Pitot Pressure #1(psi) 53 Yellow 1 0 Test Flow 1 1223 Flow Hydrant#2 Pitot Pressure #2 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Cl Test Flow 3 0 Total Estimated Flow (gpm) 1223 I,AW WA Q20 Calculation (gpm) 3140 tin, value In QZO Indicates he umclent pressure drop for Q2D OR a sole sprinkler testi Comments Hydrants opened all the way ror method of calculating pilot now with a red Pollard diffuser see ea 13, walau and Lutes article 1990 Journal Mamgeme a and Operators AsAW For yellow Pollard dnfusers, a ben rn third under pupnombl equation 0 the Pollard now vs.ptat Pressure gauges .,ad. Estimated Consumption (gal) 2446 For use for water audit Signature of Tester: r HMR YFU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS IlopezQmilestonepartners.co 434.245.5803 CN OC D O O W 2 • • t] W Li" 2 � O � U a Z 0 O i`iT 0 y O tr-� k.) CRAIG W. J. KOTARSKI y Lic. No. 0402048507 _1t 02-05-21etl PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 1 C100 HMR Yfu 2 x 6 RAIL 4 x 4 METAL POST UNLESS (TYP.) ON p�ANISE NOTED 1 x 6 TRIMMER 3'-0" I �1 x 6 SIDING CONC STONE—= T-O" 1 1x6CAP T-0" 1 x 6 TRIMMEI —( ►— 12 2 x 4 RAILS POST ELEVATION OUTSIDE ELEVATION 3 SIDES 2x4 SS BRACE 2 x 4 FRAME II� lihm-immil INSIDE ELEVATION 3 SIDES NOTE: ALL LUMBER SHALL BE PRESSURE TREATED. DUMPSTER ENCLOSURE DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN /LOCATION (VAN) LOCATION (TYP.) 1!/ J PAINTED u 18' 18, PER 2 /o MAX. VDOT I 8' 1 6 I 8' 8 �81 TYPICAL I VAN ACCESSIBLE ACCESSIBLE ' HANDICAP SPACES No Scale SIGNAGE NOTES: `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 4�� REGULAR SPACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24 STOP T P CD(TYP ) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 2 f� 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL 1 x 6 CAP 1x4CAP , ---j-3" CASTER INSIDE GATE VIEW 1 x 4 CAP OVER 1/4" SAG ROD DOORS ONLY 18,-0„ WITH TURNBUCKLE 6" HASP METAL INSPECTION FRAME W/ SOLID LID 1, EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) 6' 2' 2' 2' 6' 2' 2' 2' 3" CONCRETE COLLAR BOLLARD (TYP.) CRUSHED STONE BEDDING 4 x 4 METAL POST (TYP.) 6" DI CLEANOUT x 6 METAL POSTS 6' PLUG AT END OF LINE 1 12- A", STR HINGE AP 9 (TYP.) 12" CANE BOLTS --- OUTSIDE GATE VIEW EXISTING PAVEME F d NOTE: PROPOSED J SAWCUTTHROUGH U EX.SURFACE PAVEMENT MUST TIE COURSE IN WITH EXISTING w &REMOVE PAVEMENT PAVEMENT 2'MIN. 2" + \ EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale 20POSED PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 1/, HNALTY I PmT( W - $500 RE =100 - 5500 RE TOW AWAY ZONE TOW AWAY ZONE TVAN T 6' ABOVE ACC E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. SIGN STD. U POST GALVANIZED POST TO BE ADA PARKING SIGNS SIGN AND POST DETAIL No Scale No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. a .. CONCRETE SIDEWALK PAVEMENT SECTION No Scale CLEANOUT DETAIL No Scale R= ia" CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX =r . OF 30', WITH PREMOLDED ;. EXPANSION FILLER CONC. WALK r, a.a < er. \. • n a p. 6 .•A ..f f.. a. a COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale 7-1/2" ANCHOR WITH'/g" R�.,n IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 4" 21-B STONE GTH 0.5' FROM EP d a d. 1 e d 6 �7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK a. "a EP/ FC 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 2„ 2„ R a, CONIC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE x 3„ 4„ � a 1„ R COMPACTED j d a .. d d 7" SUBGRADE j/ o ° a 4' 4 CONTINUE 21 B STONE 4" MIN. D BASE FROM ADJACEN- PAVEMENT SECTION UNDER CURB 1,611 7" 2'-0" VDOT STANDARD CG-7 CURB & GUTTER No Scale 2" R COMPACTED SUBGRADE -\ 1 T 4" MIN. CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE d Q ' d 7, d o Q ° 4 d. 4.4 0 CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION 777\/I UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale --- -- - -- 4„ _.. VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale `THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DETH IS TO BE 18" AS SHOWN. 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) D. 11-0 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale ^" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE C= DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 6" TYPE 21A STONE COVER /\\ /' COMPACTED SUBGRADE CBR 11.2 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS IlopezQmileslonepartners.co 434.245.5803 CL N 1% O 2 0 2 rI Lu W • Z W x • O � U a Z N O > CRAIG W J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 2 C 1 0 1 MI 3B, 3C E%PI EXPASION KEYED CONST. BARS JOINT Be m BAR 2, I SIF •. � 11 II`� 6•MIN. PLAN SECTION A -A MAX. ('A q HAR' KEYED WHIST. JOINT L-VARVBLE - MA%. 20' •-1 WARPED L 2GUTTER =0"_ IB' T-11" � B B„ -0" 2" BARS A APPROACH iV GUTTER w N m FWEE ___________S BARS P BARS E �B" IIIETEI BARS E P HOLE FRONT ELEVATION e•' 1•-e•• a" BANS B (GUTTER REMOVED) 1�/P 5X:/," BENT *KATE \ SECTION B-B TYPE ANOSE DETAILSHALL BE USED WITH CG-3 • CG-7 STANDARDS�•;� L2y'XN "#/4LITYPE B NOSE DETAIL SHALL BE USED WITH CG-2 M CG-8 STAGAL D NDARDS. TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF III TO ANGLE RON AT TC-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2"X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" F-APPR.PAVEMENT 0I-3A �_ DI-3B L DI-3C L WARPED PAVEMENT x Irk - - - - - - x FLOW I/� I FLOW' 1 \/�,L/, 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGA WITHOUT GUTTER BOTH 5[ES TO BE SYMMETRICAL XVDOT CIFICATION STANDARD CURB DROP INLET REFERENCE ROAD ABRIDGE STANDARDS R AND SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • S' 233 104.09 O6/1p VIRGINIA DEPARTMENT OF TRANSPORTATION 302 O M.H. STEP TYPO o 6' O NOTE) MIN. GO' DIAMETER MANHOLE REQUIRED. 61 MANHOLE PVC CROSS 0 USEAPPROVEDFLEXIBLE RUBBER Q�OG' _ GASKETED STOP COUPLING 27' - PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY i-90• RESTRAINED HEND 3APE NT P 4' • �� // '• 4, A s' .4'r r ° • MAIN SEWER o'•'•a 4.F,4 •'• .a.°'• PIPE 10M'P7 4 PLAN PROFILE NIA, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA BUT SHALL NOT BE LESSTHAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T.S. FIG. S-1-C2 GENERAL M-1 PB , NO PROJECTION OF PIPE ABOVE GROUND LINE 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE TOP OF FILL TOP OF FILL TOP OF FILL APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE x GROUND LIME x GROUND LINE x 3. b •EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. - EE J/rrrJ //// rrr iir III-�,. y rrrrr JJJJ _ I4C� /JJ //r III-"' - r/rrrr /���rr y err CIRCULAR PIPE iN ' 11 11 rrr I'rr J EARTH -41 /fJ 0 V Jf ROCK OR J/� a EARTH 1. 0 •OUTSIDE DIAMETER OF %PE. UNYIELDING 2. d - INSIDE DUMETER OF PIPE. of N o i� N 7 SOIL c o \ BEDDING 3. X - WIDTH OF CLASS I BACI(FILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. - _ - MATERIAL -_ 3' X . 12" WHERE B IS LESS THAN 36". =1 J X . 19" WHERE B IS 36" AND GREATER. MIN. MIN. 1/10 D I 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR MIN. 1/10 D X D % BEDDING MATERIAL 1/10 D X D X BEDDING MATERIAL X D X NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) %" PER TOF H 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. MIN.8",MAX'24" FOUNDATION SOFT, YIELDING, OR 5. REGULAR BMNFILL MATERVL MAY BE USED IN LIEU OF CLASS BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30. NO NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL LESS IN DIAMETER WITH HEIGHT OF COVER 151OR LESS. 6. BEDDING MATERML " CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. MIN. 1.5 x D MIN. 1.5 x O MIN. 1.5 x D MIN. 1.5 x D MN. 1 MIN. 1.5 x D ELLIPTICAL PIPE TOP OF FILL TOP OF FILL 4 TOP OF FILL- !. 51 OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 • INSIDE SPAN DIMENSION OF PIPE. x x 3. R OUTSIDE RISE DIMENSION OF PPE. - :. rrrrr/r JNJ//r - _ J/JJr/ /rJJJJ -rrr/JrrJJJJJJ rrJJrJJJ/rrrX - 4. X -WIDTH CLASS I LE MATERIAL BEYOND THE EXTREMITY OF THE PIPE. - :• rJJJJ JJJJJ ..•:�:•: r - •rrr •::::. ' -_ :•::: :v:•i:•:•:• - :. rrrr) Jrrr .•.•.•::.•.• - ii:titi : � rrr Jrr :.•:.•.•:: • rrrrrrrrrrrrJ rrrrrrrrJJrrr - � JJrrrrrrJJ/ : rrJrrJJJJJJ - S2 IS X - 12" WHERE S IS LESS THAN 38". 12 X - 1ED WHERE Si IS 36" AND GREATER :.>, I JJ :•::•::: •. __ ♦• rrr r .; •••L ' - / d ;:;:;:ti;:;: GROUND ry � ...:. - _ ? ::; rr rr :•:::•;:•;:• . r ,.,. GRQUND =rrr/rrrrJJ 'NJrrJJJJr : = r////JJJr 0 }/rrrrrJJir _GROUND 5. MERE DIRECTED U 4E ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 38" OR •.• LINE o ••0 _ o ;•: LINE o N - I -LINE I LESS AND HEIGHT OF COVER 15'OR LESS. ICI � �••��•�•• v �- 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BMKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND - ? EARTH I -ROCK -I HEIGHT OF COVER 15'OR LESS. OR MIN. 1/10 D - MIN. 1/10 0 % D X BEDDING MATERIAL UNYIELDING _ _ II OFEH X D % SqL ?-r-iirur - MIN. 1/10D BEDDING r EARTH PIPE ARCH MIN. B", BEDDING MI MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR 1. S - SPAN DIMENSION OF PPE. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 2. R •RISE DIMENSION OF PIPE. BEDDNG MATERIAL IN ACCORDANCE WITH EMBANKMENT ® SECTION 302 OF THE ROM AND BRIDGE NOTES: 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BMKFILL MATERIAL IN ACCORDANCE I' •r:: SEE INSTALATION OF PIPE CULVERTS x - 18" WHERE 52 b 36" AND GREATER WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES 5. WDIRECTED BY THE ENGINEM.BEDDING MATERIAL MAY BE ELIMINATED FOR HEIE SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. FOR ALL OTHER PIPE REGULAR BMK%LL MATERIAL I FOR PLASTIC PIPE : I CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS BACKFILL MATERIAL FOR OVER PIPE AND 6" REGULAR BMKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE N ATION FOR OUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND 12" OF CLASS I B CK FILLUSED IN PLACE OF CLASS I BMKFILL. L302TOFIATHE HALL jPESS EKNO -OR LESS.NR MCORDANCE ROAD AND BRIDGE SPECIFICATIONS. SPECIFICATM" INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES 1VCX7T ROM AND BRIDGE or wool ROAD ANDBRIDGE STANDARDS INSTALL. OF OF (PIPE ECULVERTS 15AND IN THE SEWERS CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" SPECIFICATION REFERENCE REVISION DATE SHEET 1 OF 1 HEFT OF SHEET 1 OF 4 REVISION DATE 302 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 07119 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 1B7.BB 107.01 A R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP ST-1 N4 GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL •4 REINFORCING ROD TYPICAL SECTION SEE STAAIIRAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MI-1 FRAME •COVER NOTE: THE TOP OF MASONRY IS BE LEFT MI SUFFICIENTLY LOW TPERMIT PROPER ADJUSTMENT COVER MODD F TO AR O CRIME BY THE USE OF MORTAR OR E ' BRICK AS ORECTED BY THE ENGINEER. a %.. T-O„ 6 L IU o rc u� •• FIAT SLAB TOP AS DETAILED ON STANDARD MAY B' SUBSTITUTEDOR TAPERED O EN BY SECTION AR NOTES: STEPS WILL BE REWIRED IN ALL STRUCTURES WITH A DEPTH OF ~ 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. / ALL STEPS SHALL PROTRUDE 4:/2' FROM INSIDE FADE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SNALF WITHSTAND A MINIMUM! FORCE OF 300 POUNDS WHEN p, EXTENDED 4/2' FROM THE FACE OF THE SUPPORT. B61 STEPS AM TO BE VERTICALLY ALKTED AND UNIFORMALY SPACED TD FOR THE ENTIRE DEPTH OF ANY STRUCTURE. ' 0 IN PRECAST UNITS STEPS MAY BE CAST IN PLACE MI NTO HOLES PROVIDED BY THE FABRICATOR. OR DIINEN.EN. $ NF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR NATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRODDED THEY MEET - THE MINIMUM REQUIREMENTS SHOWN HEREON AD THE N a CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AD HAS 0'b' RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE - m OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SUP -RESISTANT "aj SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH • ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE ASBESTOS FILLED ALUMNUM PIGMENTED COATING UC CRMNG TO FEDERAL SPECIFICATION TC-C-00498A. TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION HALF PLAN VIEW T C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 510. 3'8' 2' 3'1' S'0' 'B' 3' 5' MIN, 4' 5' MIN. 12' MIN. 6, Mjlq GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. i B i r DOOR HINGES I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - VARIES TYPICAL METER VAULT N.T.S. FIG. W-7A VAF VATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS MH-1 FE-CL TOP AND BOTTOM SELVAGE TO BE TENSION WIRE •7 BARBED. GALVANIZED COIL WIRE STRETCHED `GROUND LINE POST LINE I 111912 YM3liF.��Er�_ Aw %/// IEEIE�EEIEEI W mom DU METER 4'-8"+Cl z WALL TNICII ESS) ' SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.755 1.699 8 0.9 0.785 1.961 7 1.0 0.755 2.2z3 a 1.2 O.7B5 2.485 9 1.4 0.765 2.747 10 1.6 0,755 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 77 2.5 0.970 4.179 RI 2.E 0971 4.541 75 3.1 0f. 4.903 18 3.4 1 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE QUIMITES. 2. A BASE THICKNESS OF 9• WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. S. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 511. OTHER THICKNESSES ARE TO CONFORM SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH VE BOX TO METER BOX (SEE FIG. W-I THRU W-7E). � I ` 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATEVALVE WILLBE4" UNLESS OT14ERWISE SPECIFIED BYTHEACSA. • SERVICE UNE TO CONNECT AT MAIN WITH X"0 TEE. • REFER TO FIG. W-3 FOR TH RUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 250D P.S.I. CONCRETE. END/CORNER P 10--0- CONCRETE FOOTING LARGE METER SERVICE LINE NTS FIG. W-6C NOTES: SEE GENERA NOTES -FENCING FOR ADDITIONAL DETAILS IS 1 CH FENCE FABRIC AND INSTRUCTIONS 'ENSIGN WIRE WITH RINGS APPROX. A MOISTURE -EXCLUDING CM IS REQUIRED ON TUBULAR C-C POSTS. -SILL + 1.. MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. CORNER BRACE - TO BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15. OR MORE. LINE BRACE - TO BE USED WHEN VERTICAL ALIGNMENT *11 GAUGE X T' CHANGES 15' OR MORE BEVELED GAL- - END/ CORNER POSTS SHALL BE USED WITH ALL LINE VNNIZEO STEEL 9 AND CORNER BRACES BAND WITH a BRACES SHALL BE INSTALLED HALF THE HEIGHT ABOVE THE SOLT M MIT. GROUND LINE OF THE POST WHEN A TOP RAIL IS USED, OR 'END/CORM:R TWO THIRDS THE HEIGHT ABOVE THE GROUND LINE WHEN A POST TENSION WIRE IS USED IN LIEU OF A TOP RAIL. CHAN LINK FENCE GREATER THAN 6 FEET IN HEIGHTAL SHALL BE SUBMITTED TO THE STANDARDS M SPECIAL DESIGN SECTION FOR APPROVAL. I GATE POST p' MIN. O.O. / ,r GATE POST POST TYPE MINIMUM PIPE SIZES O.D. LINE POST 2.375" END/CORNER POST 2.875" GATE POST (SINGLE SWING) w < Eft. 2.875" GATE POST (SINGLE SWING) W I Eft. 4.00" GATE POST (DOUBLE SWING) 2.875" BRACE 1.66" GATE FRAME 1.90" GATE GROUND LINE IOTINGTE SINGLE SWING GATE TO WALL THICKNESS SHOWN FOR m-mum ar, ni Dci mccm cm. ca CONCRETE. - CONCRETE ;¢" MIN. FOOTING ROUND ROD' PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NOTE: HYDRANT MUST BE o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT EQUIPPED NTH CHARLOTTES - TO HIGHWAY DEPARTMENT APPROVAL. VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' a 'ti�Nl�, V�;N. � 18"-22" o �I�tIva;yr'I> VALVE BOX 7 CU. FT. /� ADJUSTABLE TRAFFIC RATED #68 STONE VALVE BOX W/ LID u 42"MIN ma's.' 6" GATE ° VALVE M.J. GATE VALVE 1'l'6113a1E�� � 7_�tct� 2500 P.S.I. CONCRETE b' n 2'x 2' BEARING AREA. THRUST BLOCK q a. G Q G G o a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVA71ON OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29 Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 7P `700"" SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I2�V SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET PPE =CTION A -A IF TREATMENT IN DROP INLETS ' . ��] SLOPE TO DRAIN TOUTIET PIPE OF A 6" X 6„ TEE 2500 P.S.I. CONCRETE " BASE AND THRUST ; '{•':7;:' i '1 ° ` BLOCK AGAINST °I ' �'1` P. ` UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS liopez@milestonepartners.co 434.245.5803 N O ® 0 r � 2 0 W zW 2 � O � U a z U) w 3 O REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3611MIN LARGER THAN 5" IN ANY DIMENSION " 74'_"L I GxY 24"MI INTIAL BACKFILL* i� 8"MILN 6" LIFTS)` EMBEDMENT THOROUGHLY COMPACTED u cI(AIGw T. x(xrATLsxI BY HAND OR APPROVED SPRING PIPE MECHANICAL TAMPER Lic. No. 0402048507 AUNCHING 02-05 21N0. 68 STONE EDDING 6" max� 4 minOUNDATION (SHALL BEEQUIRED WHEN SOIL ONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 05 BARS a B" C-C TYP. 14 I I -I 30" DIAMETER I I I I I I I I I I I• I I I A STRUCTURE SIZE AND WALL THICKNESS VARES SECTION A -A SECTION B-B NOTES; 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AID DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT BATTY SUBS SHALL BE IF TO IT WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHILL NOT BE LOCATED BELOW ANY !LET PIPE OF 30" DMAETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 0 5 BIAS 0 8" C-C TYR 4. SAFETY SLAB MAY BE CASTHN-PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). RECAST CONCRETE IS TO BE A4 (4000 PSD. REINFORCING 6. ALL CONCRETE TO BE CLASS M. ALTERNATE ANCHOR OE VICES I� - LL. '11 M •••� .......... ........,,"•� -• ~- ,...,..,.-N...,.... _ I - ' a I STEEL TO BE N ACCORDANCE WITH A/SHTO M31. •. ,r .��^. %�. ,i :,i.. � �. *.�.. 7. WHEN MECFED ON PLANS THE MAY BE USED IN LIEU OF SETTING POST IN CONCRETE. I OEiAlS OF AVERT SHARING AR SHOWN HEREON ARE FOR E%PMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHARED -� 5. ACCESS OPENINGS MAY BE 30" OW.ETER OR 3D' SNARE. WHEN STRUCTURE WIDTH IS INVERT 6 TO BE SHAPED N VAR. 10',12'.14' DEVICES SHOWN ARE TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING ATO PLACING REPRESENTATIONAL ONLY. .MIUTIU, 12" CONFNNNRATION AND FLOW LIMES. �d.�d�-���A CONFIGURATION TI SECTION B-B 30" LONG) ALDEDT TO THE SHAPING iS ATO BE INCIDENTAL BD SEE GENERAL NOTES. "``����•••• DOUBLE SWING GATE PLAN TYPICAL PRECAST UNIT PRICE FOR THE STRUCTURE. ALTERNATE ANCHOR (TO BE USED WHERE SWINGING CLEARANCE IS LIMITED) METHOD OF TREATMENT IN MANHOLES DEVICES �VDOT SPECIFICATION XVDCIT `VIDOT SPECIFICATION XVDOT SPECIFICATION `VpQT SPECPIGATKN REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND STANDARDS ROAD AND BRIDGE STANDARDS STANDARD FENCE REFERENCE ROM AD BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE ROAD AMID BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE ROM AND BRIDGE STANDARDS MANHOLE & INLET INVERTS MANHOLES AND JUNCTION BOXES REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET 1 q: 5 SHEET 1 OF 1 REVISION DATE CHAIN LINK 262 SHEET 1 OF 1 REVISION GATE SHEET 1 OF 1 REVISION DATE 302 VIRGIMA DEPARTMENT OF TRANSPORTATION 302 302 N16.09 108.01 5T 4 7/11 VIRGNIA DEPARTMENT OF TRANSPORTATION 507 708.08 VIRGINIA DEPARTMENT OF TRANSPORTATION D6,14 VIRGIMA DEPARTMENT OF TRANSPORTATION PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 3 C1n2 HMR Yfu (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS'TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"- 12"FOR CORRUGATED HDPE (ADS N-17MANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (5) ADAPTER ANGLES ARABLE 0'-361 ACCORDINGTO PLANS 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN. BASED ON MANUFACTURING REQ.) 4' MIN GRATEOPTIONS LOADRATING PARTDRAWING# PEDESTRIAN MEETS H-10 7001-1102= STANDARD MEETS H-20 7001-110.208 SOLID COVER MEETS H-20 7001-910204 PEDESTRIAN BRONZE NA 7001-116205 DOME WA 7001-110.206T001-110.021 NYLOPLAST 15" DRAIN BASIN: 2815AG X (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE O° 360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4"- 15"FOR CORRUGATED HDPE (ADS N-124UANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7450A5, 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A535 GRADE 7050-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 -FRAMES SHALL BE DUCTILE IRON PER ASRA A536 GRADE 70.5005 WITH THE EXCEPTION OF THE BRONZE GRATE. 2 -FRAMES SHALL BE DUCTILE IRON MR ASTM P636 GRADE 705905 THIS PRINT DISCLOSES SUBJECT MITER IN WHICH NYLOPLASTHAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFV GA30518 MANUFACTURED ETACCORDING TO PEAT DETAILS. 3- DRAIN RISERSBASINRE NE BEDCUSTOM FOR RISERS ARE NEEDED FOR BASINS OVER84'DUETOSHIPHNG RESTRICTIONS. IN N 1-11 SEE DRAWING 0](p 0065 4 -DRAINAGE CONNECTION STAB JOINT TIGHTNESS SHALL CONFORMTO ASTM D3212 FOR CORRUGATED HDPE (ADS N171HANCOR DUAL WALL), N-12 HP,&PVC SEWER. 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 3800. TODETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.1 W12. OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR TECHNICAL THIS SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF MY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FRnM NYLOPIAST. __-- DATE OY29.06 PHN (r70)932-2413 7�T FAX (no) Nylo last ✓ vnnv.nyloplasl-us.wm 3-DRAIN BASIN TO BE CUSTOM MANUFACTUREDACCORDINGTO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W WE TO SHIPPING RESTRICTIONS. SEE DRAWING N 1-11 0-005 S G O700 TUB 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHAM CONFORM TO HDPE (ADS N-1TMPNOUROVAL WPLL), N-12 HP,&PVI: SEWER N-12ASTMD3212P,& PVC 5- ADAPTERS CAN BE MOUNTED ON MY MOLE O' TO 3W. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.. 7001-110012. REVISED BY NON �� 0Y111fi PROJECT NO,HAME T1RE 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DWGSME A SCALE 1:20 SHEET IOF1 DWG NO. 7001-110-189 REV E NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE ACCORDING TO MANUFACTURER PLANS/TAKE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C9D5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 12'-30' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-6005. 2 - 12' - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7D5005. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N121HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4--3F). 5 -ADAPTERS CAN BE MOUNTED 0' TO 3OV. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. 6. 12.24' PEDESTRIAN GRATES SHALL MEET H70 LOAD RATING. 30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING NO. 70DI .110-144 FOR H-20 TRAFFIC LOAD GUIDELINES). 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (6)ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLE ING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 4' MIN ON 12'- 24' ACCORDING TO PLANS 6'MIN ON 30"836" (6- MIN. ON 12'-24', 10"MIN. ON 30" & 12" MIN. ON 36' *. BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 12'- 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30513 OR POSSESSION OF THIS PRIM GOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR DATE 4.20-07 PVC PHN 770 932-2M3 ( 1 FAX 0 932-2490 N to last m) TECHNICAL HEROIN NRINT y www.n IR laa4us.c Y P REVISED BY NON PROJECT NO. NAME TITLE REPRODUCTION OF THI3 PRINT OR ANY INFORMATION OF THISO CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06.12-18 DRAIN BASIN WITH PEDESTRIAN GRATE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET 10F7 DWG NO. 7001-110.283 REV E PERMISSION FROM NYLOPLAST. "13anODAST (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE 8' TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MANUFACTURING REQ.) 4' MIN GRATE OPTIONS LOAD RATING PARTDRAWING# PEDESTRIAN MEETS H10 7001-11D207 STANDARD MEETS H-20 SOLID COVER MEETS HIO ]001-110.209 PEDESTRIAN BRONZE WA 1 7001110-DOME WA 7001-110211 DROP IN GRATE LIGHT OIIIY 7001-110.079 S PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERAL 3130 VERONA AVE OPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 POSSESSION OF THIS PRINT DOES NOT CONFER, DATE ll 06 30 PHN 17101932.2W MEER OR LICENSE THE USE OF THE DESIGN OR lvyloplast FAX (no)9U.2490 IHNICAL INFORMATION SHOWN HEREIN REVISED BY WIN PROJECT NO.INAME FA 'RODUCTION OF THIS PRINTORANY INFORMATION TITLE TTAINED HEREIN, OR MANUFACTURE OEM 'ICLE DATE 0Y%16 151N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL HEREFROM, FOR THE DISCLOSURE TO OTHERS ORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A ISCALE 1:25 SHEET 1OF1 DWG NO. 7001-110-190 REV E NYLOPLAST DRAIN BASIN WITH STANDARD GRATE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER REQ. SAME AS MIN. SUMP) ANGLES VARIABLE 0°-3N ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 36' FOR CORRUGATED HDPE (ADS N-121HMOOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8'. V STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005. 2 - 12'.3V FRAMES SHALL BE DUCTILE IRON PER ASTM A636 GRADE 70,%06. B' & W STANDARD GRATES FIT DIRECTLY ONTO DRMN BASINS WITH THE USE OFA PVC BODY TOP. SEE DRAWING NO.70OMM-045. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER84'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-11D-065. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WAIL), N-12 HP, & PVC SEWER (4--W). 5 - ADAPTERS CAN BE MOUNTED ON ANYANGLE V TO 300'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70DI-I10012. B . 12'. 30' STANDARD GRATES SHALL MEET Ha LOAD RATING. 7 - 8' & TO- STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 4' MIN ON 8"- 24" (3) VARIABLE SUMP DEPTH 6" MIN ON 30' & 36" ACCORDING TO PLANS (6" MIN.ON 8"-24',10' MIN. ON 30" & 12"MIN. ON 36" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8'-36- CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. JISYAUJEBSUWELIMI111EH I MRAWN MY LOU MATERULL iliV YLRUMA AYE HAS PROPRIETARY RIGHTS. THE RECEIPT RECEIPT BUFORD GA 30518 SION OF THIS PRINT DOES NOT CONFER OR LICENSE THE USE OF THE DESIGN OR GATE 1-23-06 " NO*ast PHN 770 932-2443 ( 1 FAX 0 932-2490 m) HEREIN LION NRINT REVISED BY NMH PROJECT NOJNAME www.n IR laet.us.c, y P OF THISO 'ION OF THIB PRINT OR ANY INFORMATION TITLE HEREIN, OR MANUFACTURE OF ANY DATE 06-12.18 DRAIN BASIN WITH STANDARD GRATE REFROM, FORTHE DISOWURETO OTHERS QUICK SPEC INSTALLATION DETAIL :N, EXCEPT BY SPECIFIC WRITTEN FROM NYLOPLAST. mlln LAST DING SIZE A SCALE 1:40 SHEET 10F1 DWG NO. 7001.110.144 REV J 4"MINC 6" MIN DRAIN BASIN (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NON TRAFFIC INSTALLATION ..� „RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN ER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THISPRINTDISCLOSES WHICH MATS. DRAWNBY CJA NATERAL 31M WROMAW HAS THE PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA30518 IO ORPO POSSESSION OR POSSESSION OF THIS PRIM DOES NOT CONFER Tno) OR LICENSE THE SE OHEREIN F THE DESIGN OR DATE 9.30.99 Nylo last PHN (/10) 932.2W 932-2490 w . ECHNICAL INFORMATION SHSFER OWN REVISED BY NMH PROJECT NO.NAME yloplest us.wm REPRODUCTION OF THIS PRINTO2ANV INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OEM DATE Obi1-06 DRAIN BASIN &INLINE DRAIN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN om.nomnu corn..-nu.c. __......__._ DWG SIZE A I SCALE 1:25 SHEET IOF1 DWG NO. 7001-110-111 REV E NYLOPLAST DRAIN BASIN WITH SOLID COVER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: V-36"FORCORRUGATEDHDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX SCH 40), PVC C900/C9D5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8' -30' SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12'-30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. B' & 1P SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF APVCBODYTOP. SEE DRAWING NO.7001-110045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDINGTO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER&'DUE TOSHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110065. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N121WANCOR DUAL WALL), N-12 HP, & PVC SEWER (4--3F). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7DO1-110012. 6. 12'.30' SOLID COVERS SHALL MEET H2O LOAD RATING. 7 - 8' & 10' SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDEUNE 8" MIN THICKNESS GUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5)ANADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE G DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARABLE 0°-38V TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS (3) VARIABLE SUMP DEPTH 4" MIN ON 8'-24" ACCORDING TO PLANS 6'MIN ON 30"836' (6'MIN.ON8"-24",10"MIN.ON30" & 12"MIN. ON 36" BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 8"- 36. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INib PHINI UISLLWW 5UlJJhUPROPRIETARY MAT.TH DRAWN BY LOU MATERIAL iIJY YERUnA AYE RECEIPT HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GA 30518 ORPONYLOPLASTPOSSESSION OF ORNSFER, NCENSE DATE 0&iM7 PHN 770 932-2M3 ( 1 THE DESIGN TRANSFER Olt LICENSE THE USE OF THE DESIGN OR ORHEPRINT USE ` FAX 0 932-2490 N to ast m) HEROIN NRINT REVISED BY NON PROJECT NO.NAME MNN.n IR last-ua.com y Y P RECHNIDUCTION OF THIS REPRODUCTION OF THI3 PRINT OR ANY INFORMATION O TITLE CONTAINED HEREIN, OR MANUFACTURE OF AN V pp� 1M.12-18 DRAIN BASIN WITH SOLID COVER ARTICLE HEREFROM, FOR THE DISCLOSURE TOOTHERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 4No1S maRASrDi SIZE A SCALE 1:40 SHEET IOF1 DWG NO. 7001-110.298 REV E © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 N D O2 0 ® 0 r • W W 2 O U Z 3 O �i, CRRTG W J. KUFARSKI Lic. No. 0402048507 02-05-21.4�, PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE NOTES AND DETAILS 4 Clm3 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 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE EXISTING CONDITIONS PLAN - OVERALL C2mO 1�s BIRDHOUSE ` \ \ �\ II FFCIT/ % P / La0N\C. BASE I LS CqA /9 ('I BUSHO ; I I 1 , I ; I , 1 I I\ \ \ `\ \, \, ' '1 \ \\ ��_ DREYFUS kz� I I I 1 GP / / G\RITICF�L I \ \ \ 1 U I 1 1 r 1 C0 SLPPES(TYPI) I _ / / CHAINLINK / 2020 BUSHMAN DREYFUS ARCHITECTS PC Ep I FENCE 9P PAVED ENT,! O , \ \ / I (N B E \ 3' (W) METAL DOOR TRANSITION \ I I (r 4' (H) t �G- - C \ 10' X 18' FfFAME SHED CHILLER ON � w I \G I I 4.25'X3.15'PAD / 4Q G Q \ / ARCHITECT \ / \ / \ / , \ I I / BUSHMAN DREYFUS ARCHITECTS PC \ 3' W METAL DOORS 2 \4 \\ \ \\ t I / , // / 1 1 UG// I LANDSCAPE TT CT O'SHEA+WI SON SEWORKS CO/l✓C. S !F / CIVIL ENGINEER / C /� TIMMONS GROUP / STRUCTURAL ENGINEER / / // ! / / J�P `� / \ \ / \ \ \ 1 1 \ \ TOP=562.78 I JQC/ 9C,l� f DMWPV � - � \ \ , - \ F i ^I- \ \ \ MEP ENGINEER \ GREASE 2Rw / \ \ \ \ \ I \ \ J4LER RIP ` \ TRAP (2) LIGHTING DESIGN / , / // / / I I f✓; �:;;;i;: �:.;.'�:j�/ / / , l / / /,, ///TOPS 2/ / / I \ /� -- \ ROCK �\ \ TOP=562.85' RANDY BURKETT LIGHTING DESIGN / ` ANMOU I OT=555.53 // / / ..f:..:.:.:. ....,.. , / �,' �, / ,/ll✓wfi 5b 1� lei (S�) \ \ � \ INTERIOR DESIGN GLICKMAN DESIGN STUDIO ::,:::::A: i.:....::�� / ' / / / / // /, /// / / / // / / \ \ \ \ \ \ \ / 3' W D ACOUSTICAL CONSULTING SERVICES l I . : ;::'. ! 1 / , ' / ,' , i , / / , / / / / / ! JGQ \ \ \ \ \ \ , \ - \ \ \ / I \ \, \WATER \ , ( ) ACOUSTICIAN ;:;:.... /. / / � / ^� METAL D R VAULT \ 6- ALL SD CURB INLET ® \ \ \ \ \ \ \ \ \ \ \\ GT_ 7\\\ \\ CONC. INV P TC . INV N 58. 6" TC NW) OWNERS REPRESENTATION INV, 12"�CP (NW) MILESTONE PARTNERS liopez@milestonepartners.co onep rtners.co lNVOU56.71/5" RCP SE 434.245.5803 24.2\ ?�0IT/ UPG �G It j[ / FFE=563.24' CL FIBER --- G/ �s3'(W) DOUBLEBASKETBALL COURT VAULT METAL DOOR FO ASPHALT 1 1 I / //1 //// //♦ / / 1 ` / � 1x I I 1 ../:�://�'� / \ I /�\ \ 1 \ \\\ GT � � 1 % O = C&Si / coNc.sw \ EX FORCE -fi-X i „�./ III I I III I I \ \ \ Id-- / I is �::f: 77' ::' \ \ \ \ \ 1 / , \ \ �/'Gp x� 2 / ' \` // �G/ OR \\ 1 H II I vGRO��'�':ili,;ifi;l::' \ MAIN ` • I SDINLEFkI//GRATE^ ,�1 11 / (APPROX) \ \ • W TOP Ar 48 \ I I ` CHAINL/NKFENCE \ \ - - I / G I I / , z \ I ?r INV OUT=547.40 15"RCP (SWj , I \ I 1 1 s' H t c W ` \ N� 1 11 G/ _�11- _ -FM-� FM \ C1 \ \ \ r y :':: \ \ \ 1 ` CURB \ Gr \� \ MHS / 11 _ _ \ \ I t \ / �j \ 1 \ \ \ (PORTION)\ \ � \ \ I\ \I TOA4562.6�7Gy,G 11 1 • U \': ` \ 1 ` \ TYP. \ INVI 54.938"PVC (St II O Q I \ \ \ \ VO-554.82'8"PVChY Z BLOCKBLDG �tl \ V) .1:.: }t;_Y:t_;'':...:;t;.; \ \ , \ \ ` _ \ ALERT It 11 TOP=547.64 \ \^ I. '-7"- :':'..I \ STRIP 11 w 11 I;;�;.' \ \ I I � I 1 IN TSINACCESSABLE / 1 \ \ \ \ - � \ \ I L CHAMBER=544.52 \ , :=�_h -_---- --- - -- ` _ \ 1 I \ \ \ - \ _ - - - - - - - - - _ \;.,.. .. \ / I \ \ ��\ \ \ Q \ - i UGT \ X 11 UGT \ I,\ ��;::;.'.'. / ---- / � UGT It T U � O \ 71 \ V.,...x::'C::;i;;j::;:�: I \ \\ 1 �\ \ \ X 6"PVC jj- �60-� _ - I I \ � o �57. � X A.\':1:;:� S�1NLET�W/GR&E � 1. \ \ \ T P=549. 9 I lNVlN=5rt6.93 15'/R PINE) , \ \ ASPHALT - - - - - - - _ IMVOUY=546.82,1 "RCP(S6 W� \ �` \ `\ I "PVC 1I INV \ I S 557 TOP = 558.07 / t -- - -- //�---------------- -\ -f _' SDINLET /GRATE 'll----- 'FARSK \--__------' \ \ .INVlN55412'15"RCP NW SD INLET W/GR/I TE J I I > CRR. W J. KO' 048507i \ \ \ \ , - - - - - - I - _ - OU=554.02' 15" RCPP (SE) I'I - Lic. No. 0402048507 \TOP=549.49 1 - r SD CURB INLET / ` \' \ \ INV M=346.54 15" RCP (NE) 1 \, \ \ - - - - - - 02 5 21 � \ \ // ! \ \ 1 \:.:, ,i;:.;� :\ j\:;:;.: \ \ \ \ CURB - - P=535.55 r \\\ '.:'�:;:;�:: .:;�is is ':F : \ \\ INV OUT=546.48 15"RCP (SW) \ \ \ \ - - - - - - - - - lNVlN=531.5715 R W Ge! \ �...\...\:;:;:.\..�.i \ t ( \ \ \ \ \ (PORTION) -- - _-------------- _ - -�-Z�CDC6NERE�E \�� - -- O$SSp ' Cam) �` \ ::Y:':..;.... \ .\.;:; \::_ A �y1^'C c .._;. . /NV/N=531.63 15"RCP N Q'/ Q :�; x; :.k ; i;:;: X;.':'l'::;\;:, \ \ \ TY9 - - , _ - I - _ "�i N; IIISCRD(IP::i FOOTII\�i �i '\ \ \ :�. �.:.:\:':'::'::.:.a;:�::;: �::y':1: \ \ ` ` ` - - - - - - TOP=554.03' - - - _ _ _ z....... _ -T...- - [ 11 V _ a INV IN=527.53 15" RCP (S) \ ........'. .;\:.\. \ _ - - - - - - ! \.......,.,., \ ` _ - - 7NV11V--549.378"-PVC,(NW) �...-... _ \ lNV OUT 527.1724 RCP (SE) // \ \ � \ _ \ \ _ _ - � ^ \ \ k \ \ \ \ \ \ _ \ \ , _ INV OUT=548.60 8" PVC (S;E7' \ \ \ \ - _ - \ - /' / - SD INLET W/ GATE ZOP=543.1 0' TOP=532.06 SD INLET W/GRATE I !� I' \ ,\ \ \ \\ \ \ \ \ \ \ \ \ I / ' . ' \ - TOP=532.99 \ \ �� � .. \ - � l _ - / / - INV OUT=529.09 15" RCP (N) \ Q \ \ \ \ \ ` ` ` \ \ \ \ 1 \ \ \\.' \ \\ I / / , ,P1/MP ETA Fl9N- - - /� - _ , INI�%N-540.10' 18"RCP NE - r - \\ / / \-_ ( ) / sea 1 / \ - INVJJW540 40 18"RCP7NE)- - - - %,7/_ _ ` ::� _ C • -ENV OUT=_540.4324" RCP (SE) _ _OF CENTRAL VIRGINIA _ ALBEMARLE CAMPUS CLUB \ Qom\ \ \\i.;`.j�::;;``::.;,;_,...:\- \:';:\;.;.+�; ASPHALT PROJECT NO 46423 44- '7T:: CHECKED BY C. KOTARSKI DATE 02/05/2021 DATE EXISTING /40 \\,- CONDITIONS r I I \ \ �;:; :•: / {:/:i;:;:'.r.:r:;r: !/: ! �'/ - 517 - TAIL PLAN - DETAIL 1 SCALE 1 "=2�' 0 20' 40' _ _ ' . _ � ✓ /... r .. !.,: �:',.' ,.X.:! i.;!:' / I I - -30" GAP 5 � \C2ml / I SO CURB INLET /- - - _ _ _ _ - _ ' y;..✓'.' �;.' .y:;:;.;.;r.; .//.'/.;.;✓... / \ G&G TOP 5\32.30 ✓: i''::sl✓'r:: :'': ;:..;✓l::;:i: \ INV IN=. 28.65 8" PVC SW :' . ✓ 7N{/9(L1=5278315"RCP(NW):;:;.;.;., /..�:'. ✓ i.;.;.;�'.': :/qc pF/'Fl ✓OGz�/` P� / R / (2) 5P SD CURB INLET TOP=560.76' / lNV 1N=559.07' " TC (NI V� INV 1N=558. ' 6" TC (NW) INV 1N=557 6' 12",ICP (NW) INV OUT 56.71'/l5" RCP (SE) a li / FFE=563.24' FIBER - VAULT Doti \ 3' (W) DOUBLE METAL DOOR �1 II II (SE) I II �I 1 1� � 1 % --1NV 1N=555. 09 6" PVCAW) ZG 1 V IN-==552-Z4.48.6" PVC (NW) INV OUT=552.14 15" RCP (SE) ® 1 ® � ) coNc, sw FM'� / I ' A FORCE \\ 1 \ _ - ® FM LAMBS M_ 4- MAIN \\ - / I - —S�988 �W- \ _ � (APPROX) � WA- 24.5' /� �W Tom= �— / Uf1T— — --\ UGT W \\ �� \ \ \ MHS FI- _ _ _ \ - coo �T i LG \ 24.4' \ G� / - - I 1 FM FM -� - FM -� W / , SUINLEr W/GRATE I \ TOP--562.67' G&G It I \ SD CURB INLET UGT , , _ / TOP=558.06' 11 I \ !y\ \ \ \ I I / - INV 1N=553.11 12" RCP (NW) I I 1 p \ \ \ INV l 54.93' 8"PVC / II II \ _ i i TOP=560.73 W UGT / / 1NV OUT--�r53.&4'-12" RCP (SE) I I J l \ GGr \ \ \ \ \![VV O-554.82' 8" PVC lY 11 - . INV 1N=55� & -RCP (NW) /� / _ _ _ �1-x—_ . x � , \ I I �plW0Lrr=551.60 15" RCP 2STORY I111 \\\_ - --n 11 �� _U i / /!_� � X 11 BLOCKBLDG. 111 `--- -��W� — W_I I . I 1 UGT \ ALERT It lN� _ yy_ / 11 UGT�i I Ir' _ i ti i y '_ �X� STR/P I 1 — 'I / T \ \ \ \ \ UGT \ 111 _ U _ )o- \ X UGT - - - - - T — - — — uGT ASPHALT I I \ \ \ \ \ \ \ k 6" PVC j j �60- \ o - JNV- 57 65- 1 \_= _24.T _I It �X II II e \ I 6" PVC ' I I _ INV=558.07 <'-/----'1 II ` SD INLET W/ GRATE I 1 I I TOP=557.43' INV IN=554.12' " 15RCP (NW) r _v OU =554.02' 15"RCP (SE) II 11 \ \ \ ^ I I \ \ \ PER IF ------ -- �LTYC6NERE�E It 1 \ ^ - - - - CC�1 17V�/jiSi _ _ I I / ,.. / 11 /1 1 _ it _ I I Fooril�C � _ -.� ��. --J II II / -'1� \\ ,_ - II ASPHALT - ----- ' _ I 1 - - I - _ 1 _ I _ - - _ ' • I - - - - r,� _ it ,vtill C9/ / / SD INLET W/GRAT ' - \ F TOP-560 4n I I 1 I I \ \ SD INLET /GRAT9E� 70P 558\O8'\ Z 1^-wvQu.T=3'55.3?\ 1 I D I FM TI'1�� - - � 11 CRITICAL SLOPES (TYR) \ \ / / 11 / C&G x r _x_ I I \ \ I\ 1 1 \yl \\\ \ \ \ \\ g I 1 I / --/ssst I \ ! \ CHAINLINK FF4NCE / ' - - \ . Rs1 FE - icy_ ' :':'.:: . IIyL I I \ _ \ / l 1 \ \ a 1 I \ I / /NWld3 / / 3,3 52 lljllLO�38.22'24'\RCP\;,SE) 24"RCPOUTFALL --_/ / _:o-._ - - t\- --- - - -- : - CALINK FENCE I m I 1 1 I \ \ I \ 1 _ - _ — - \ / / � —" --._. .� ` \ \ 1z'�%�P OD%FALL -- - - -- / / / _ _ - - - -� `mot �` `- �'' \ \ZN i54R3 CoNc \ � / I \ I I I I \ fi''' '' ' y \ CONGE DI?�INAG�\ ' FLUME I I..y.;.;.;,..;✓'.:;t:,:;.. / s / / / .. \ 15" RCP OUTFALL \ 23.0� DRAIN GE O�CONCRETEI�rISER f� I I I I \ N, / �.�'..�. �' I \ - / / I CHANNEL/I I I I I 1 1 1 1 \ \ "x \ \ \ \ / f ..{!;'r:? ,>:�!''.%. W/TRASHRACK i :':;' I I ::1:;:;:;1; \ _ / 71HREq D I I I I \ \ \ \ \ / . : ✓ .r. :' y.:r.:' .::: ''''' '�' GD r / 1'.1^.:�'.I.... \ - - - - I I 1 I I 1 I 1 I \ \/./.' :.� .. 0 m 1 _ �1,�PM LT / \ \TOP RACK=520-96 %; i::I:; J I I;: \ \ �26 - - / :� - \ l I 1 \ \ \ \ // '��i :;: :%:/%.:i'' f1 TOPCO7<lG RISER=52756 I:;%::.;:::' / _.�;IYj:. \ / \ \ a00'WPpBUFFER _ /' \ I I 1 I 1 1 w \ \ ,p — OUT=525.06 i8"RCP(NE) :(:::J::[:;: / T �: r I \ / / - - \ \ \ I I 1 I \ \ \ \ UGF TOM STRUCTURE'S23.i ./ ! ' l ��:Ja/t�l�/t',:./: I �. 324' _ � ' _ _ � I 1 \ \ I 1 I I I w \ \ \ \ \ % / . f:(.:; f✓/;?%;.,�:y;x/,.r' / / / 1,�$ � � %:IG;:?;:?.. /.: I - \ / _ _ _ _ \ 1 1 I 1 \ \ \ \ I 1 I 1 Xi I I �\ \ \ \ \ �1%'' ''�'i�j:yj:✓t';..yf. ij.i o- / / /� / / '/BUFFS\ f:{'' / ,. /J ROCK y.,;:;:: i.•.'7.:;:;:/. -ARM91/f� / \ I I 1 \ \ \ _ / / lei::.: r .!✓:! :�':';' /' /' / / CRITIC L061 / / / r!'i:!jj•' ,;... /.::.r:'%'�':�:�:� / _ / .;: y,;.;.� / .d:�:;7j:(:;:;: /' - •` \ \ \ `�' \ \ \ \\ SLOPES-(jYR\ X.,/.,., ., ....' f / - // ./ / .�l.� J I:. {'./ /:� _ _ �/ \ \ \ \ q' \ \ \ \_,gyp\ � \ \ l /::l .f✓ � 1 cA ',l i. ;�... s1t TRAIL LLI / !..../::?: - - - - - LLI .'.. s'.../....::.''11 / ..... / 1 _ f -30":;.f/;//..J: / / `` !:.. - - \ - \ `� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ 'I r11:�1.(;I �� I.F/:(✓': �:j;j:,��I'j:; F:lj/:.�::: GQ / ,,. ✓ 1 .r...✓.'i':.!:: i.. .../; r::%: /: a \ \ \ \ \ \ \ \ \ \ \ \ \\ 'E :1:; 1;1 !l;�l:t:'l: i'f I , f''%., ! / li. _544-_ e''.'y::;r,!�':: �'''✓: ;• i''�F:'?:%:.r;.::: / / f \ - - - -' Q \ \ \ Iit7: {j 1 >R f J/ ,., ' 1. F /, \ \ \ \ \ \ \\ \ \\ \\\ \\\` \\ \ \ 1'F•'fl:is��1::1:j:.);�:11�:�f1�l�f::.;.l.f.;f;.:)�..;/;. / \ .. \ \. \ \ \ \ \ \. \ / / S \ � \ � \ \ \ \ \ � �'�:ftli�l:1;('J;/f:�:1;FI:FIIf�G1�,��F);li./::�/la:l:1`1. r i \ / GATE \ \ \ \ \ \ \ \ \ - --- - \ / I-_ \\ �� \\ SD INLET W/CRATE ZOP-543.80- G _ \ PA 4WN- - _ / _ / /NV=540.10' 18" RCP (NE) �i - 5a8 _ - .. - - - - - lNV1N=54040-18"RCP - - - - - f \ \ _ ----'--7NVOUT=540.4,K24'RCP(S€) It -\\\.'..- 7-/ _ \\ ASPHALT / > INV ll\1=549,83' 15" RL'P (AAN) _ ` - - \ _ _ _ \ \ I I / ' \ \ / ,' I ! / < `/- \ lWC4UZ=54786'-t8=RCP (SIN) SCALE 1"=20' 0 20' 40' 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@mileslonepartners.co 434.245.5803 CN O ® 0 • • G W • z Li" OU � a ' EN Z O E L`i T L v > CRAIG W. T. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE EXISTING CONDITIONS PLAN - DETAIL 2 C2m2 \ \ \ \ \ \ I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I / / / / I I I I I \ `\ \ \ \\ I \ \ \ \ \ \ \ \ I\ I I I I \ \\ \ \♦ \\ \\ \\ \ \ \ \ \ \\ \ / I / I I/I // l / I \ C \ \ \ I 4k, I C \ \ \ \ \ \ \ 1 1 I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I / / I / 1 I / \ \ \ IN. \ D \ \ \ \ \ I ,�P`rF C9 \\ \\ \ \ \ \ \ \\ 1 j / \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I I I \ \\ \\ \ 8/RDHOUSE\�\ \\ I FzF�-T/ / \ \ \ \ \\ \ \ \ \ \\ \ \ \\ \\ \ \\ \\ \ \ \ \\ \ \\ \\ \ \\ \ \ I / I 1 I I I 1 \ \ \ \ I \ / \ LLG'i7kC.BASE I 3, 10 \ \ \ \ \ - \ 1 I J \ \ \ (1'INA)- _ / ems. \ \ \ \ \ \ \\\\ \-N \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I I I I I I I I 1 \ \ \\ \ \ I/ \`� I \ \ \ \ \\ \ \ \ \ \\\\\ \`\ \ \ \ \ \ \ \ \ \ \ \ \ , 1 I I I I 1 I I I I \ \ \ \ I /\ t \ I / / / \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \\ \\ \ III \ \ \ \ , I I I I I I I I I I I I \ \\ \ \ \ 1 I \ ` _ / - \\\ \\\ \\\ \\ \ \ \ \ \ \ \ \ \\\ \\ \ \\ \ \ \ \ \ \ \ \ \ 1 I I I I I t 1 1 \ \ \ \ \ \ \ 1 t/ I / // Q I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I 1 I \ \ 1 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) tI \\ \\ \1 � - - - _ \ / / / I CHAINLINK ONC. BASE \ 3' W METAL DOOR \ \ \ \ \ \ \ \ \ \ \ \ I \ \ I I I PAVED EN \ \ \ / I (I, O/) \ 4' (H) + ( ) \ \ \ III.\ ` \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I , I t I / /\ TR. EP / FENCE \ \\ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ I I I I , I I I 11 I \ I / I /UGP \ \ TRANSITION \ - �I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I t I I I / / I \\\\ \ \ \\ \ \ \ \ \\ \\ \ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \ \\ \ I I I I II I 1 11 t I I I I1 I I / / \\ \ l � \\ \ \� � \ I OTC /' / \ 101X 18' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I 1 1 / I I / / I \ \ /G \ \ \ \ I - / FIFAMESHED CHILLER ON BUSHMRN HEMS © 2020 BUSHMAN DREYFUS ARCHITECTS PC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I t / / \ \ \ I 4.25' X 3.15' PAD \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I 1 1 / / ' \ \ /\ \ i\ W \� - \ \G 11 \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 , t I / / / \ P G \ \ FiEMO RTION \ _ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \- \ \ \ \ I I 1 I / / ! \�' �G? \ \ / \ \ % \ \ QF CURB I / ARCHITECT / / / / / / \' . \ \ \ , j \ \ \ 1 \ \ \ \ \ \ \ \ \ 1 1 1 I I I / / / I / G / / I I1 I 3' (W) METAL DOORS (2) \� \ \\ \ I I ` V'I \\ F.O BUSHMAN DREYFUS ARCHITECTS PC / / / / / / 1 1 I \ \ \ 1 I 1 1 I / \ \ / /\ I I \U i - I I P lIIIIIIIIIIIIIIIIIIIIIIIIl LANDS + PE ARCSON I TEWORKS / / / / / I I I I I \ \ \ \ \ \ I I I / / / / � / \ Gt / \ \ / � LANDSCAPE ARCHITECT / / / / / , / / / / / / I \ \ `\ \ \ \ \ I 1 1 , 1 1 / / t \ / / / / / / / / / / I I I I , \ \ 1 I / / I / \ � / t �'I I \ C� G \ / I / / / / / ' ' I / I I I I , I I I \ \ \ 1 I I I I I I 1 // �/ / \\ / \/ \ , I t I \\ \� \\\ \/Z\ \ CO C 1 7 '/ TIMMONS GROUP ' / I / / 1 I I / / / / \ \ \ / -I' / `rC �F// / CIVIL ENGINEER / / / / / / / I I I I I ' I / / // / I 1 4/ G&(j 1 \ \ / 1 \ ` \ �,G l \ \ ,47, 'S'pp cc�B / ' '/ / / / /' / / / I I 1 \ 1:;::1 I 1 / / / ///// I \ 1 \ / / / /' / / / / / / / / / / \ \ l / / / / I / / / / r,,Q \ / /\ , 1 \ � ` �C9 \ �`'p(/�gC'�rC� STRUCTURAL ENGINEER / / / / / / / / / :.:.:::::::::j:;:,,;:: \ / / / / / / / / // /' / / / / / J`•P G / / \ III I \ , \ // / / / / / ' / / / / I �''''�/'.''i / / ) /' / I I / / / // / / / /I / /',/ // / // I / 1 \ / \ \ \ \ - _ DMWPV V A A \ �� �� \ \\ / \ / / / / / r / / / r / / I j �:::-:::.:: : / / / / l l 4 / // / / / / \ / \ ` \ ` \ FIBER\ \ _ ENGINEER TOP 562 78 FTj --/ /I BOT 555 18' '�S . / /' / / / / / / .. i:;::/:;'. , , * / / / l l . / / / , / / / / ' ,Y \ r \ � \ \ \ \ 7 �/ MEP EN r / I /:;r�:;:;'-h:: / / / I I I / /// /r '/'// / l \• \ \ VEIULT \ \ \\ \ ,y \ \ \ GREASE 5P 2RW / / / - ..::✓;:.,;: '; : i / / / / \ \ \ \ I \ wLER s�RIP \ TRAP(2) / / / / l ' ' / I \ /f1 _ _ \ ROCK EI I / \ \\ \ TOP=562.85' LIGHTING DESIGN // / / I xy: / �: j r / / / / / / / / , / //TQ<a 2/ /, \ \ \ \ REIN V $ITN +�//// \ G0, \ x \ \ I / RANDY BURKETT LIGHTING DESIGN / r / I r . ✓; /,: „ / /' / / �! l�lyV4N p60"/3�'/P�/ E \ \ ARMOUR Q ` T=555III,.53 / / / �:;:;:...✓..:.:, :,:.: / / / , Yy/ / l y�i / (/) \ I 9TYP.) ///i \\INTERIOR DESIGN / / / ' I / /';;:::%;/ / / / / ' ` \ \ \ C GLICKMAN DESIGN STUDIO I / / I / I / .:i:;:::,:::;::::: ; / / / / / /� / \ \ \ I /i%//%/j// \ \ , \ \ \ ` 80 / / // /// / / / r / // / \ / / / \ \ \ I DBt / .iF:: / / / /' // / "/// i / it //'r /\ / \ \ /i/\// \WATER \\ \ x� \\ '/ METAL )D R / ACOUSTICIAN I I ' : ; : ; : ; :: I I / / / / , ' , i / / / / / / I JOT \ \ \ \ / \ \ \ \ - \ \ \ / I // //////� :::/::;: / .:::f:::;:..... / I '' :;:)::: I / .f,; ::::::::::.:::... '' / I , ' / / /, / / / /// / / / / / '/ ,l / \ \ \ \ \ ! / 1 / /iii/�//' VAULT \�G \ \ CONCRETE PAD \ / / ) ACOUSTICAL CONSULTING SERVICES / ./,../ ,., /, / /// //// // \ `._ / ` \ \ - \ \ \ I I I A . . i /// \ter \ W AN P 2 \ ND UTILITIES TO \ \ P� l / .../.- ; :;:,. f, I I I I 1 // // / // // / / / / / / �\ \ //// y/- - \ � \ C coNc.\ Rg AIN \ 6' 8"(W)WALL y / /..:.....: /.../: / // / / \ \ I 1 I I I I I / / / / ' /' ' / / /, i i i // / !' \ lV / ' ` \ \ \ \ \ \ \ \ \ / l /i%%% I ///i/// I . , . ,... . . : j ; :,r. I I / / , / / / , / / / / I \ \ \ \ ////// I �/ --- \i///// \ \ \ \ \ \ TOP-560.76' / �� \ � \\ SD CURB INLET / :; :: j: :..........:....,.../. / / / / / / / / / / \ \ / it ® \ \ \ \ / I ../.,;,... I.:;:;1;:;:.: ::;: I _ /i I /////// I \ \ \ CONC. _ I ' t::./:;:;:,... , ../....1.,: I / /// // /,, /i / / / GP \ \ / \ \ \ \ 1 / I I}/ 1��/// .1 - "�'// I r \ \ �� \ \\ lNV/N 55907, „TC( / l I I:::::?::�..::. ;j:: I I I /' /,;////// ////// /� \ 1 % -- II - \\ \ \I \ ,/ /'' 1 / -%l I\ j/Y�/. -j- \'- � \\\ 11 INV(I W) OWNERS ON / I I1. /:-'':;:;:;.;.;. /,1 I I / I - 1 ////// \ \ lNV 5 RC ( ) P rtners.co I I ' / . / / / / / /iii ' 1 I / / / //ice// /iii! \ / // //cr I I I / i - I I \ lNV IN 557 6' 12" CP (NW) 434.245.5803 MILESTONE PARTNERS 1 1 1 I 1 ///I // / // 1 \ _ \ \ ,� \ \ Ilopez@mileslone a / � OUT 671'/l5" P SE /i ' / '/ / ' / / / I // I I / /%i/ \ \ \ %X/% // I A \ 24.2'\ \ A / \ ` 4y I , I :1: : :1: I / / / / / // // / / / // / 0 / /I I I I I / / ' / I ///// \ / \ \ \ \ \ /Y///%// \ T \x \ \ / I \ I 1 I I...I I I I / ///,'// / /// / / I GP \ G� \ /UF III t 1 / / // } �� \ ///%i<\ BUG \ \ c p / c� I 1 / / / // / J / I / / // �` ///// //�// \ \ \ % F / FFE=563.24' N \ I I I I / /'/ //' / / / /// �' / / / I/ \ / / - - - - 3r- - - \ I I I I I / / / / //% /// %//// / I ///% //// \ / 1 I I I / / / / / / / // // ////i// \ \ \ - VAULT ULT vl I I I 5!�%/ \ \ 3' W DOUBLE OC �, �jjjj j • \ s METAL DOOR I / / // / / / / / / / / / I I I I BASKETBALL / I I / / /j/j% /%% / j j /i 'i /jji // -I' \ o I I I I I I / / / / / / / / I I , I COURT l l / // \//// //// Qk/?//// // i jj , \ / 1 I I I I / / / r / / ' // / / , /i / \ / r o I I I I I / / ,� ,1/ /////// \ \ \ / \ - I 1 1 , / , / / / i / / / / /UF \ / 1 I I \ I I I 1 1 / / /� f///// ///% �� PI // //////. �/l . \ . ///////// ` \ \ \ / - - / I / // / / / \ G I -C� I I / , / / / / , //, / / / I \ / \ \ \ \ x \ I j I I 1 / . /; : : / /%//// 1 / 'C . �.1�//� ////�///j \ \ C. f////// - j/ //// G T O / 1 % _ 1% 1 I I 1 1 t / l , l / 1 1 1 , / / / ,' // l ( \ \ \ / % - I I III \ I 1 F.:: f : l ' jji' I ' jam' /iii ////(/- ,/ .I! .\�/ii ii%%j '�'r \ \ 6` / ' G 1 1 \ I I / l I , l l / l I I a C&G \ \ \ \ _ I I I I \ 1 I ..:;.I t.... / , /%iiii ,%>,- , / / //j%%%j \ \ \ 5 I / \ 1 \ \ 1 1 , 1 / , / / , / / , , , / I / I I I \ \ \ \ I I I I if . I � I:::l:::l::/: ; ' I ,- i- %�iiy \ I ' / ' I �iiiiiii / //i ` \ \ \ \ / coNc. sw / ` / / / O 1, l// l l l l I l l l, l l l r I 1 \ \ \ 1 I i i I : i :;I -I:::: / %%%jj% I I / /%iii /%/i/ \ I I / r \-�/j/%%j/%%j. /% \ \ / / . \ \ G / ® w r I I I I I I I , 1 /::::::.:.:..:., /iiiii \ + /jji/ \ t / 1 ///// / / i EX FORCE \ 1 2 i I I I I III I I I I I 1 \ \ \ \\ ,'' 1 1 t IL -tX : : �''':'' /C////// \ \ I �, ///////// \ C'G \ I i I I I 1 1 I I I I I 1 \ \ I \ \ \ - \ \ �I�I - / .. is l::1: rr';;: /%\///// \ �/// \ I // / / //// /// . /' ` \ I I � \ � \ \ \ \ \ \ \ \ 1 \.� _ - 11 1 Al�RO .1..1.;I.,.I.,J:; ///�/_/// \ _ I 1 '� /////// \ \ \ I MAIN _ iiljj I /iiiiii /iiii 1 1 i I I ' \ I - 1 1 \ III I : ; I; :I : j: i;; ::' / �� //1-1 %f 1 I 1 I y//////// �/////// \ I I I II APPROX \ \ : Q \ r 1 4 1 I I I : ;1::::1';::I ::/ �" 1 //%f///// ////// - - - ^ / G� I I / I \ Lu i 1 c \ \ I / I I f: j/D l�N (cPt61T�/////// I 1 , \ / \u^ tlAfi x ^ - I TB////// I 1 e /' y N ENG`6� \\ \ Q IK �.� \ \ \ D , A , I I , I j;; ): a; i' //// j \ 1 1 ////✓//// /////// ' / - c 1 \ fI I (� /// I RE OVEYK// �\ - -�I \ l- FI - - \ - \\ so W \ \ ` \ 3 `t t 1 I I ..::. i : %: iiA1j0 1 R'CP' , I 1 \ 1 i//%%j,ijj //%%ji%%%j - Z - \ \ \\ \\ I nm \ \ ,\III / , :;/';:::�:i:/:j' jl - !, ///>/ .- �\I 1 t \ ////%///%`�` /- cr \� \ MHS c� /'- II -FMB - FM-�,_ • 2 - , / k' \ I \ \ CURB \ ��%/////// ` h / $G 1 \ \ \ Ica \ \ I I / is :ili; }':: jjX%i , %%% ✓- \ 1 \ \ �/ %%j/%j /% \ TOP=362.6T G I1 - U \ \ - w \ I \ \ \ '::.�.::� ::�::(:' //// \ \ \ (PORTIONS /%1 /// ///j � / I I \ /// \ \ //// \ I \ \ .1 �' . \ lNV l 54.93' 8" PVC�EJ� \ - • O Q \ \ \ filD \ \ \ 1 \ \ 1 :: i : \�; :i : I: %//%% \ f%// ///// / \ \ \ ` \ ///// TYP. \ \ //%%//////// \ \ V O-554.82' 8"PVC /v 11 \ Z \ \ \ ly \ //j % / /// !S�/// /////jj' OC EXISTING c a REMOVE \ -� I I \ I `:..::;I: I;1;. / - / /, ///// \ \ //\ \ ////////// \G RANT/n I 1 \ \ \ \ r 2 2 STORY 11 \ \ O R1 , I \ \ / k ///// \�� / ////%// / //�// f. . \ \ \ j- / . / \ c BLOCKBLDG. 11 - - - - I \ \ 1 b I 1 , , � f../, %iii (�1% iiijl /%J/ \ W - - - - - \ \ \ \ \ , / i % /ii iii \ iiiii \ iii . ^ \ - - W_ _ _ _ { ' \ iiiiiiiiiji \ 1� i N /I�///� ///// \ ` ✓��//////��G \ \ X ALERT I 1 w % \ \ TOP=54764 _ - - ' \ \ I, ; 1:: r �: c :' is : i' L \ %%/// \ \ /1/// //,/////// \ \ ^ / //%/7�/ f/Tj' // \ \ STRIP I I - - - \ IN TSINQCCESSABLE -1 \ \ ----- - - _ - It - - - L CHAMBER=544.52 \ ': \.. \, 1 : 1 r , -/ _ I I \ ///✓// / /�////X // \ \ \ - i ./// ///////// \ UGT / -- I, - uc 0 I I \ �:: \ : 't / /0 \ : {%/// �f 1 1 I' /il'// \ /////� // \ Q ///// /j �\ ////%. \ -UGT \ // /// \ \ �_X -- - ..REMOVE lL �6(}- _ _UGT _ _ H O� ✓///// ////� b x 6"PVC I , - -fix \ \ I ? \ \.:I- N..: �'\:, �:; :\\ :; :; j%%i I ii% I I 1 1jj / I /i%i% /% \ ,MOV 0N:Qfi 'k. - 'iii REMOVES iiiii/, //i%i%i - - - - - _ _ iiii \ - - - r ///i(///// /// � - JNV�57.65- \ - 55s- - _ �x� � n /////I,- / l/// /i/// \ §' I I \ \ X �iij ` - \ \ i%/%ii%%%j - - - - - za. / \ ' \ �X� - . jji \ \ 1 / I \ \ ': \ : \r G�, �. �' ., �\ '; : ):: ; : I %%% j j' T P=549 19 GR E / i %%%///yam///////�//� E \0 \ / - I - - - - - / / . iiiiii� /iii / / - _ -x- ✓ /iiii m \ \ Il\ ,�i� \ \ \ :: \ / iiyi ,/iiii _ iiii /iiii I /yj' /iiiiiXijA/' �f iii . _ iiii/i ! %iii%/ / . �i%%%%%i + ,, /�'_-i G \ \ I \ I \ \ / . s•. a.'.\,;\ .V.i 1 %%%. jj' IMVJN=546.9315,R (lV y� I \ /// //�/i// - - - - - - \ / \)/ > . N .,... {:: i:; a lMV OUY=546.82 1Pi( //// a /%%%i j ////% _ _ _ _ _ _ -i I \ I / / \ xi;:;C:: :..j: �.::: I::: :: , j // /// I I / //// ///\/ \ /C�////////mil _ - _ _ - - - ' SIGNS - _ - - l// / z//ir////// ///f AOjlEj B�T�%%�!�-/-/_ �/`/�fff ' /// /// ' (� \1 iiii - - - - - - - - - - - - - - - - - - - - - \ \ lii, ,-,-,,-,,- a�N r�lzgr ��u iiiiiiiii. /iiji� l/� >� `y I < \ �;..\ :: € \ iii 1 / iiiii - _ - _ _ - iii I- .Ii iiiiiiii \ \ \:::: ' :N .,..... \ \ °` // i iii. . '1 , . iiiiijijiiii ` - _ - - \ - - - - - - - - - - ' ' - - - - - - - - - \ \ _ �iiiiiiiii rriiii�iii u / \ ! - 54 73�13`RCP7pl4}/� _ \ /- ,-,,- / CRAIGW. J. KOTARSKI - \ \ � \::l ::: \ \ \ / / /F / 1 \ \ %%/�'/,-. , /. / ^ \ , - - - - - - REMOVE/RELbCA�ESRAVITYI - _ ` �- / :>i %U!//// x ::\ :;:;: \ /�! �� , \ \\ ��' /- /- /� // \ \ _ SEWER LINE PER NEW PUAIR - _ \ \ // V -A::\... , \ ": \ �`x�%// // _ _ _ _ _ _ _ - \ Lic.No.0402048507 ::. \ x, :,' \ \ \ \ \%/%i% REMOVE- - - _ _ R�M(3\/€/RELOCATE \ - - - - - - - - - - - 1 /%%//// # �2-�rJ-2 �R4 \ Tr SD CURBINLE"I / // lw \ . 1:;:;'::::i;.;.:�':.�::!:::\. \ j//INV77m 1 %i'/ _ _ - - - - --$TA�IOhLLOCATION ^ _ \ _ _ _ _ / - \ REMOVE 1\ ^ ./�%///� / \ T�P=535.55 _ // \ t::\ :' :: \\ //HIV pU S4g' \ \ \ \ CURB - - - - - - - \ - _ - ^ 4" PER \ - - - - - IOLD-C61NCRETE IF f/ - S lNVlN=531.5715R W Qi \�\\��:;;)::;\;t:\'\�:.\ 3g _----- - _ -- r \ 1': \' \ //// \ \ \ /////// \ \ (PORTION) - - _-REMOVEMHS \ � � ` ` FOOTI I I 1 j SIOTJAL lNV 1N=531.63 15" RCP (N Q / 0 : \ \ \ \ \ 1 a \ \: \ �//// / \ //%/ - _ _ - - ..- TlA1MQNS Gr,'DIIP - - 1 , � yi lNV 1N=527.53 15" RCP S \ / \ \S' \ \ \ \ \ \ \ \ \ , /// /////// \\ \ \ ` \ //%//// _ _ - - _ - _ _ TOP=554.03 _ - - _ _ z _ (p1 25 19) :;: M _ �2CP PI E , i h \ _ _ _ y - _ - a () < \�\ \ \:\ . \ /// \ // - _ - 7NVlR749.378"PllC NW {r - - REMOVE MHD �I \\ - - - - INV OUT=527.1724"RCP (SE) i / \ \\ \ t \:; \ \ \ \ ////%ii \ \ \//�//// _ - - INV OUT=548.60 8" PVC (5'E) _ - - - \ - - - - - - - \ /- / ) // \ \ \\g N \ �'''\. \ _ / / \ \ _ - - _ / _ a TOP=554.06' - _ \ \ \\\\ \ \ \\ Y \ \\ � \\ I. \ \ %%�%////// // \ \ \ \ \ . /i/ - - - - - / ' - \ - \ I INV IN=55i.43, ,5„ R/'P (NW,I 1 I // / \ \ \ :::.. , ..\ \ /�///////// fl - - - / _ _ _ ® / i 2' 18"RCP (S 6) - - ' \ _ / / \ INV OUT=54n \ MHD \ I \ /i \ \ \�\ \ �. \ \ \ \ \ \ . \. \ \ \ \ ///% ////////jj / ' / ' / / - - <L7 © ' _ - - - - - //i ` - SD INLET W/GRATE I / \ \ �'\ \ \ \ \ \ \ ' :'�` \' //i//// / \ / / _ REMO / / -� TOP=532.06 4 I \. \ 4 � \: \ {. \ I //// /�///////// - ' - - - `� -RELOCATE _ / - SD INLET W/rzRATE ZOP=543.80' % ' \ - - `` TOP=532.99 1 \ \ \ \ \ \ �t\.\ , \ . \\ \ \ \ \ ` �':: , ///�////%/- I /. / � ///////// / - / / - ' / / / PUMP �TAPOR- - � / INN=540.10' 18"RCP (NE) - - - - _ 7' i/ �* \ . - \ \' ' \ \ ///// /// //j/ ' \ - - / REMOVE 18" T lNV OUT=529.09 15" RCP (N) \ Q \ \ \ \ \ \ \ ': \ \ \ . I //ijj///%/// j/j�jj/ - - - - - - - - - - INVM--540.40"18" i4CP /� '�� x ' \ ��, \. \..: \ . .. I!///i//////j ///j//////%/ 'vim//////%/// C&G / / _ - -ENV OUT=540.y,3 24 R(7P € - y 1 _ RCP PIPE . :.:. C • I • \ \ \ ` �'\:;:;:: i i;`GUA ai::::: :::::::..fix /%j%// ///%i%// ///�!/%// / / //// / - - - _ _ _ (s) / / - sts _ ' - is ::.;...;...OF CENTRAL VIRLft / _ T \ \ \ \; - \ ///%ii/%ii /j/%/�//%ij ram//jji //% _ _ - - _ - --- _ -ALBEMARLJ - / - \ \ .\\ a, , ;x; .; . �, .... ` ,RE Stil +; ::::. /Y///// //f//// /i//// /�1�//// ////X/ //1///// \ // /- -345-_ \ - _ - - _ ---c--- -�-- -11� \ ....:..:.:.... �; \';:;:: �:;:;. .;..-:ri:;:;::::: ::;.;.,.;. .... \ //////// / // // /%%I //////-/ /////ijj////I //////1 .%IRALT/ /// / ///// \ \,,\ -.\. . 4.;.: •.: .; :::'': ::``:.;;..�.: .,....I..;. \';:;:::;:; �-';t::.. \-K / / /- //�/ / ////////// //,' !.r`EY"�E ///// PROJECT NO 46423 ///(/////// ///// //// . ///// e7.yr��// //Y/ // \ ,n � \ \ \ �. \, .1 \ ,� �t ..' � ��UfZ97NtFi'T ::::- ,_ _ \ . ' - _ - / r / ///j /////// // '//// /////////////i . ////� CHECKED BY C. KOTARSKI �- /'- ' ` k' ': ' ' ' ' 'I. - - - _ / / ///// / RE VEC&G _ =_may_ _X I I _� - - - _ \ DATE 02/05/202� \ \ -. \ �/!///// - - - - - I \ \\\\ \ '?:\.. .\ \ ,.. ��75 - ',--' _-'RE V€SIGN - - -- ______/' /--- - \ \ � ^ _ - - - _ - - - �I 1 EfaO - / ...:;.;.;,mot:. _ - - - -: 7 - / / - - - B W f2ATE T / /NL ZTP 3�.. \ - - - -a4 :a: / IN /lN3 5 34" RC 11 S - / e �. / / ,.:. _77:_ - NN L y: sa / - / \ .. .::\ ' �;' ^ - - / //jIILO/ 538.22'�4 \RCP$SE) \ -\ / \ \ �.; \ \ ti:: \ / Try:; :', �:;'.�}'- _ \ / / / / / \ \ 5� i III\ \ / r: ti \ _ \ _ / - / - _ 24"R JS- - C O \::::: �' \ - / \ / / I� \ / ✓:' \ : / \ -:;�:: - ::/ /-:7C4L _ / :-- - \ _ _ !; y- \ ,_ \_ S R- - ::.-' / -- ,:.:: / _ ) �/ .. / \ // \/ � N � \ � � \ \ \ \ ,�>�z�0,0 I � � " ,:, ...:., .......... <... I � / / / \ - - - - -- _ "::,'.?',:......,; '.'�;';''- - 33g - / / ..;✓:. / , / - \ I - \ CONG E DRA),INAG�- - - - ' / �....; / / / is :F :..•i:..:........ / \ - FLUME / / \ � "'ll N �-- - - - : -�.--��...,.,.-" ,- - � � / ... , .::: ::.:.:.:... I �� � �, N - � � , 11 �- " \ // / / � ..I. � : Y \ \ l\ / / / / / ID ISSUE NAME \ \ \ ,:;.;.;.;. .�RLiCf.., , \ F: : :;:.. ..;.;.;....;,;.;✓.::;: \ .: . b I 15"RC23.OUTFALL- \ _ / / /' \\ MHD \ \ 1 \; 1,:: N::\.:\.:.: \ / / .,.✓.;.;./.::;,!.: :: :::,;:;';:". i - - - :1 �;:;\::1 : I , \ - lN=523.0�i � \ /' / / / .1" / \ \ \ \ 1 1 1 ,.. \A'L�lI�IQU. \ \ •,�: \ -536- - / / �' / / ✓ ::..,!''' / \ :fi; \.�: '''�:f I I I - - \ \ `� \ _ / / /- SD INLET W/GRATE TOP=534. I6' Q* \ 1 / \ .\ - / / <:::,/ r y.;. / .\ I 1 \ - - / / / - - TOP=533.88 \ -c�G lNVlN=525.36'24"RCP SW "" \ \\ \ \ \ `:;:.": : ,.�'�:�;� :`::. �:�:�::; . / / ! i !` / ; / / 1 �,\.4'.''l' : ?: I ;rF; ^ \ `\ / / / / \ INVIN=526.526"PVC S ` \ \ \ INVIN=525.74 15"RCP(SE)) \ I / t ::>,.\ �,* N. ;.\,':'�: i'� $ :;- ' /. iF;:r; ;;,; ,; ;;;; ;,j O�CONCRETEfRSER I::I: f:\: \ I I.::I:: / \ xzf / .11 / - - - - --\ INVOUT=525.30'24"RCP NE �: / �::;.;:=..7 :: t::;�:;:;/:.!;�:�;.. - lNVIN 5258424"RCP(NW) _ ( ) I j;:i;.. 24 LkThL: LL\:: 3 :::...:...:..:.'... ✓.;.,.,.,.,. / W/TRASh RACK J:: I I I :I:;:;:;{: _ \ \ _ _ / / / I _ t:::1:;.;.;.;.;t,. / - \.; e ,:; \: ::;' �::�.'. ,.,,... ,,, �., .;�; `: :: :;: :;: ;: i '\ TOP RACK=529196/ :/r:i- Y _ J I ' I: j::' \ \ \ �26 - / =� / INVOUT-525.6024"RCP(NE) j I 4.. .1;\ \ / lNV-5251 \ \ � .;�.: ,r �! TOPCOAIG RISER=52756 k /: . ! - �. / - \ _ t�'WPPSUFFER \ 1 / - =RCP -_- / I 1 1;.?:, \ \ \ �� \- -\ X. ' .. / f /, -� I l I / /. //ff ' ' / __-__ I 1 �.;. - s / �.� ' IN OUT=525.0618",RCP(NE) f:;/:,✓, /' Y,-��: \I �\ ,- ' / / / / - _ LEI-- - -.; :;.;.;.- / ✓ - I I-,-L- R� : \_ - - - ~'x'a T:::: ;; ::': : ', / ' BOTTOMSTRUCTURE'523.����!!!/ r:;./.;.(�;. / �I / [:f:: I 1 j�` _ - - /' /' N \\ I , ::%:;:;r:;:1: \ r .:: /::':: :: A:;-:' :: /:I i:: / D/ \\ I 1 / %:; ::::::.. r;:::/: '.. '!: / _ ROCK /_ _ - / :I:..,:;: 1 \ N / .. r .f j:;!:j::/:;!:/:?.:: ; RM6Y/fi_ yo / , \\I I \ \ \ EX.SWMFACILITY ():;r.'::f:'' / \ `° ' / 0 a I \ 1 \ \ / (MFR. WETLAND) 'f -;:?.:'/ // / : 1:%: r %:/:/:/;:r: !:;: - - - _ - _ - - - lIIIIIIIIIIIIIIIIIIIIIIIIIIl DATE / Lu / ...:y.:.:, f/::<:;::/',.,:r::;.:.;. _ _ _ _ DEMOLITION /:. , PLAN 1 III / \ .fix ;/. / \1 \ \ \. \ -- :' / I / .:i;.;i.1./.;:.!. , ------- - \ II SCALE 1"-20 / ram' LLI / /. /. /` / \ _ / r'I: �...,,X; :,::/',:t;:�;%:✓:' / I 1 - - -3D" GAP 5; / \ 0 20' 40' ® / \ - - - :: �' : J / :�:. !: ri:l:i; ;:r: 6:;!:/:;/:;: / - \ - \ a I 1 D RB -53j_ - - - - � . : /. l..F.' :,.... /. /1 V=5f008 / / \ \ C2m3 \ S ClY INLET _ _ _ - - ? :.., :✓ . i;!: y : i r:;:/, :� :�:;rl: / / \ \ . _ C&G _ TOP=552.30 :. /..,� :;r..,.,: \ --- lNVlN=28.658"PVC(SW) :' i i'(r ,:,.. : :;�F.;F.�.:r. :L:/ ' /' \ - - - / -WV BU+=52783 15"RCP NW i.,. /:;.; ..y,.,,.,{ .; / y, ,. /.f. /%.;. / \ - \ \ / ( ) 1. a /\ moo&, /, c� P� R / (2) � yP SD CURB INLET TOP=560.76' lNV 1N=559.0TC NINVI558'6" TC (NN W) I15NVN=57 6'12"CP(NW) IOUTNV .71j5" RCP (SE) P� i / FFE=563.24' FIBER 0. t\ 3' (W) DOUBLE VAULT \ I I 1 I � I \ \ SD INL4'T GRATE =558\0/8'\ 9� 1 _ 71Vt/ QUT=5.3 12' I (SE) II 1 II II I III II 1\ I SCALE 1"=20' 0 20' 40' 'sue METAL DOOR SD INLET W/GRATE - x ' FM -'� 11 ''• ` ,� TOP=560.1� / 1 % --WV 1N=555.09 6" PVCAW) /G 1 V INP552-Z .48-6" P7C (NW) y / , / It/ INV OUT=552.14 15" RCP (SE) ® \ ,✓ F 11 \ \ // / CO NC. SW / \ / G FM i C l \ / / EX. FORCE \ \ I _ �® LANE rl \ II /� MAIN \\\ 1 \ / _ _ . FM — S6s`9 L lw 11 ,q _ �\� \ SLOPES (TYP.) LgM6 _ �� \ \r CRITICAL I I / (APPROX) \ \ / _ FM 9885 11 , 1 24.5' � w / U#T— — � � � � _ F /� fZ��t10VEfREPLAC�- — /1 TOA456�2.6�T JMHSG/ G&G ' _ - II II FM ► \\ _ '� \ FM M I I SD CURB INLET W / _ UGT / , , , NLETOP/ 558.06 11 II GT \ \ \ INV l 54.93' 8"PVC (St 1 I \ I I TOP=560.73 � W / / - x lNV 1N=553.11 12"RCP (NW) 11 I p \ EL6t\CA \ \ / I I _ I I UGT / INV OQT--�r53.B4`7P" RCP?SE) 11 l 1 \ GGT U6T V LT\ 8"PVC W 1 I lNV 1N=55 415-RCP (NW) _ - �'-X \ OC EXISTING c a REMOVE II ��- / , _ _ ��X/, \ \ \ \ a = I1 II-WW0b%551.6015"RCP �/ / \ �X� �k \ \ �� \ RANT 2 STORY 1 I _ _ _ _ _ _ - - , U i ' \ \ \ \ S \ \ \ 1 BLOCK BLDG. 11 - - - _ /////////////J" / \ \ X ALERT W III i / It UGT i �X� //// STRIP 11 / ///// IN, — —UGT— _ —I-I-/%`�// \ \\ \ \ \ SAWCU \ \ _ _ _ __ X //� //////// /11 / ` \ X >_ _ _ _ - -eMOGE — — — uGT—_ I I'////// //// 11_ �60 _ _-� // COORDINA WITH SIDEWALK PROJECT. RAMPS TO 6" 1 I REMOVE o — JNV57.65 - 559 - . - - BE REMOVED, ISTING ENTRANCE TO BE CLOSED. �X /// SIGN (TYP.) - - /// /// j/// REMOVE / / / �\ �X� //// /jj/ /JY/// ///////' /// \ // za.r \ /%r /✓////%% %/jjj SIGN TYP. j/% >Y✓ \ j h REMOVE \ \ \ \ /j GATE \ \ \ \ \ iiiie REMOVE SIGNS (TYP.) v 7 RE NA� C3V/RELOCATE \ _ _ _ _ _ _ _ _ _ _ _ 11� / / //// \ _ / _ y \ j. REMOVE ECQ/Liys .'_:':'.. - arD eeNeRETE FOOTI / I I T.IWIM�QNS GROUP - - - 1 _ -'IiCRPI E 4 -1s)' _ 8� -;.. _ � \ _ _ � - - / ii %`�iiy _ ii II E►orc��/iiiiii ii / y Z \ - - - REMOVE 15" 1177 EMOVERCP PIPE -'OP 554.06't _ _ 1NVlN�5k.4.X45"RCPNW' \�--- � -::lNV OUT=546.02' 18" RCP (SVI) \ 460 / / -2EM0 �. // _ -I} /'-------- 11 �/ / / / I`\fi r- \\ \\ —RE _ / _ - SD INLET W/C22ATF LOP-_54_3.8_0_ _ _ _ _ �/s y ` - P1/MP �FAF19N- _ / / �NV(N=540.10' 18" RCP (NE)- - - /�/�� ;. ..::... ..... ~ _ r' �..;...;...� 4 ------_' INVlN=5�10?10-18"RCP7NE) -�/7/_� EM \...,.,,,,:`:.;.; •�- -7NV OUT=540. y324_" RCR (SE-) \ - - i/i/i/i�i/i// ///////rr/ /////////////i/ii7i7/ 7/ n/iIl ri/i/i// ///✓�/45/ PAl/O�A�i//i /j//j//////////� /////////// / / - '- - _ _ ` \ ` ` - - _ �1N1 (A4W)=54283'15"RCP REMOVE 12' / / I Ile lTOUZ=547$S'tB=RCP(SW)_ (SW)- --RC71- P PIPE / 7-,77,177 / �+�/iiiiiiiii RE � V E C&G � = J —X— j 1 —X =-5dk— - - - \ \ • ,... � � // /////////X///CH.9/N/.1/0�////% �' /%// ///////�%////// I \ \ // //// . /// / I , � � � Il / / \ \ 1\ 1 _ _ _ _ �\ \ \ _ _ _ _ _ ��iiiiiii iiiiii /ii ✓iiiiiiiiiii iii /iiii , , , 1 � , \ \ _ \ \ '�4" RGe lNV/lNs58825 / / ... i r -'� - � - ` - I REMOVE. / y 24"RC O -- - - ---- -CHAINLINKFE\lCE /f/vv 15 _ _ _ 6'(H)I .. \ \ J H t REM () '\ OirE / / 1 / I \ \ "REP'ODfif / - 12 - / s3 / ALL' / \ / 3_ y, H. I \ I 1 E VE _ - _ - IV19 - / / -- - C`ONC. / - I � G / \ \ T / ss / . 2 x I - / / M \ I / 1 / I / A. %::r':: CONL E DRAINAG`E- \ FLUME 15"RC�OUTFALL� / / G llV'V=\523.O�u^�yIN, DRAIN GE DHANNEL ✓ '':�':1.�;1};:. I I :��:;I::;{; 7\HRI EI\ D \ \/.o/o/ 1 I Pd4GL, r I �� - - - TOPCONG RISER=527.56 \ YBUFFE / UGr EXIS G SHEDSTTOMSTRUC / l— / �:1:�'�:1:':''' /'l . \ / \ 1 I I 1 \ \ \ \ I 1 I , I � / . l.. ' ,.. ii ..✓' !i.'...,.; / \ ' Il\\ i::14;';:;.'. 1 _ _ x y / - a ' / / .;.;:.' / , _ - / TO MAIN 5? / \ 1 \1 \ ` / ✓ / / /.% .: / / / RELOCATE / 1. 1 F — ' I I l� 1 1 \ \ \ \ \ \ \ \ _�O BC'/FF i F/. i ✓i/ /✓%i /� i /!i %' i //'' I ' ' �o. / / OG / f./: / '>' /1 1:L' _ �2P _ x — — — .� I I 1 I �� \ \ \ ` /.../: r//rr ✓ / %': PORTION Of //../ _ ROCK \ TRAIL x/ r...... • / A 1 / '#RM9Ul� \ / - - CYi " \ \ \ I I 1 1 \ \ \ / �T�;/ r �%/://✓%.{:/.\ram, _ I I ``�' \ \ -_ /i/ii �,�:/�;/ //�� /y/�� ///�.✓�' / / // "`:�%.;.. / / •'>`'.f::.' .C;':./�: -5i9- x � ., \ \ \ \ 1 I 1 1 � `1'i � \ — � _ SL ( \ / l �'• ;..;t/✓�r:':.'.'.r�'�.; 'i.''/:%:/ _ — — �JG1i \ l 11 Jt�'!:l'iJ✓: /:>��f.%/:� ✓i;,r .;.......:�: / / / / / i / /'::'✓<:;:i�t /•I::•!;`:',%.;/:j,;l;:!:.:;: -\ \ \ \ \ \ IN, Lu IN. -117 / �✓:::F i✓::j!:;:' ,/.;✓.;~fl;>:%:✓ , ` c`r '''''✓��� ✓ / � \ \\ 1 I \ � \ J 1 \ \ \ \ \ \ I:,;.:,..f''I'1�:1'1��7��j'j'j'['''f•'Fl�'�1����'�'�'�'�'\ / / Q :;:%..'. /'.'.,/::'r:'i:'';:A;✓::%:%i i V=510:08 3> \ \ \ \ \ \ \ \ /;..:I:,:; i .. .�, /. ./. / / J , %;. ^; y..'.✓.,.,., /.. /. r.' ;.' ;.;.; ,. 30"RCf'1 /::/.,.;,!.,. �'i.;✓'. .�''.. / _ _ .':'%'.'. ?''::i:!:y: ✓;.:t;. !!. I / IN\V-509.55 \ \ \ \ \ \ V '.,./.'.' ..,.,./.' :.' .'... !,✓.'..,. /-I' 1 / _ \ \ \ '::,;\ \ \ \ \ \ \ \ \ \ III:F:'{:{:�i!:�f�:1 a,:11fI:1a;a.��l:;l:l4::I.�;:�;. \ \\ / // CHAIN LINK pppp —� / /..:"/✓:.. / ✓'y!' % / I \T / `---�-_-- .. _-- \ \ 1:: .1 I •1 \ \ / FENCECy / / i/ / \ \ \ \\ \ \ \ \ \ I:p 11 / J 11 CONCRETE �. ✓�:_:/ ' ii / ocn inicri nnrn _ \ ///_. � :�:\•. l^ \ \ \ \ \ \ \ PFO WETLANb � \ I ..l �'i I LI �11�::.1 .... LLi , .l; j: �. �.. . \ I / i, G,n / \ / PAD HMR YFU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 CN O ® 0 r � 2 • • G W z Li" _ OU � a z N OG 0 x `ia '/9 > CRAIG W. T. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02I05/2021 ID ISSUE NAME DATE DEMOLITION PLAN 2 C2m4 SHEETS C4.1, C5.0, C5.2 J JACK JOUETT MIDDLE SCHOOL 7 / 4 7&Vng I� I I I I 1 1 II 1 60' FROM PROPOSED \ y ENTRANCE LANE I TERS ION II on m u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CL N OC O ® 0 r � 2 • • 0 W • z W _ 0U � a Z N 0 CRAIG W J. KOTARSKI Lic. No. 0402048507 % 02-05-21.4�, PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 17 SHEETS C4.2 C5.1 C5.4 II . \ � p� II I - G] ,I / CRITICAL SLOPES (TYP.) y X ID ISSUE NAME DATE I I I I I I LEGEND: SCALE 1"=40' 0 40' 80' CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY - - — DRAINAGE DITCH 1 OVERALL PLAN C4m0 LEGEND: 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT / MILL AND OVERLAY - — DRAINAGE DITCH Q C&G SCALE 1"=20'I 0 20' / 40' a t�`IRDHOUSE 11 CONC. BASE (1' DIA) CRITICAL / UG P SLOPES (TVP.) / / PAVED ENTR. EP UGP/ TRANSITION / _ G — C w �Rp Sc�j. C9 i ss9 so /QCHAINLINK ONC. e E FENCE 3' (W) METAL DOOR 4' (H) + / 10'X 18, FRAME SHED CHILLER ON 4.25' X 3.15' PAD / 3' (W) METAL DOORS (2) CO/l✓C. \c� TOP=562.78 I \ BOT=555.18' GREASE TRAP (2) TOP=562.85' I G BOT=555.53' 3' (W) D METAL D R W/ CANOP (2) c CONC. 6'- 8"(W) WALL OGP / c CONC. 1 I (5) 5.62" RISERS R5' A 7 C 01 O��F� 9p�✓oz/ P� /0 WITH HANDRAIL GQ / UFO�OCT G O / /FFE=563.2R5'FIBER BASKETBALL 3WDOUBLE VAULT TAL DOOR UFD Co If CONCRETE DRAINAGE FLUME 01 0' WPO BUFFER_ y ROCK \ ARMOUR u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@milestonepartners.co 434.245.5803 CN OC O ' 0 • � 2 Vl G W zLi" _ OU � a Z O --TLC CRAIG W J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE LAYOUT & UTILITIES PLAN 1 C4m 1 I w / = II Q)LLl 1-L R LLI (2)Lu _ / I Q P� 11 FFE=563.24' FIBER 3' (W) DOUBLE oo sB9j VAULT ootics� METAL DOOR FM 1 — FM �by� F 1 TIE TO EXISTING C Q / �cp \11 /G� I ® — 11/ AND GUTTER TO BE ® _ FM — 18' _ WIDE DUMPS / / / / / CONSTRUCTED WI \ CONGRE SW FM ENCLQ AA / / / / — SIDEWALK PROJECT. , � _— � / EX. FORCE ® _ � FM LAMBS LANE / / // // / 11 E/MAIN 20 SA ERLINE EASE T / s G� / II II (APPROX) — �FM i / / / / /�I R25' W- R18 IRE LINE ,D, Q I I I � _ 24.5' / / / "W \\ a \ � II FMI LINE / / � �--� r - -- 5' _ J `�� \\ \\ 24.4' \ i -� —+I- _ — - EASEMENT / / 1 0' / UG.T 3, \ MH3 G I I FM - — FM _ FM / / / / - CG-1 \ \ TOP=562.67' C I I I I �C / &G 8" X 6" TSV l 54.93'8"PVC(�'E� / Illjl IIh1.25° FN / / /„_ �./ / / / 8 11 MIN. V O-554.82' 8"PVC A I I / t / R2' TYP. R15' a I I / W NNECT EXISTING EW 4" TEE III PROPOSED PU /DR �- F/ - / / / / - /• j R5' \ \�\ �A_ 60 r\ R25' / AND (2) 4" PLUG V S— _ / / 2, \ \ \ \ \ s \ ALE PT //� /i /111 I // / // 12' �, " �"' CG-12 d \ \ UGr _ / / / 9i5 / Id/ / / / / / / / / / / _ - r R5 1 \ R838'\\ °' R5' � - D 8' (TYP.) C� 2 \ EXI ING Ef�ANCE TO BE CLOSED, O \ SIDEW K TO BE EXTENDED ACROSS 90° BEND -J ENTRANC CONTRACTOR TO COORDINATE 3 B: ' ` � �8, 11.25° END 1.5" METER J 9' (TYP.) CG_6 \ \ WITH SIDE PROJECT AS NEEDED. 1' R100' 6'R8' A 6; BICYCLE RACKS C g 1 G� R899' SCALE 1"=20' 0 20' 40' \ \ ERLINE \ LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY DRAINAGE DITCH u © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 CN OC OC9 ® 0 r � 2 •il (A • G W z Li" _ 0U � a Z O o CRAIG W J. KOTARSKI Lic. No. 0402048507 % 02-05-21,4f , PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE I LAYOUT & UTILITIES PLAN 2 C4m2 A OUR I x NOTE: A KN X BOX WILL BE REQUIRED FOR THE BUILDING. O O U O U G O :........... .:: -- I LOCATION I I TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. IN 554.10' 8" PVC (NW) \ \ \ \ I / NOTES: 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 'Ro SFr G IRDHOUSE` ` \ Z c� / 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH I 7FL �/ / \ \ \ \ I � C BASE � BUSHMRN 3 \ \ \ , K I s9.9,o SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. �'ss- 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HEMS 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 1Z , Q 1 / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE 1 / � , \ \ \ UGp , , / 1 G DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. IITIO 1 \ , ` / _ _ ' , / CHAINLINK © 2020 BUSHMAN DREYFUS ARCHITECTS PC 1 1 SL ePES (TYPJ) I \ \ < - _ \ / I / FENCE 5P, EP oNC. B E \ 3' W METAL DOOR PAVIED ENTR. \ \ \ / I (1,0/ I / \ 4, (H) + ( ) TRADITION \ \ \ \ \ I \ \ Fl�AME SHED /G \ \ \ \ I I I / I CHILLER ON / I \ \ I 4.25' X 3.15' PAD p \ / ARCHITECT \ \ \ \ \ \ I I I f \ \ I BUSHMAN DREYFUS ARCHITECTS PC 3(W) METAL DOORS (2) � O'SHEA+ WILSON SITEWORKS LANDSCAPE ARCHITECT P CO>i ✓C. TIMMONS GROUP / CIVIL ENGINEER / / / / / / / / / I ) / / / / / / / / / / / // / / / / IQ \ \ / /` \ \ `\ \ ♦ ` \ \ LI..I 9C�✓0 �'c STRUCTURAL ENGINEER W I ���c /� DMWPV TOP=562.8 = BUR\ \ \ I ISCP \ \ \ \\ \ BOT=55518' (I) ems, MEP ENGINEER /�bINLE�yU/G // ` I \\ \ `\ GREASE w W / / / / , / / ': �i'::j:;:;✓;:;::�;: ;;Y /' / / l , ,, /, \ \ \ \ \ \ I \ \ iY\ TSTR/P \ \ \ \ TRAP (2) /P� LIGHTING DESIGN TOP=562.85' /f I RANDY BURKETT LIGHTING DESIGN llyV4N=5'/P1/ E& Gam/ ARMOUR OT=555.53 4p.90,3� / // // / / I //�:✓`;:i ::;:/:' ' / /' r/ / /ln fi�547�// (S) \ /-- `\ \\\\\ \\` \\\ i I 1 - \\` \ \\\\ \ \� Z INTERIOR DESIGN /0F' \ / GLICKMAN DESIGN STUDIO 3(Wjp ACOUSTICIAN 557 V ULT \ \ W/CAI (2) LID CON 6- ( ) ALL \ `\ CONTRACTOR \ E O \\ SD CURB INLET \AND DEPTH OF S \ TOP 56076' ON lNVIN 55907' „TC( r - \GONG. MILESTONE PARTNERS i \I `1 I ,r // / 1 to I\ \♦ ' \� \ \ = liopez@milestonepartners.co \ \ \ \ INV IN 558. ' 6" TC NW) OWNERS REPRESENTATION INV 5. RC ( ) 434.245.5803 34 5803 \ 24.2\ A \ \ \ \ OUT 671'/l5" P SE /UpO/ / \ 1 , r // / 1 \ \ \ \\ ` 1 `\ U / \1 \�\ / NFFE=563.24' 3vFIBER / BASKETBALLS / \\ \ \3' W) DOUBLE 1% l) IICOURTUDOOR // / '// ' / ' ` / \ � Ix I I I .'[[:�: //\. \ 1 11 I I I /I / '/i l \ \ / / 1 I I I\ I I I.;:l::;l;:�(:: / ` A I' \ \ / \ sby \ \ G R, /G 4 IQ coNc.sw \ \ , I \ •\ , / \ 1 _ G 401 I 403 \ l \ / i EX. FORCE \ H MAIN 1 11�'� I / \ RO III \ \ 1II (APPROX ) \ • Lu /G Q IIX / I \ • W \ I � Cl) \ \ -tpr�' \ \ IA / / :!:: 4:�: �:� \ /,� \ I \ \ \ \ MHS -�-'Gi � L�1_ _ -FMB IM-� \ Q \ , \ / p \ I 1 \ \\ \ \t, ; \ \ \ \ \ \ TOP^562.67' G&G / 1111 \\ U \ I\ \ �:r;: I \ \ mr \ \ 54.93'8"PVC(�E'� \ \\ I cnD \ \ } \20' BLICDRAI L:::'''t'I' VO-554.82'8"PVC O Z \ g Z \ \ \ ly \ \ EAS I I\ \ I ;:i::'.1 .1 65 LF OF 48" P UNDERC ROUND vNi Cf)/1DETENTION (S/WM1) MH T \. \ �STOFMWATERF4CILITY ALERT / / / OOTOP=547\EASEMENT INV TS IN.QCCESSABLE 36'1 ACCESS RISER WITH U UGT- L CHAMBER=544.52 V. 'DOT MH-1 TOP(fYP.) 404 r - \ } I \ /x , \ 7 o WEIR P TE \ ' - r 554 %/ � .',., �.:.r-.-• �'�.�'� � / \. '\� cT Q •n 1 1 I \ " \ \ \ \ _ @ SS ,, °- _ / 560 'F , •.-YI ` _ ff&a` r��(�1 558 U CgAIIG�r IKOTARSKI - - - - - - - - - - - - - 557 - Q k Lic. No. 0402048507 DITCH SEE THIS SHEET_ \ T� SD CURB INLETS TQP=53555 \ --- \ ♦ \ \ \ 554' - - lnss8 -SSIp X \ \:: \ ,. \ \ \ �\ \ \ \ _ _ - --- -- INV 1N=531.57 15" RCP -(NW) INV IN=531.63 15"RCP (N Q / \ p\ .:\ x \''\ ` \ \ \ \ \ C:� \ \ \ \ \ \ / - - _ - - ' ^ _ - - - 5 2 - r 10•r'6�' lNV 1N=52753 15" RCP S) ^51 - \ INVOUT=5271724"RCP(SE)- a DRAINAGE AREA TO DITCH A = 0.07 AC \ \ \ \ \ \ 003 \ / -- TC=6MIN � \ \ \�\ \;\\ � :\�,\'`;\\:..... I // r I(2)= 5.0 IN/HR Q(2) = 0.38(5.0)(0.07) = 0.13 CFS , 1(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.07) = 0.18 CFS \ ` V(2) = 2.11 FT/S (ALLOWABLE VELOCITY = 5 FT/S) GRASS LINED DITCH \\ n=0.035;S=8.5% si 0.6T /' CMG'\\ \ \\\�v\\`\\\\\ �\ \NNl ; �. ..:�:: a.. ` .. \ .�•: / ' '. / / 1 �'y a 128 PROJECT NO 46423 'PopDRAINAGE AREA TO DITCH B = 0.05 AC p o `\ \ \\ :; \` \ `: \ \ ' ' '� �� v T - ' - - / - / / 5�3' / r CHECKED BY C. KOTARSKI G C= 0.40 \ ��tP \�` \ \ \ \ \ \ rxUR�7NLFT - _ \ _ _ - - _ yZ - 9 , _ / / / S N \ / A� \ \ \�\ \ \` ? `\ T `�:TOP7v32 3v` S / I /�1 / _ - SEE THIS SHEET \ DATE 02/05/2021 TC=6MIN N, I(2)= 5.0 IN/HR Q(2) = 0.40(5.0)(0.05) = 0.10 CFS �JG� xz `\ \ \ \ \\ \ \ \ \\ *...\ \ f l Q�l�F=5�6. _ _ _ 504 - - _ _ 55\ / / _ _ _ - _ / - _ _ 544 a - - I(10) 6.6 IN/HR Q(10) 0.40(6.6)(0.05) 0.13 CFS c'� \ \ \ \ �' \ .., ` . 543 V(2) = 2.02 FT/S (ALLOWABLE VELOCITY = 5 FT/S) ` \ \ \ \ \ ' : \ \ �; \ : ^ �^ ` ` _ - l - _ _ - - :''::... / �� 116 'I - ' v ' ' / - ' _ \ _ - _ _ _ _ _ T - _ .� _ _ _ 541 �.. , _ _ I 05 D(10) = 0.14' \ \ \ \ �.. \ - - - _ _ 1 /`�i' 18- / GRASS LINED DITCH - EfAI 546- n = 0.035; S = 9.5% >• ^i' \ \ \ \ \ \ :.` ` •`.: ; ,} -'� ,� -� - 645 04 DRAINAGE AREA TO DITCH C = 0.13 AC \ \ - - - \ - _ _543 C=0.35 \ \ 0\-\ \ --_ _- - /-533- TC= 6 MIN \ \ ` - - _ _ - - _ CRlT1CfIL _542 1(2)= 5.0 INIHR Q(2) = 0.35(5.0)(0.13) = 0.23 CFS - - `\ \ o - _ _ - _ SLOPES (TYP? 10 = 6.6 IN/HR Q 10 = 0.35 6.6 0.13 = 0.30 CFS \ ` p ' ' - - - - - - �'::: .::-541 - - / / / , .• .'.;:;..!;:': .;.,y.!.F' - - \ \ \ / , V(2) = 1.99 FT/S (ALLOWABLE VELOCITY = 5 FT/S) CONGS.?'oTED INAGE- GRASS LINED DITCH - ID ISSUE NAME DRAINAGE AREA TO DITCH D= 0.02AC \\ \ \ / :":`::' ;.IR1JCl �::::1, ,, ."..;F.'::: ::::.:. .:.:.:i :;:.' \ 1 - 15"RC�OUTFALL- i / \ \ MHD \ \ , . �;�; �';;;1.,::*::, /':; �; I I _ WVV y523.0`b ? / I TC O6 MIN SD INLET W/GRATE `\ c TOP=534.16' \ \\ \\ \ �A1{l�lF2(Jh� \ \\,\ \ -36- - • ' ' .. / .✓ r / - \ \ \ :' 7 \ I I - - - \ - - / - I(2)= 5.0 IN/HR Q(2) = 0.35(5.0)(0.02) = 0.04 CFS TOP=533.88 \ \ G INV 1N=525.36'24"RCP(SW) <:::::::�:.3S / !;:;/:;:7;:;:,.;:;.; / l::I :):;!;:`:;:;: ` \ - \ I:; 1 �.:;., .ti:'.:\':':�;� .;.; 534.:' / i.;.,. :':; :;:':!'' O"CONCRETE1,,7ISER 110=6.61N/HR Q 10 =0.35(6.6)(0.02)=0.05CFS INVIN=526.526"PVC(S) \ INV IN=525.7415"RCP(SE) , \ �,.;., ..�\ ,\ ., ., - , ;.�, y.; ;. �, ,. /. / ( ) ( ) 53p::�:::'. W/TRASY,IRACK,L,t.' INVIN=5258424"RCPNW --� INV OUT=525.30'24"RCP(NE) �.. 24" ZT:1L':;:;'::i� T'-53:' ✓:;: ;i i::'r ,'hT".�' ,..F.. / (NW) I _ _ 1 \ / \ Q \ z _ /:; ..< TOP RACK-529:60` ?. -J I V 2 = 0.91 FT/S ALLOWABLE VELOCITY = 5 FT/S) INV OUT=525.6024"RCP(NE) j--_ I t \ \ { lNV=5251 \- \ 53/ ' / . v ' 1 .!.. ' _ O ( ) - - RCP \ 1. /\ ! / ' ✓ ' ' TOP COiVG RISER=527.5E r. % '% �' - Lk�i / ' \ 0' WPSJBUFFER i... 52 P / - - / IN OUT=52506 18"•RCP(NE) �.,�./,. , BO TOMSTRUCTURE�523. ,�\- / GRASS LINED DITCH-941 \ \ sz \ .```.•.•.•..' , / f: r::'�:,'/i; j: '' / / - - 52a n = 0.035; S = 2.1% > i. v �, / \I\ 1 1 \ \ \ - _ - /::l::';:;';: /:;.!/; ;;;'./ , 1 ✓..' wz D ' .... r {:;: �. :; r ::{::'I: f / :' ROCK -s2v- -' / DRAINAGE AREA TO DITCH E = 0.16 AC 1 :;:'::::: \ / / ::t: ;' • •.•:j : . ": C= 0.38 m o / \\ , I+1 : '1 \ %: r:::•''' r '''i'; .r.' :'::j!r:e : / 74RA9611Ji� / TC=6MIN EX SWM FACILITY D \\I \ \ 1(2)= 5 0 1NIHR 0(2) = 0 38(5 0110 161 = 0 30 CFS / , r a.- I \ , (MFR. WETLAND) DATE /U� I \ BLIC DRAINAGE EASEMENTS_ f , , _ _ GRADING & 1(10) = 6.6 IN/HR Q(10) = 0.38(6.6)(0.16) = 0.40 CFS / \ I \ \ \ / .:.: �.: / t:,:;'r.,i;:/::/:r.::<:;: _ _ �F - �p V(2) _- 1.81 FT/S (ALLOWABLE VELOCITY = 5 FT/S) ,' \� \< I X: / - -518 _ _ - � D(1o)-o.zs' // ���::P..'r.,. ,.. _- DRAINAGE PLAN GRASS LINED DITCH / r /8\ \ ps?i 1.': :..:'::':::':': / y <:r::: ::. ' X,:✓.;/: :.r. / -51s- SCALE I"-20' in - 0.035; S - 3.4/0 0 20' 40' - C5mO 1 G SDCURB INLET s3>- - _ - _ _ _ y:':/'.'/.'.,. /'/ \ DITCH CALCULATIONS - - _ \ TOP=S\32.30 � f/" .✓!:: �.r:;:;i.; .' /:.'..; ✓;. �.;.r:�';;'':;' .' + \ _51q INV IN=528.658"PVC SW No Scale / ( ):::;;; r.;.:,:;;r:;.;�:;.;':.✓,:,..'..�;..rYi. !'. ✓;:Y:::�:;Y:;. / \ - ' -WV 9(1/F=527.83 15"RCP (NW) / � �• ,<,. � : / I \ \ 00� 5P O / I U 1� , ► W 1 R U) / (2) Lu 5P�/ SO CURB INLET TOP=560.76' lNV 1N=559.07' " TC (N( lNV 1N=558. ' 6" TC �NW) Z J I \ - - SD lNL /GRATE / 70P-55�\O�S'� 9� I^ INV 1N=557 6' 12"�CP (NW) 2 7Ni� 9L�T=555.3� 92' CP (SE) INV OUT 56.71 jl5" RCP (SE) Q t \ FFE=563.24' / - / / / / / l� \ l s�9FIBEo VAULT cN(\ 3'(W)DOUBLE I Oo`/' _ FMA�bs� �s y METAL DOOR / SD INLET W/GRATE TOP=560.4 / 1 % G �- OWV IN=555.09 6" PVC^W) ? I / /1 V IN-552-�.48-6" PVC (NW) _ _ - - 7 SP I / r \ / / / INV OUT=552.14 15" RCP (SE) ® 1 It > I /Gi EX. FORCE A FM -FM APB MB$ LANE// I PROX \ - _ FM It 24A i / L W 204 T \_ / \ MHS -L+II- _ -FM_ - - FM-i _\� FM'� / / TOA562.6T G&C, I I 1 \ ` \ I I SD CURB INLE / / / / uGT CRITICAL SLOPES (TYP.) SCALE 1"=20' 0 20' 40' ly 8" PVC /4 I I ^------- ---- - - - --__w // \ \ \ ALERT / / / / 1 / If T-= 561 _ _ _ _ -- --- I I \\ \\ MATCH EXISTING GRADES. J J J \ U\ , . \ - = 562 - _ - - Q - C III SS9 \ \\\ \ \ \ \ ORDINATE WITH SIDEWALK PROJECT AS NEEDED. \ _ 1------ -✓ ° ,'/ 217 JJ L \ .J � \-, \ 1 207 \ \\ 8 56, - / \, ---\\ \ r zzo r l _ \ 560 <_J 'a-_ J ->/ .// r/ 15 1 --\ 560 559 111 > \WEIR PLATE , t - - - - - 36" ACCESS RISER WITH i / \\ 1 \ 5578 VDOT MH-1 TOP (TYP.) /\ \ 1 J 5556 ' ' 180 LF OF 96" CMP MAIN LEVEL FFE: 561.0�0' / / / \ \ / / \j 559- 1 554.. UNDERGROUND DETENTION (SWM2) j H /\\ 5� _ _ \_- - - k </ If ---\\--STQRMWATE_RFWLITY------ \/ ✓ \\/r// ///- `._557*_�`\\ \ \ --_ SpA --- -- -- -1D- -- EASEMENT -\- - - 3'-- 8_ -_- - - OOED�AII�tFTYE,) - If 557----' .Lis.? AN / I 6 128 / / LOWER LEVEL EFE: 53%O6' - - - \ - _ - - r - / \\ // ! I . / / / (\ 1 1 1 1 I �-:O 11 � --_-- � � _ -�`` -\`\ -�-- � \ \\ / ----✓ .�� J.. {.• IIti 558��B�i. yd'�' / I = \ .(MAIN LEVEL-FF561 1;1 / ,� - -sss / -//e \ \\ r J i \ \\ 09 / _ _ + •c.r-_5__-� a...• \27 _ \ I\ ' ► I •iJ .'1 - `\\\ \\ j /' J,//J.�/. \\�''J \\ \� \ f1 r $59 - - - Y \ DITCH D / /J'. -1543 \ \ �' - ' \ _ - \ SEE SHE& C5.0 60 _ 561 I 1 / z _ / J \ \ \ / ( ROOF �� 1 I I 53s- - \ \ \_ - - - - - - � � - \ \ RO RAIN{-TYP/)� J / / / � I 12 562 / / •%'' ':r' } ./. J _... \ / /-533� -J S // �•f.' /�.:. �` _ _, __� \ / ,-53p / TEDR INAG�- /' /' / /�S / // // // � , / / / / I I I I �i9S k \ t. I ��..I'' I FLUME \ /' \ \ \ s \ I �' ✓ / / / / 1 CH ITCH EDIT� /�EESHEETC5. SEE SHEET C5r0' / / r --- 15"RC�OUTFALL` I ' / / ' / / / \ 1 I I I 1 \-/ / � \\ 1 I I I ► I I I I I I \\ \ I 1\ \\ u� S6' SS, \ \ �` >„" i' � 4\' .r - / '' :. i � I � / / `rain // / / O'er 7NV=,523.0� / ✓/ r�:' / �\:\;�.'''''��:;:, I - \ I / / � / _1' , I I I I 1 I I \ \ `n \ � \ O Si ��"� 4J� o l / \ / 102 mRAIN{I GE O"eONCRETE&iSER 1;.'.:` ` \ I I'''':' _ / W/TRA ...(,::.... I. / \ s2i 6HAN EL S1dj7ACK -:f.'. ' I I I: I':.:1 \ \ I _ / / I 7IHREAD TOP RACK=529`616 / /: T' J I y �i _1; : \ \ -526 - _ / - \ \ I I I I I 1 J' I I \ w o \ \ \ \ \ ,. \j`I / g o. ,\ 1 _ _ �1 SPMsLT T C /Y I I ' 'ham - _/ / - 1 I o \ \ TOPCOA/Q R/SER=52756 /: /:;!.:.: / l �fl:. \ / - \ \ / -1 O'WP,0BUFFER_ _ / \ \ I I 1 1 I r \ \ \ /... ;�:':/: % / / _ Q OUT=525.01 18",RCP(NE) /: !,f'' / 7�, �: r I \ .l525 1 1 \ 0 P 1 I / /. // OM STRUCTURE'523. :':(.;.(.;.,.;. 1 / / 1 1 1 I I I 1 I \ \ \ \ \ \ \ / 'j' i✓ 'y' �i /'i 't!i ` � . / \ �'�:�: �/ / -_ \ 1 I \ \ 1 1 I 1 � \ \ \ \\'/•,, '/.J�/✓iy. r/:�!i':%.'ice'./:� // $ a �/ \\ / -523- -I- / 1 1 \ \ \ \ \� \ \ \ /✓�' .;:�..'/✓ ./' / !' 1. ' / I / Y:;:�;:�.;... �'''' � _ _ _ / 1 1 I II \ \ \ � a \ ^ \ / :... y.r//rFj;r�;:,r;.:;:!j:'.'� �,•i: �: ROCK 7tRIlAQLII� \ _ _ _ _ 1 1 1 \ w \ \ \ \ - CRITICAL BLIC DRAINAGE EASEMENTS - I I \ 1 1 1 \ - - SLOPES tY /JG _ - _ - \ \ \ I 1 1 \ \ \ \ \ \ / l/ ✓':':'''. �. 7 � // 1 - - - 1., a 518 ✓::l:::r:Jaerg:isl:::..r;iai'.:/:;:':;:'.'.'.'. 517 I - - � . - TRA I 0.5'AVG I NRIPRA� \ \ \ \\ \ \ \ . \ \ / r l kl! FIJI 1 r l//1/ /61 --------516-- i CLASS Al \ / ,:y:;:.r:':!;T. t /t :✓;ajFtf:a:: / � _ - \ \ \ i.l.:; ! 7 WIDTH 1 = 7.5' < : /:G.;i'. !'. i �/ 1.I�F%r:7:r< l.ff/' f: ; r! x -W+DT 2 = 11' %\ / .!:.'' ✓. :r: r �- - \ ` L H=8' �515� 1 ` \ 'li:;✓:;:;!.✓':l;i::/;:/.:'�::!:%t::'/ - _ I / EPTrl=1' / :: J:%.:.;..../,..;., i.' /, .,.,.. ✓ / V=510:08 \ \ ..r ..r. ., . .�i. .\ / \ \ 'OUTILET PROTECTION IS VERD SIGNfD Td\ \ \ .: 1'.�./1 , /..,.,.... .. l / \ \ J/ �:; \ \ \ \ \ \ \ \ \ \ \ \\ \ F �1lll'l��titll jtitjtFat� l/:)�;� \ ACC(>UNT FOR 10 VAR DEIIGNORM.\ / -514-I _ / \ \ \ - _ l:f'y; ! 1 '>< t ! f � / l ��'�r. ' ../...✓';:,ir!:%�'::'�:�:!:�:�;::;''✓.;.;..'.. � \ \ \ \ \ \ \ \ \ \ :lis�:�:(�:.y'.;l1;1�1;17i1:fj:j:;f�:j''Y;:�/i�' y.,. /:'.;i.,., ,%.' ,r, ;•.,/;.;�, . y; ,. �.,.,./1:,. \ I \ \ \ \ \ \ \ \ \ \ \ 1 lli•t•t�1;:�:j:IY.' l'l:;li'I f:.; 11� 1. 7:;/. %: / f/ :1..1://JJj'Fllfilt/j; ..t'�.�'.��/;'JAR" ✓ �>1� /� � 1 _ � �: �:. .. `'ram \ \ \ \ \ \ \ \ \ /' (�: •:;. .�t1 � // 30"RCf\ _ _ _ \ \ \ \ \ \ Ill /j 1.1. 1J•111f+ t7JV: 11 IIt:I'!. / ' ..;.:;i;.:.!;./:;✓.;..;.';. i; ✓:;..;.. -- 512 _ \ \''...,. -• \ \ \ \ \ \ \ \ {.I. It kl 1 1 `1l.l..I I: �' \\ / / / ..,✓.'./.,;,:...,. /./,/.;,.,... .. -� I / �� - \ \':::;;;;:::: \ \ \ \ \ \ \ \ \ II.: 1{:;:.:1):J:;}:•:(.lt::1;I:t{I:j;{:J:F1;!'11j,4; \ / // CHA/NL/NK /NV-_509.55 -� \ \ \ \ \ \ \ \ \ \ I1:I:':1{:!1; !:j::k.i+11'{I'll FENCE / \ \ \ \ I ,.I'► ' t •.;� .+.. .... ,. ,k.l..,�,. k .{. { \ 1 � / JAI � CONCRETE F.....':'.'.'.,!,:,`'/:✓;::;// I It / 'I \ \ :;:?:.. \ \ \ \ ,:f:t'.:.:I;'4k 1 +I�llill I 1 PFO WETLAND // . - . �,;; . I I � ` � \ \PFO WCITLANIJ \ ► I :t1' I:' I'+:�: ��{�.;::i:..::;:, . j:(:I;.;.;.1 i .,.. \ \ 1 \ \ I ,,1:'''' G/ / PAD �� _ � ; _ � �.�:.�. �:;.;,� \ \ tj�j� �I'f'I' I•t:'�� k' ` 11'j'. �::1'k :1: �.� \ / F / r/ ��'�' � � �-T-- ) 1 \ \� ►�;!;I:F.,I�JSIIa�IJ?:�,�tr!;,riJ:ja'!� i �s .:✓.'... / J / / // I - - - - - --sos-- .. .! t.a..l.1,tatJ{t 4.;.1;1:1:1i; :1.1 1:�:!L:I;:�t.:`' :6:I:j:�:,I:I:t:I�j:':I:4;I;i:�:I:F:I:i;:j:1.1.(:;il+....' �;k;(;:,.:l�.l:j.:�:J'(�f+:l:l:j:l:1:':�'k1 _ -507^ ✓i;.;.�., -506- // =/ �.. / / ��: 1:�.:�'. .. I / r / � , / / �::1::!:!:�::I:I�:{::f;� .,{;,;t?:t'I::��:Irk'I:l,i�.�.\:'`;:'`'1::;:�:;::' j � � L / / / / ::;:r•., / \ / / / ..� !Nf.;j.;: � ; �••✓i;i[i/ / � \ .. , :: I � � \ � NOTES: /., / 50 / - - - - - / / / r r / / / ' I:I::::. 1 1. 1 .'I..j;t \.. \..t 't \ / �.i;.,;.,., , , / - -_ - - %: �.,:.:;.;.; y ".' '/'' :':%:;-:;::.::. r r J , / / / I:.� :f.k:' :k:E::4: \ \'' �.�:��.� : \'.4,�\ :�::' �' \ � 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. \�kNi: \ 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH SURVEY RIBBONI PRIOR TO DISTURBANCE OF CRITICAL SLOPES. X 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE ,.•.:•:•... j\ \ �, .�,... ;> :�::;. .. ! y _ - - / r � � ' _ / � � ' � � _ _ _ y:;:; l; ; J \ \ � .\ \\. k \ \ :;'\ I \ OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBONI THAT DELINEATE r .. .. ../ ,.. /... ../ r ../. ,... .. ,..•...,,... ,.... ,... .. ... ,....�.�.�'.'�:::�:�::�:�:';;:;":.':�.::�;!::��:�:�:^:�=:�::::�;�:;:•r:'::::':':':�'. � ''''?'\'�1"'1::'::. 1 )` CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE 5. PRE I /. ✓.. w / DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. HMR YFU © 2020 BUSHMAN DREYFUS ARCHITECTS PC ARCHITECT BUSHMAN DREYFUS ARCHITECTS PC LANDSCAPE ARCHITECT O'SHEA+ WILSON SITEWORKS CIVIL ENGINEER TIMMONS GROUP STRUCTURAL ENGINEER DMWPV MEP ENGINEER 2RW LIGHTING DESIGN RANDY BURKETT LIGHTING DESIGN INTERIOR DESIGN GLICKMAN DESIGN STUDIO ACOUSTICIAN ACOUSTICAL CONSULTING SERVICES OWNERS REPRESENTATION MILESTONE PARTNERS Ilopez@mileslonepartners.co 434.245.5803 CN OC D O O ® 0 oil �Lu • W z2 W OU � a Z N 0 xl T oo ~a , r� > CRAIG W. J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE GRADING & DRAINAGE PLAN 2 C.5ml 5\ \ \ NOTES: B 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH /1QUSF SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. IRDHO E F �N T/ j 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH ASE I AFL �'C! \ \ \ \ \ \ 1 I \ \ \ l I sy -516 SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE BUSHO OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. HEMS 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. 1zl 1 ' Q r / 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE I \ \ \ UGP \ \ \ \ \ \ \ \ \ \ \ \ \ I I I 1 /TIC.�L / I 1 I / r G DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 1 I I I I 1 \ 1 \ \ \ _ _ / / ©2020 BUSHMAN DREYFUS ARCHITECTS PC / CHAINLINK � \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I I 1 L PES (TYPJ) \ \ t - _ i / ENTR EP \ ONC e E \ FENCE 3' (W) METAL DOOR 5P PAAED \ \ / (I'Dl / / \ 4 (H) + / TRANSITION \ I I / I / I G \\ \I \ I c�G FkAME SHED CHILLER ON 7 � \ \ \ \ \ \ \ \ \ \ \ \ w - _ I � \G J 1 4.25'X3.15'PAD BARCHITECT USHMAN DREYFUS ARCHITECTS PC ITC � Fq '- I 3' W METAL DOORS 2 � O O \ I �IUG'f I _ \ \ \ I vv P O'SHDEA+AWI SON STTEWORKS 1 \/ 1 r \ \ / / // / u/ \ 11 1 1 i G\ \ / �\ CO�C. TIMMONS GROUP �InQ/ / c'S'O �F� CIVIL ENGINEER ` / \ TC \ \ c� \ 9G��o� JT \ / \ I \ 558.00' \ �'��/�,� / DMWPV ORAL ENGINEER /BE ` vC �1 \ / - TOP=562.78 F qq�� 1'.•I� TC \\ / MEP ENGINEER ` "\ \ 557.8 \ BOT=$$$.18' S1 '� \ GREASE qD fNLEj'jN/,GR/i \ / \ \ �� \ \ I \ 5 13' ,'lL T STRIP \ \ \ TRAP (2) P d '' ` % - - \ ROCK i a \ \ I 5 LIGHTING DESIGN OP 5 2 / �� I \\ TOP=562.85' INTERIOR DESIGN Af�MOUR I ` 558.37'\ \ \ \G BOT 55553' RANDY BURESIG LIGHTING DESIGN GLICKMAN DESIGN STUDIO LID / I ' ' / / ,'/, 'i/' Q/\\ \ \ _ \ \ \ \ ` I I I \\ \\ 55759' 557.74 \ \ \ \ METAL)D R ACOUSTICIAN// ACOUSTICAL CONSULTING SERVICES / / / / / / \ \ WA R 7::' / • ' / r / \ \ \ / 557 V ULT \ TC \ \ \ \ \ 6=8"(W)WALL 5 sss.9�\ \\ \ TC \ \ SD CURB INLET 559.13' l \ TOP 56075, 90 40 \I I \ \ c / C \ \\ G ss3, CONC. REPRESENTATION MILESTONE - tl� _ rur) I 555fi78� 5 1 \ \ \ IINV NV1N=558. '6"TCCNW)liopez@milestonep rtners.co 1 1 / � / / / 1 � \ OWNERS _ n S TC \� INVOUT 56.71? $CRCP (SE) 434245.5803PARTNERS 58.74 24.2'\ \ A \\�\ � FO � / \ /I I I / / ' ' / I \ 554.31' \ � \ 1 c \ U G O \ \ /0 III 1 / / // \ TC ` FFE=563.24' 558.32' F / t FIBER / OC / / / \ 1 ` \ \ \ - VAULT o ro \ 3' (IN) DOUBLE BASKETBALL \ \ o / \� I \ I \ METAL DOOR � I554.44' \ 1 \ 1 I \ Ix kI I I .' / Sq ! / 554.35' \ \ ,I / C&G / CONC.SW /' \ r \ 1 _ IX / '' '`'''''' \ //��/ 1 / \ 1 G I - � \ S \ B / / � EX. FORCE \ � PLA YIGRO I: F: E; 1:; . _ �T \ I _ _ 1 MAIN S67 \\----- s \ ��1 It / (APPROX) W \S60 \ \ - I / G Q IIX' I uj uj -- \ MHS / -�G/ G � �-�� -FMB I FM__ _ \ • 554.78' \ TOP-562.67' C& II U VO-554.82'8"PVC � \ It TLT S / / W III \ \ \ MH I \ Qr , / = :.: �y \ I I I m TC 561.10 67 ` 15' W 1 I \ \ ir11:':?�:: : ''j7:: , / ' I I 1 7.86' \ I \ TOP=547.64 558.45' / 560.16' \ \ \ ALERT / / A INV TSINQCCESSABLE 1 \ �:: : " /� -1 \ 1 I I \ \ \ - I L CHAMBER=544.52 \ I .... \ '''\i .;: O O I \ TS /�� -rc 558.91 _ _ 2%O6- TC UGT �\ // � /Z / I t \ I \ 557.82' S58.45' S - 7 561 U 560,117 GT \' \ r \ \ 1 404 \ a::l;:;.; I / I I I I ss� J . h 'n - d , hr \ / \ \ X \ a �n .n v \ \ J 558.19' \ \ TC \ - 'j. \ - / _ - 56 O \ TC / / - r � � I / / \ 560.06 f \ .X \ RIM 552.42� 1 / I/ ` \ $ \ \ \ \ e9 \ \ J ! I \ 54 554.35' I \ \ - 558: 4.I 1 1 /' 1 \ \ \ \ BS _-554.32' SSS ,. `? L _ 561 \ I / :\:. C. t u•,a. \ \ \ 554.93'- S,_ - _ \ 559.88' - - - v T n 560 Q 7 / \\\ \ 1 \\�___ ----- ,-------- lJ SS8 _ 559 560`.85 C \ 558 5sQ.47 5so.71 C ' \ \ 1 1 \ \ , ` \ \ - '->CRAIGW J.KOTARSKI� .4:�'i 556 _ rs 5603s' Lic No 0402048507 02-05-21 \ T SD CURB INLET TO P=53555 \ \ : \ 1 554 - _ ^ss8 BS 555.78 _ '810 cy. INV 1N=531.57 15"RCP AIW) 6ei `\\ \ r . \ \ _ - _ ` - 553 _ / TS 555.63' INV 1N=531.63 15" RCP N Q / \ p` \ ' .:. �: a..\ \ a .. \ \ \ \ \ _ _ - / - _ \.\ lNVlN=52753 15"RCP S 4/ \ \ \''''\' ' \ /NVOUT=5271724"RCP(SE) TS 550.87IN 560.99' 'BW 5.5428MHD' SD INLET W/GRATE I i' ' \ ` \ \ \ \ \ \ I ' _ \ ✓ _ ' - - - - - _ TS 545.11' TOP=532.06 X I \ \ t \ \ 1 ?�: r ' 548.74' R TOP=532.99 - INV OUT=529.09 15" RCP (N) \ \ �. k \ \ \ I \ / _ _ - - - _ yp b - _ - - - - LP - - 548 LP N. C•• I C /545.85'- _ / -2 - - 5385 ' '..538.90' • B \ \\ \ \ \ \\ \ ` \ \ . �\ . ,.,. "'�'','.\... \ 5$2 \ / / ,, , 1 1 �Oty ., +; \ .; J. -544. BW 537.8T� ♦ \S\ \ :',`; _`"\,`\.�.4.. \\\\ \ 552.42' �/=s ,' 8W3870_ < i54µ TS 539.35' - G\ 1\ \ \ \ ` "' ? \ 553- \ / '\ / - - i.. / I - / BS 537.81' AN �� .. / ..' BIN 537 83' � 53727' 128 PROJECT NO 46423 537.27' J \ S LP / CHECKED BY C. KOTARSKI N \ - - _ - _ - � 5 � / / 1 / I � / 5A ,. �- ♦ � � _ .r: �' \ DATE 02I05/2021 536.65 DATE �� GRADING SPOT o:..:y:':: /:', / _ SHOTS PLAN 1 TRA -- SCALE 1"=20' 0 20' 40' ® / \ �::;:, �:: - /' ire `:�.:;�:X;:;'.:x;:f;i':/:: / 1 -3D" �P S1S�I _ V \ \ C5 /^J / I 1 G SD CURB INLET - C$` TOP-532.30 � .J�:::i'y. �;%.: J;. �. y; A: �.�/l. f�'�.f::�/r/� I / \\ \__514-_�_ -/ \ ���������'• \ INV IN=,�28.658"PVC (SW) 7NV9LLiF=527.83 15"RCP (NW) �:;:;.:.. / ,;F. �..y;:,�;..�..;.., ,. a / y y \ \ - - I \ •' \ P� L OR / (2) yP SD CURB INLET TOP=560.76' INV IN=559.07' " TC (N� INV 1N-558. ' 6" TC (NW) INV IN=557 6' 12")FCP (NW) INV OUT 56.71 45" RCP (SE) P� FFE=563.24' FIBER f � \ 3' (W) DOUBLE VAULT ��cs� METAL DOOR 7 Lu LL] 2 U) W A U) Z J 2 cU G O / SD INLET W/GRAT / F TOP=S .1 -xv - C (N 1 1 1 I I \ \ It IN, \ SD INL, 'T / GRATE II 70P 55�0/S'\\ 9� III 7NV GILT=Sss. 3 ' 12' CP (SE) II FM Ap� / A \ \\ 1 1 ks I A4ey, 1� SCALE 1 "=20' 0 20' 40' 5�?Z4.49-6" PV•C W) NV OU - P (SE) ® ® 5$2T149$' \ ) 4 / CONC. SW \ \ / \ / / / / / TC / \ IA 1 1 _ - - - qNE / C / /ll / / - \ / \ EX. FORCE \\\\ _ FM M13S L / / �\ \ \ CRITICAL (APPROX) / - - _ - LA✓� 8�5 // / / / 11 _W _ 559.00' \ / \ \ SLOPES (TYP.) _ - - / \ G� \ 111 / FM / ^ \ TC 558.90' \ _ \ _ I i 24.$' .7z' 6 \\ J� 24.4 82.14' 45: FM TOP-562.67' SD CUINLUGT 54.93'8"PVC TOP= ' \ \ \ \ T - - 559�6' S 9. 558.7 -554.82' 8" PVC � �Y / I I I I / lIGV l = 5 .7 (ly / / J ,. � \ / Tc 15 560.31' '561.10 \ / W I I / / / / / / / / yl / / / . -',. (. / , \ \ ALE PT 2p/ // / /1111 // / / // / /-/ / i / \ -a-' - J. ...5 p,TC ',js ..� 560.10' `�eeo TC 9.76' O 560.87' \ \ \ _ _ T 561 _ - .J • - � 56039' sso.00J '.Sg \� \MATCH EXISTING GRADES. 560 2560'2 202 1' 1 'dQORDINATE WITH SIDEWALK _ 560.60' 559.79' - - - _ / / 560. 1' PROJECT AS NEEDED. 559- y- _ - _ � � d � � TO \ e TC _ - - ./ ! / / / / - I - - / - r56 97 J 560 O6'\ \ 1 \ J 560.06' 1 4 J a•\ 559.88' _ 559-560.85 't1 , _ - - - / \ \ 1 \ .17' ` \ 558 56p ar 5so.71 L.p 1 �sos \\ / / ' c 59 /560.10' D rn ^' \ \ A \j \ / \ \ / \ ' TS 56039' - 'J.-- s'. 0.59G ` //^ ° Ida; TC 5556 '- --\ \FFE:561.06' /' X `� ✓/ sss_ 56 3J / 559.1T \ • \ \ /, 1 0' \ 553 . 560.8s' e 552 - \ \ c T -• / - _ td I , - _ _ _ 560.39' 559.32' / 60.29 53 _ 58073', / 5s GT\ .Y J 0 5 �_- .S TS 550.8T- - �- aJ',' .'� TC \ I 649 '-.. - - - - ` ` TW 560.99' _ 560.79' S64�53' 560.3s' _ - - ♦ 1 \ ^ / TC / \ - ✓. 5Q6 / _ _ - _ _ _ \ 216 \ \ 8 - - 560I89 \ / \-55 / 5 -- -- -- LP TS 545.11. Via.' -----\ I---//------- - _ LP \/ 560.79' \ - - �� --- -- -- - `H------ \ 560.50' _ _ �� - _ - - - z ;.� ��' � \ � - _ -: . •.' ` � _ _ � � - _ � _ _ _ / \ 557- - - - ' �/ _ 3917` ..f . •1.;,-; \ \ \ _ _ _ _ 1 / ' \ / r \ > \\ \ h \ .eJ.----544. BW TS 539.35' ' - _ - \ - _ ` \ _ \\ + 7: / \ \ TCBW s) / / BS 537.81' 5 ` _ - _ _ - _ _ \ _ _ _ / \ / : (• I / / ,n \ ` I 5.07' / AN TIN 53928 BIN / 1 rjA 53783J 128 /s: : I T R LEVEL EFE: 537.00' 55\ I\537.2T 558�/ / �J' Ans. / AN 537.27' / _ \ \ \ / ?y / \ _ \ . - _ _ \ \ \ \ \ VAIN LEV.EL-FF 561 0' / / sso so \ \ \� 559.44' 1 I r / B` ' \ IN \ / / / ' / /5p`�\ �- - - .S''J',. 536.65' \\1 ; I I \ _ ` \• �. \ \ \ \ / �/ _ '556 544- / 559 / sss I --544---- \ 1-__- _ //// / / /-' / !/�-` -/ _ /-' /- - ,✓p,;. _ __�-53_8.5I _6�- 1 / /r C�$1 _ �1 - / �// / -- - `5___ \ �� � �-' �: �'� _� ,`��+ � 14. ,\ • \ I \\ \ \ \ \ �- - / /' '�... I 5 0 fVY 560.4$: /ssl• \O \ \\\ \ \ \\ \3g SW048,05 560.45' _-536_ 561 560.46'- \ // / >': y„ ,.Y / `S3.J_ \ \ 04--_ / / r _ •" 53655 5 5� I sue' / 156 N. or N . _ \ \ CONGS�'o`E DR�INAG:` FLUMEl r 61 Y 15"RC-POUTFALL` \ \ I , / / / \ / HIP 3 - - - y. '�� - I `�' `rS S3s � \ / \ �/ HP '/ 1 I / s6, / / a / \ 1 I I I I 1 I \ \ \ \ ` \ SS) S /� 054J / 3 1g 1 1 / m\ / lNi/=�523.0� �sz8 \ / � / I I 1 h 20 1 l / / .'l.� � l.yy..' /. .f �. mRAIN GE I I I I 1 I I I I I \ \ \ `N \ 1 l \ \ / Ss0' �\�•/ / \ \ / / CONCRETE 64SER l(kl rTHANNEL ----- AHRED I I I 1 1 \ \ \ \ \ / / Oi / I / I / \ .. I .. \ _ / / / 1 I 1 \ \ \ \ / / W/TRAShLRACK/ �:1`i•�`�:-: I I I..:I: f'. � \ / / 1 I I I I I \ `� \ \ \ \TOP RACK=529616 7'' r::7 -526 - / / �� \ \ 1 I I \ w o \ \ \ ✓✓ q/ 23PMssLT .\ \ I I I I 1 I I 1 � \ \ \ \ / LIP TOP COWQ RISER=52756 / Y:;!.; :`C �GY� j. \ r ' \ _ - / O' WPj -BUFFER-/ ` _ ^ ' ' \ \ I I 1 I I 1 I \ \ \ \ /i ' Q V OUT=525.06 t8"RCP (NE ,! 525 I 5so. U TTOM STRUCTURE'S23. / / / :;Y 44' ;.)..,., I 1 1 1 \ \ \ \ I I I I I I -"" 1-\ \ \ \ \ /':4<�✓/;. // // i /. / t / o- / / I`\\ \523- , - / � \ 1 \ \ \ \ \\ \ \ _ \ r .z':ri✓�� rr .� f::. /,�/.;.y�.;.' ....' - < / 56 � - 1 - � - ` I I l� 1 1 \ \ \ \ � w \ \ I /?p .x�':i'.//...•' ✓/. {'.i':'.;/ .y.!::'' f o- / O / ../,.'.�. ../. _522� 1 1 1 \ � � \ \ � _ BUFFER\ � // ✓:�:•!y:!'/i!F�',!: �.'`r:•!�.�!:{ � I � ^' / �J / / � /� / / ROCK �S?X--I' \ w //' /✓//:.:.��' F:/. I / 520 � \ \ \ \ 1 II 1 1 1 \ \ � w \ \ \ \ _- / / .f'...,;f/�;,i.'.;.../.., '�,.%✓,.,,, / CRITIC{`tL \ l / ri/�''.'!r/.�i. ,.',. ,,'.'.'. / / - y I // /- _ _ -519- SLOPES- Y I - - /JG / / �i� /�R - - / ` /;;:: �:X:%: %�'�:�:'r/ - - _ \ r /� \ \ \ \ cr N_' l \ \ \ \ \ - - - � \ l l ..'.I:.l./ /1; Y: 1:1� 1�/y: /•. �. �'�:.� �.'. �: �:': �: �: / / / / / 518 r / G - - - - - - - -516- - /j: :� :/:�:.'.'i!,j.: �,I{f;:': /1,F✓f - - -. \ \ \ \ \ � c? \ \ � \ \ \ \ \ \ \ � \ /' 7f':/: a,'!�;'; ff./Gi;:;//' /'. ��: :;:.,:,: - J � / / / /OO ® l / / 1=510:08 '.':vr:::':':.i:... ✓.,. ,�.'. ✓;.!::x::':�:r.; i::/:: / \-_514-I / \'' \ 1 rn \ \ \ \ .I.;.;jf j 1. t1 tl.I.F.::':::lj;�, •;�;/�; 1;.:. / /� / `�:.... / / \ - _ - . \ \ i:�y; l j '>< :I Fit i(1 i:; ✓:.;/. r.;.... r 1jI i.:/.'l :i:jl:li;l:Iii' ! iy Yj;rj.' , / ✓. / /.:,. % / \ I t \ \ \ \ \ \ \ `\ \ \ Fj ..I.1)'IIF1.Flit ' •-.��`F�i✓ •� '�,F/.' 'r✓';` '' /-1 /" y // /.' ,../ �..'+/. .✓/r.' . Fx./. i.:i✓.✓,.�/':'/:.•.';�. ./;�../.,i/; .'' I _pal iI -/ / 30"RCHl tI;t(ta4 -512CHAIN LINK FENCE .1,IF -/ / / CONCRET E INV=509.55 it PFOWETLAND PFOWETLANb\ PAD _-510 -509 - .v.'..y.' �..,.,. ,LL1.1;LI{ / � I:l:y. ;i;.; ,; ;..l;l:':l:4::�1:{:' �. t '1: /.' :;:y..>!•1.'::: I \\/ ♦/ / / / // r // // a;�.t;i�l'��iyi;:::\ --50M^'/ //-/' ''�'�/v/ ''i'�: I / ._/ -/ / / / / / YMU © 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@mileslonepartners.co 434.245.5803 CN O ® 0 • • ♦' W • Z W OU � a Z N O xoo 9`i T r� CRAIG W. J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C. KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE IGRADING SPOT SHOTS PLAN 2 C5m3 HMR Yfu d ('J C) L L m coaO. - U = M O¢ Cj O U i n L M 00 .. N n MO M uY LL7 O C (D C M .,.. 0 O �N� �ONM CO (nMOOi N O N NC'!0 M Np^°p It OWN Ha V N u'1 HMCDN N M if1 M1 406 V if1 0]CDM6 � Lo W �u°Z_ >��Z 0 j��z z_? 0 ��MZ 0 �� +�Z o ¢a N¢a ¢a> > ¢a 6o >> g Fp> ol-OZ zI-Oz Z z Z ��OZ z U)OZ 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 540 000 TMIN 535 10 "�O °(° 535 / 113 530 / 93 95 OP 530 11 @g5 3' MIN. 525 525 EXISTING GRACE 520 520 515 515 / 101 %FPE WON 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 / TOP = 557.00 / 555 555 96" CMP (SWM2) / 550 550 / INV = 549.00 11 O / 23� \4p 0°(° 0� 545 545 EXISTING GRADE 1 Z Oq' / 1 ? �p 540 ) 540 � 3' MIN STEP DOWN STRUCTURE WITH z" STE L 535 f PLATE 535 10� O 4 5 22R NO o 530 � y P 530 105A 2@i5o0 99' OF 37 HpPE 2.4„ @200% 525 525 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 12+25 STR 100 - STR 118 PROFILE STR 104 - SWM 2 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 m a m m C7 0 m m Co Co ('7 n N u7 ¢ Ca n N Q� N V O U W N U N t o O - o L O vvv v F v� H V U vu� c (n N N O r CD , v N C O� r 00rO V M O O 7 n N C(p N N CID 0) 0O u'1 0 0 0 M uo C; CD � W (n O O °D Lo I_ M M R O O M u�'1 0] V) � (O a 0] W W) M OEM L F �DCD� 1M (O m } 000 H m 0(M H In M�LUi USo rf1�OM H (V OH �o'pzZO 2C%J Lo s��Z0 O�u�oZO 'r'(+a ;°�'� �(p�Z0 �°D U')o 0�0» > �Qa� z O i6¢a> pj oFap» ��az O ?¢a» a¢a> N CO Z Z �HOz > > O~E_Z Z NCn P- ? �HO> > N��Z Z N��Z CmU) Z N(nF- - N(nHZ Z 570 O_u¢1M a 0 O M N W n ~ W N 0)M LO O ' M � Z H >u-)?Zz 0 ¢> o >>> U) g z �rnH-z- 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 z STA 12+23.97 TOP 538.90 ¢ a O TOP 541.43 INV IN 533.71 (107) U) FO ? ? 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 96 530 530 119 @5• 171.02' F 15" HDF E @ 1.00 /o 525 525 520 520 515 515 c (j N 0 m °"Y) + 00 E- D O u � O D ¢ a > v u)o Z W%l 555 555 EXIS ING 550 G DE 550 545 545 PROPOSED GRADE 540 540 3' MI . 535 535 12 C r9.6125A 1' OF 39.0 'OF HDPE 15" NCIPE @ 0.50% @ .50% 530 530 525 525 520 520 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 STR 104 - STR 122 PROFILE STR 106 - STR 126 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: V=5 VERT SCALE: 1"=5 215B: 12" Basin - Circular Grate - CIO=' STA ??? 0 TOP 559.14 m INV IN 555.34 (215C) :3 UA m r INV OUT 554.07 (215A) .9 N CU m r; N V 204: MH-1 (D F N 't C4N v N o oo�CO N a STA 10+00.00 n m�oL o o cS (Lo 0 o �C'JLo TOP559.88 +o� «U'' o o?0oW)� F =+�� 66 O INV IN 551.40 (205) 0' Loz Z 0 INV IN 553.84 (215A) (O�0> NFp»> aOFO> INV OUT 551.30 (203) C'4 U) cm U) P z (m U) �_ z 57n 57n 570 57n 57n EXISTING GRADE 565 \ 565 PROPOS D GRADE APPROX. LOCATION OF UGT. CONTRACTOR TO VERIFY PROPOSED LOCATION AND DEPTH PRICE t\ 6" FIRE LINE: TO CONSTRUCTION. 560 560 TMIN. 33' / - \ TOP = 557.000 21S, 555 2' OF 555 I Og 125. 12" HDPE 96" CMP �- 73 3' OF 15" DPE I @ 0.509 (SWM2) �- 15 HpPE @ 0.50% 207 2 03°b 205 193.29' OF 550 \ 550 19 24" .56' OF HDPE 0.50% 24" HDPE @ 0.50 @ 0.50% INV = 549.000 545 545 540 540 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 1210.50% 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 © 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 CLrn OC D O ® 0 r � 2 oil �LU • W z2 W OU � a Z to OG O -'Ag CRAIG W J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 ■ CHECKED BY C.KOTARSKI ■ DATE 02/05/2021 ID ISSUE NAME DATE STORM & UTILITY PROFILES 1 0 50 PROFILE SCALE C7mO HMR Yfu CONNECT TO EXISTING 4" F TEE AND (2) 4" PLU CONTRACTOR TO VERIFY AND DEPTH PRIOR TO CONS( 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. 550 550 545 545 3.5' M N. 540 540 z z 535 w 535 u? o 0 0 w w m + w Z m w w in Z w m N N u7 m to in 0 530 rn N v N v 530 6" PVC GRAVITY SANITARY SEWER 9+50 10+00 11+00 12+00 PUMP STATION TO FORCE MAIN HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L m 7 a) o n L �o O L o mCID cM v Q o v Uca N c V L F O v o F o 105B: VDOT STD. MH-1 u� rn oo co rn m o co M roi STA 11+79.00 N co � ,o M ca co 0) It U u) CM r- m Lo C7 000 co � nF TOP 536.98 m Co Lo im +O H O + INV IN531.50(105C) N-,M� ��0 oaaz mQaO INV IN 532.22 (127) mF0> aFOZ �U)Pz z gU�z INV OUT 530.01 (105A) I U F z cn cn E- _ 5Rn Slin 57n .ri7n .ri7n 57n 555 555 550 550 EXISTING GRADE 545 545 540 540 -PROPOr,ED GRADE 535 535 530 1 530 127 9.82' OF 12" HDPE @ 3.00% 525 1 525 520 520 9+50 10+00 11+00 STR 105B - STR 128 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 565 565 560 560 PROPOSED BADE 555 555 EXISTING GRADE 2.2' MIN. 550 P = 550.0 550 T 48" CMP (SWM 1) 545 /00000 545 [EN ON y N D� c�OI 540 1 540 535 535 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 "=5 575 575 575 575 575 0 Z 0 J_ 570 08 570 w 0 a O m a 565 565 PROPOSED GRAD FFE=561.00 LDE EXI TING 560 560 / CONNECTION EXISTING WA 6" CLASS 3.5' MIN. VERIFY LOCA DIP WATERLI E AND ELEVATI 555 555 I 15" HDPE 550 550 H 0W OX 0 zm w _ 545 2 x D P 545 o< o o� w w W z w H m m 2 ~ w m Q C7 wZ u 7 N wQ 540 rn m P -j 7 540 TO TERLINE. TION ON. 9+50 10+00 11+00 11+50 FIRE LINE A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Z 0 J_ 570 08 570 w O a O Of a 565 565 PROPOSE GRADE ESTIN FFE=561.00 GRADE 560 560 �V 3.5' MIN i 555 555 17 CONNECTION 2" TYPE K EXISTING WA COPPER VERIFY LOCA WATERLINE AND ELEVATI( 550 550 a w z of :3w 545 w 545 J W I- O w co w Q Z w N m O W H 540 u7 0)N LU F- 540 APPROX.LOCAI CONTRACTO DEPTH AN PRIOR TO COS TO TERLINE. TION ON. 9+50 10+00 11+00 11+25 DOMESTIC LINE B HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 570 570 EXIST NG 565 GRAD 565 PROPOSED GRADE 560 560 ION OF UGT. 1' MIN. CONNECTION R TO VERIFY EXISTING WATERLINE. D LOCATION VERIFY LOCATION STRUCTION. AND ELEVATION. 555 555 3.5' MIN. 6" CLASS 2 DIP WATERLINE 550 550 U) F co Ox z m �-x 545 X W 545 In 0 Z 2 o< w m W Er HUJ Q N W Q 540 LL LU 540 565 565 PROPOSED GRADEi 560 560 EXISTING / ~ GRADE / 3' MIN 555 555 1f 4'MIN. �- 3.5' 403 550 1TOP = 550.0 ✓ 204,43' OF 15" HDP 550 48" CMP DGi 1.00% (SWM1) of 61 13 pE 15 3.1 ob 545 INV = 546.0 @ 1 545 540 1 540 535 535 530 530 9+25 9+50 10+00 11+00 11+50 FIRE LINE C HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 APPROX.LOCATI CONTRACTOR DEPTH AN PRIOR TO CON; 10+00 11+00 12+00 SWM 1 - STR 404 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 580 580 560 575 575 570 570 EXISTING 565 GRADE 565 PROPO ED GRADE r CONNECTION TO 560 EXISTING WATERLI ON OF UGT. VERIFY LOCATION TO VERIFY AND ELEVATION. (LOCATION ;TRUCTION. 555 1' MIN. 6" C SS 52 555 DIP WATERLINE H co Ox z co F-x 550 } X 550 J m W Z wF2 W Of H Q LL H Q E- 3: 545 LL 545 VE. 13+00 13+50 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 (BLDG. - 1) D a m L 7 C7 L a m 7 r 7 M J o U L0^cli O co c a a0 u� "t r. o o v D � co uo in v u') 7 +O Lo in uo Z 0 u)NL� uo 0 ��z z �U)E- z U) r7n r7n 565 565 560 560 555 PROPOSED GRADE EXISTING GRADE 555 550 2.3' TOP = 550.0 550 / i 545 48" CMP (SWM1) 7 INV = 546.0 �r un f- 503 1cV nF 2.5' MIN. 545 501 540 12.811 1 E OF ' HDPE 0.50% 1 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 TOP 561.26 INV IN 552.16 (4 (1)) INV OUT 552.06 (3 - 2) LY:Ir�:Li J W w J 555 m 555 0 J O z 0 J 550 550 EXISTING U) GRADE / a PROPOSED / 0 m GRADE / 545 a i 545 i 540 I 540 FFE=537.00 IIN. 535 535 TP ill BLD , - 1: 194.43' O 6" PVC @O.6M1/o ==4 o 530 530 24" HDPE 525 525 9+50 10+00 11+00 9+50 FIRE LINE D HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 10+00 11+00 12+00 BLDG TO PUMP STATION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 INV IN 551.52 (3 - 2) INV OUT 549.52 (2 - 1) 11 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 (BLDG. - 1) riR.ri PROPOSED GRADE 560 560 EXISTING GRADE 555 555 550 550 3-2 7.16' OF 8" PVC 3 5' MIN. @ 7.50% 7�8 545 545 8A �.6 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 aN 1% D O(, ® 0 • • G W z2 W � OU a Z w 3 0 > CRAIG W. J. KOTARSKI Lic. No. 0402048507 _� 02-05-21e3 PROJECT NO 46423 CHECKED BY C.KOTARSKI DATE 02/05/2021 ID ISSUE NAME DATE STORM & UTILITY PROFILES 2 0 50 PROFILE SCALE C7m1 Series XSGV-L Class I, Group D, Division 1 Submersible Grinder XP BARNES° www.cranepumps.com Specifications: DISCHARGE...............................2' NPT, Vertical LIQUID TEMPERATURE .............104•F (40-C) Continuous VOLUTE ......................................Cast Iron ASTM Ate$, Class 30. MOTOR HOUSING ......................Cast Iron ASTM A-48, Class 30. SEAL PLATE ..............................Cast Iron ASTM A-48, Class 30. IMPELLER: Design ....................12 Vane,Vortex, With Pump Out Vanes On Back Side. Dynamically Balanced, - ISO G6.3. Material ..................Cast Iron SHREDDING RING ..................... Hardened 440C Stainless Steel Rockwell@ C-55. CUTTER ......................................Hardened 4400Stainless Steel, I I III Rockwell® C-55. SHAFT........................................416 Stainless Steel SQUARERINGS .........................BUna-N HARDWARE................................300 Series Stainless Steel PAINT..........................................Air Dry Enamel. SEAL: Design ....................Tandem Mechanical, Oil Filled Reservoir. Material ...................Rotating Faces - Carbon Stationary Faces - Ceramic Elastomer - Buna-N Hardware -WO Series Stainless Series: XSGV-L CORD ENTRY .............................. 30 ft. (9.1 m) Std. Cord. Epoxy Sealed Housing with Secondary Pressure -&, 5O8-79r5HP, 3450RPM, Gromment for Sealing and Strain Relief. 60Hz UPPER BEARING: Design ....................Single Row, Ball, Oil Lubricated Load .......................Radial SubmeraibleWashwater LOWER BEARING: P mpAsmdadm Design ....................Single Row, Ball, Oil Lubrication Load ........................Radial & Thrust MOTOR: Design ....................NEMA L-Single Phase, NEMA B-Three H' Phase Torque Curve. Oil -Filled, Squirrel Cage Induction. Insulation ...............Class F. UUnderwriters Laboratories Inc "O SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload LFile No. E73842 Protection to be Included In control panel, Requires Barnes@ Starter or C us Control Panel which Includes Capadtors, or Capacitor pack. THREE PHASE: Dual Voltage 230/460; Requires Overload Protection to be Included in control panel. C R Canadian Standards Association MOISTURE SENSORS................Normally Open (N/O), Requires relay File No. 160440 In control panel TEMPERATURE SENSORS ........ Normally Closed (WC), Requires relay Sample Specifications: Section 3 Page 14. In Control panel OPTIONAL EQUIPMENT.............Seal Material, Impeller Trims, DESCRIPTION: Cord Length THE GRINDER PUMP IS FOR USE IN HAZARD- OUS LOCATIONS AND IS DESIGNED TO RE- DUCE DOMESTIC, COMERCIAL, INSTITUTIONAL AND LIGHT INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY. SECTION 3C CRAN E PAGE a PUMPS &SYSTEMS DATE 11114 A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 International: (937) 615-3598 Series XSGV-L Performance Curve + 5O&-;,-- HP, 3450RPM, 60HZ BARNES® www.cranepumps.com . - .- ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . 11 \\�■■■■■ ����■.-ate\\�■■■�■--_ Eat■-------�...� - •... •1 IMMERSION •.....-\■■.\■,■■■■■■■ -00h.:qqmkhL'lk SOMEONE 1000000 goommom '1���■■■■■■■■■■■■■■■■■■■■■■■■.��\�■\��\■■\�\�■■►\■\�■■\ MEMNON MENNEN --�� __-- MENNEN ■■■■■■ MENNEN U.S. GALLONS 20 40 60 80 100 120 PER MINUTE LITERS 1 2 3 4 5 6 7 PER SECOND Testing is performed with water, specific gravity 1.0 @ 680 F @ (200C), other fluids may vary perfor- mance SECTION 3C CRANE PAGE 6 PUMPS & SYSTEMS DATE 6/14 A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 International: (937) 615-3598 DESIGN CRITERIA: 1. THE NEW WASTEWATER PUMP STATION WAS DESIGNED TO HANDLE WASTEWATER FLOWS FROM IVY CREEK SCHOOL (PREP), JACK JOUETT MIDDLE SCHOOL, AND THE BOYS AND GIRLS CLUB OF ALBEMARLE. PEAK FLOW RATES WERE COMBINED FOR PREP AND JOUETT MS AS PEAK FLOWS ARE EXPECTED DURING NORMAL SCHOOL OPERATING HOURS, AND THE PEAK FLOW RATE FOR THE BOYS AND GIRLS CLUB WAS CALCULATED SEPARATELY AS THE PEAK FLOW IS NOT EXPECTED TO COINCIDE WITH PEAK FLOWS FROM PREP AND JOUETT MS. THE BOYS AND GIRLS CLUB PEAK FLOW IS EXPECTED TO OCCUR OUTSIDE OF NORMAL SCHOOL HOURS AS IT OPERATES AS AN AFTER -SCHOOL PROGRAM. 2. PREP HAS AN AVERAGE STUDENT AND STAFF POPULATION OF 125 AND JOUETT MIDDLE SCHOOL HAS AN AVERAGE STUDENT AND STAFF POPULATION OF 633 FOR A COMBINED TOTAL OF 758. THE VIRGINIA DEQ RECOMMENDED WASTEWATER FLOW FACTOR USED FOR DESIGN WAS 16 GALLONS PER DAY (GPD) PER PERSON OVER AN 8 HOUR DURATION, MULTIPLIED BY A PEAKING FACTOR OF 3 TO ARRIVE AT A PEAK FLOW RATE OF 76 GALLONS PER MINUTE (GPM). THE BOYS AND GIRLS CLUB HAS AN AVERAGE STUDENT AND STAFF POPULATION OF 300. THE VIRGINIA DEQ RECOMMENDED WASTEWATER FLOW FACTOR USED FOR DESIGN WAS 10 GPD PER PERSON OVER AN 8 HOUR DURATION, MULTIPLIED BY A PEAKING FACTOR OF 3 TO ARRIVE AT A PEAK FLOW RATE OF 19 GPM. FLOWS WILL BE CONVEYED FROM THE PUMP STATION THROUGH AN EXISTING 4" CAST IRON AND PVC FORCE MAIN FOR APPROXIMATELY 1,950 LINEAR FEET AND DISCHARGE INTO AN EXISTING GRAVITY SEWER MANHOLE. A 5.0 HORSEPOWER EXPLOSION PROOF SUBMERSIBLE GRINDER PUMP WITH 5.25" IMPELLER WAS SELECTED FOR THIS PUMP STATION. DESIGN SUMMARY: 1. THE PUMP STATION CONSISTS OF TWO (2) EXPLOSION -PROOF SUBMERSIBLE GRINDER PUMPS. EACH PUMP IS CAPABLE OF PUMPING THE PEAK FLOW RATE. 2. IN THE EVENT OF A POWER FAILURE, THE STANDBY GENERATOR FOR JACK JOUETT MIDDLE SCHOOL WILL PROVIDE EMERGENCY BACKUP POWER. IF THE PUMPS ARE OUT OF SERVICE, AN EMERGENCY PUMP CONNECTION IS PROVIDED TO ALLOW A PORTABLE PUMP TO BE USED. 3. STATION CONTROLS WILL BE BASED ON FLOAT SWITCHES IN THE WET WELL. PUMP STATION NOTES: 1. THE WET WELL AND VALVE VAULT SHALL BE CONSTRUCTED OF PRECAST CONCRETE. THE PRECAST SUPPLIER SHALL SIZE THE STRUCTURE WALLS TOP AND BASE TO ACCOUNT FOR THE ANTICIPATED LOADS DEPTH AND FLOATATION AND PROVIDE CALCULATIONS SIGNED BY A VIRGINIA LICENSED PROFESSIONAL ENGINEER WITH THE SUBMITTALS. 2. PRECAST STRUCTURES SHALL HAVE A MONOLITHIC BASE SECTION. THE JOINTS BETWEEN PRECAST SECTIONS SHALL BE TONGUE AND GROOVE WITH AN O-RING RUBBER GASKET. A FLEXIBLE JOINT SEALANT IS REQUIRED BETWEEN PRECAST STRUCTURE SECTIONS. THE WET WELL AND VALVE VAULT SHALL BE SUPPLIED WITH A FLAT TOP WALL (NO SPIGOT JOINT) TO ALLOW FOR THE SPECIFIED HATCH TO BE BOLTED TO THE TOP OF THE STRUCTURE. 3. THE ENTIRE EXTERIOR SURFACE OF ALL PRECAST CONCRETE STRUCTURES SHALL BE COATED WITH A COAL -TAR EPDXY TYPE BITUMINOUS COATING TO A MINIMUM 23 MIL THICKNESS. AN EXTERNAL WRAP SHALL BE USED AT ALL JOINTS WHERE PRECAST CONCRETE SECTIONS JOIN TOGETHER. THE WRAP SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM C877 TYPE III AND C990. 4. ALL MISCELLANEOUS METAL IN THE WET WELL SHALL BE STAINLESS STEEL ALLOY DESIGNED FOR USE IN SEWAGE STRUCTURES. ALL BOLTS, NUTS AND OTHER FASTENERS IN WET WELL AND VALVE VAULT SHALL BE 316 OR 304 STAINLESS STEEL. 5. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. 6. PUMPS SHALL BE EXPLOSION PROOF. 7. FLOATS SHALL BE INTRINSICALLY SAFE. 8. CONTRACTOR SHALL CONFIRM PENETRATION SIZES AND LOCATIONS PRIOR TO ORDERING PRECAST STRUCTURES. 9. ALL PACKAGED PUMP STATION COMPONENTS SHALL BE SUPPLIED BY A UNITARY SOURCE INCLUDING PUMPS, MOTORS, CONTROLS, CONTROL PANEL, AND BREAKAWAY FITTINGS. 10. FLOATS SHALL BE POSITIONED TO PREVENT INFLUENT FLOW FROM AFFECTING PROPER OPERATION OF THE PUMP STATION. 11. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS (INCLUDING ADEQUATE WATER SUPPLIES FOR SEVERAL PUMPING CYCLES) NECESSARY TO CONDUCT MANUFACTURER'S STARTUP PROCEDURE, TRAINING, AND PUMP PERFORMANCE TESTING. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CERTIFIED STARTUP DOCUMENTATION TO THE ENGINEER FOR REVIEW. 12. ALL EXPOSED PIPE SHALL BE FLANGED CLASS 53 DUCTILE IRON AND ALL BELOW GRADE PIPE SHALL BE MECHANICAL JOINT CLASS 52 DUCTILE IRON UNLESS OTHERWISE STATED. ALL DUCTILE IRON PIPING SHALL INCLUDE PROTECTO 401 INTERNAL LINING. RESTRAIN ALL JOINTS. 13. ALL DUCTILE IRON PIPE SUBMERGED IN RAW WASTEWATER SHALL HAVE A COAL TAR EPDXY COATING TO A MINIMUM 16 MIL THICKNESS. BARNES® www.cranepumps.com Series XSGV-L Class I, Group D, Division 1 Submersible Grinder XP 4.56� (116) nches �(mm) I 3.5" NPT 11.25 (286) 30.67 (779) (118 27.21 1-� 9.12 (61 1) (232) 2" NPT DISCHARGE (1911) (38) 13.56 4.43 344 (113) MODEL NO PART NO HP VOLT/PH Hs RPM NEMA FULL LOCKED CORD CORD CORD (Mom) START LOAD ROTOR SIZE TYPE 0.13 CODE AMPS AMPS inch(mm) XSGV3002L 127330 3 200/1 60 3450 G 25.2 86.0 1014 SOW 0.745 (19) XSGV3022L 127331 3 230/1 60 3450 G 21.7 75.0 10/4 SOW 0.745 (19) XSGV3062L 127332 3 200/3 60 3450 J 17.0 65.0 10/4 SOW 0.745 (19) XSGV3032L 127333 3 230/3 60 3450 K 14.5 62.0 10/4 SOW 0.745 (19) XSGV3042L 127334 3 460/3 60 3450 K 7.2 31.0 10/4 SOW 0.745 (19) XSGV3052L 127335 3 575/3 60 3450 J 5.6 22.6 1014 SOW 0.745 (19) XSGV5002L 127336 5 200/1 60 3450 F 42.0 134.0 614 SOW 1.030 (26) XSGV5022L 127337 5 230/1 60 3450 H 39.0 136.0 8/4 SOW 0.930 (24) XSGV5062L 127338 5 200/3 60 3450 K 25.0 122.0 10/4 SOW 0.745 (19) XSGV5032L 127339 5 230/3 60 3450 L 21.9 120.0 10/4 SOW 0.745 19 SGV5042L 127340 5 460/3 60 3450 L 11.0 60.0 10/4 SOW 0.745 19 XSGV5052L 127341 5 575/3 60 3450 L 8.8 46.0 10/4 SOW 0.745 (19) XSGV7532L 127342 7.5 230/3 60 3450 J 22.3 136.0 10/4 SOW 0.745 (19) XSGV7542L 127343 7.5 460/3 60 3450 J 11.2 68.0 10/4 SOW 0.745 (19) XSGV7552L 127344 7.5 575/3 60 3450 G 1 8.2 45.0 10/4 SOW 0.745 (19) Moisture and Temperature sensor cord for all models is 18/5 SOW, 0.476 (12mm) O.D. IMPORTANT! 1.) MOISTURE AND TEMPERATURE SENSORS MUST BE CONNECTED TO VALIDATE THE UL LISTING. 2.) A NON -SPARKING BREAKAWAY FITTING MUST BE USED TO VALIDATE THE UL LISTING. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSORS. CONTACT BARNES PUMPS FOR INFORMATION CONCERNING MOISTURE SENSING RELAYS FOR CUSTOMER SUPPLIED CONTROL PANELS. 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AND WASTEWATER. DO NOT USE TO PUMP FLAMMABLE LIQUIDS. 5.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSUNFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. CRAN E PUMPS & SYSTEMS SECTION 3c PAGE 5 ® DATE 6/09 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 DEMOLITION NOTES: 1. THE NEW WASTEWATER PUMP STATION WILL BE REPLACING THE EXISTING JOUETT MIDDLE SCHOOL WASTEWATER PUMP STATION. THE CONTRACTOR SHALL DETERMINE THE MOST ECONOMICAL ALTERNATIVE BETWEEN TOTAL REPLACEMENT AND SALVAGING EXISTING EQUIPMENT. 2. THE NEW WASTEWATER PUMP STATION WAS DESIGNED AROUND THE EXISTING PUMP MAKE AND MODEL AND THEREFORE COULD UTILIZE THE EXISTING PUMPS, CONTROLS, PIPING, VALVES, HATCHES. THE CONTRACTOR SHALL PROVIDE AN INVENTORY OF ITEMS TO BE SALVAGED FOR APPROVAL PRIOR TO CONSTRUCTION. 3. IN ORDER TO REUSE THE EXISTING WASTEWATER PUMPS, THE IMPELLERS WOULD NEED TO BE REPLACED WITH A LARGER 5.25" DIAMETER. 4. MAINTENANCE OF WASTEWATER SERVICE MUST BE PROVIDED TO THE EXISTING SCHOOLS SO A BYPASS PUMPING PLAN MAY BE REQUIRED WHEN SALVAGING EXISTING EQUIPMENT. THE CONTRACTOR SHALL PREPARE A DETAILED BYPASS PUMPING PLAN AND SUBMIT TO THE OWNER AND ENGINEER FOR REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WASTEWATER LEVEL IN EXISTING STRUCTURES AND DEWATERING AS NEEDED TO PREVENT OVERFLOWS. 5. THE EXISTING PRECAST STRUCTURES SHALL BE DEMOLISHED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: A. DEWATER THE EXISTING WET WELL USING A SEPTIC HAULER OR OTHER MEANS AND DISPOSE OF CONTENTS AT A DEQ PERMITTED WASTEWATER TREATMENT PLANT. B. DISCONNECT POWER TO THE EXISTING PUMP STATION. C. REMOVE EQUIPMENT, PIPING, WIRING, ETC. FROM EXISTING PUMP STATION, CAREFULLY SALVAGING ITEMS DESIGNATED FOR REUSE. D. CUT PENETRATING PIPES AND CONDUIT AT THEIR ENTRY POINTS INTO THE EXISTING PUMP STATION WET WELL AND VALVE VAULT AND INSTALL CAPS. E. WASHOUT, DISINFECT, AND DEWATER EXISTING PUMP STATION. SPREAD LIME TO STABILIZE ANY RESIDUAL MATERIAL. F. CUT FOUR HOLES EACH IN THE FLOORS OF THE WET WELL AND VALVE VAULT, EQUALLY SPACED AROUND THE CIRCUMFERENCE. HOLES SHALL BE A MINIMUM OF 3" DIAMETER. G. FILL IN THE PUMP STATION WET WELL AND VALVE VAULT STRUCTURES WITH INERT MATERIAL SUCH AS SAND OR FLOWABLE FILL. H. REMOVE ALL ABOVE GRADE CONDUITS AND WIRING ASSOCIATED WITH THE PUMP STATION. I. DEMOLISH PUMP STATION WET WELL AND VALVE VAULT STRUCTURE WALLS DOWN TO A POINT 24" BELOW PROPOSED GRADE. J. REMOVE PUMPS, FLOATS, WIRING, HATCH, MOUNTING BRACKETS, HOIST, AND ANY OTHER ITEMS DESIGNATED FOR SALVAGING FROM EXISTING WET WELL. K. CUT EXISTING ABANDONED PIPES FLUSH WITH EXISTING WET WELL AND VALVE VAULT INTERIOR WALLS AND FILL ABANDONED PIPES WITH FLOWABLE FILL. 8± LF OF 8110 PVC SDR-26 AT 5% KOR-N-SEAL 106 SERIES RUBBER BOOT GROUT FILLET SUBMERSIBLE GRINDER PUMPS SS HOIST SOCKET (HALLIDAY MODEL D2V OR APPROVED EQUAL) 60"0 PRECAST CONCRETE WET WELL ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) EXISTING JOUETT HOIST TO BE USED AT THIS PUMP STATION STAINLESS STEEL HOIST SOCKET (HALLIDAY MODEL D2V OR APPROVED EQUAL) - TOP ELEV.= 546.50 FINISHED GRADE = 546.00± 69rtv►inIteT9I■]=IC7_vI 60"0 PRECAST CONCRETE WET WELL STAINLESS STEEL LIFTING CHAIN) KOR-N-SEAL 106 SERIES RUBBER BOOT 8± LF OF 8"0 SDR-26 PVC AT 5% 8"0 INV. IN = 532.00 HIGH LEVEL ALARM ELEV. = 531.50 LAG PUMP ON ELEV. = 531.00 LEAD PUMP ON ELEV. = 530.50 FLOAT LEVEL CONTROLLER (TYP.) (SEE ANCHOR FLOAT DETAIL SHEET C8.1 BOTH PUMPS OFF ELEV. = 528.50 LOW LEVEL ALARM ELEV. = 528.00 BASIN FLOOR ELEV. = 526.50 8" MIN.- 8" OF #57 UNDISTURBED SUB 3" PLUG VALVE 3" SWING CHECK VALVE WITH LIMIT SWITCH, LEVER AND WEIGHT FLOAT LEVEL CONTROLLER (TYP.) INK SEALS (TYP. 3"0 CL 53 DI (PE X FE) O RUBBER BOOT (TY +P.) 0 VMANHOLE J % ° STEP 3" DRESSER 1 COUPLING 3"0 SCH. 80 PVC DRAIN PIPE WITH FLEXIBLE COUPLING, P-TRAP, AND TIDEFLEX TF-2 CHECK VALVE (OR APPROVED EQUAL) AT Y4' PER FOOT 1' 0' 1' 2' 4' SCALE: 1/2" = V-0" 4" MUSHROOM VENT PUMP STATION PLAN VIEW SCALE: 1/2" = T-0" 3"CL53DI (FE X PE) ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) 3" TEE PRESSURE GAUGE ASSEMBLY 60"0 PRECAST CONCRETE VALVE VAULT 3" 90o BEND ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) 4" MUSHROOM VENT 60"0 PRECAST CONCRETE VALVE VAULT _ ��� �� •- I ��-,�•,�- ,�! ,�-� , III ; ; ® `I� O ,-� •1�1111 II I I I II I I I I�� r III/ - • e ■ 1 ■ 111 • ■ 1' 0' 1' 2' 4' SCALE: 1/2" = V-0" TROL STRUCTURE :TAIL, SHEET C8.1) i 11 ENCE (SEE DETAIL, SHEET C8.1) NEW 60"0 PRECAST 1 CONCRETE WETWELL - GRAVEL SURFACE (SEE TYPICAL SECTION SHEET C8.1) NEW 60"0 PRECAST CONCRETE VALVE VAULT NEW 8" GRAVITY SEWER (SEE SHEETS C4.0-C4.2) 5 L+ F OF 8"0 PVC SDR-26 AT 5% SLOPE PUMP STATION SECTION VIEW / A /16'DOUBLE SWING GATE NEW 4" EMERGENCY PUMP CONNECTION! 4"x3" REDUCER . I� 1 NEW 4" FORCE MAIN (SEE SHEETS C4.0-C4.2) NEW 6" GRAVITY SEWER (SEE SHEETS C4.0-C4.2) 3" PLUG VALVE 3" TEE PRESSURE GAUGE ASSEMBLY STAINLESS STEEL PIPE SUPPORT GROUT FLOOR TO DRAIN 1/4" PER FOOT MIN. MIN. 8" MIN OF #57 STONE SUBGRADE, COMPACTED TO 950 MODIFIED PROCTOR PER ASTM D1557 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@mileslonepanners.co 434.245.5803 N IY D O W 0 2 r/ o il O W W 2 O U a Z V) tY INES O OF BRUCE W. STRICK M JR 7 i1c. No. 056612 oA 2/5/2021 A PROJECT NO 46423 CHECKED BY B. STRICKLAND DATE 02/05/2021 ID ISSUE NAME DATE PUMP STATION PLAN AND SECTION C8n0 SITE PLAN SCALE: 1" = 10' SCALE 1"=10' 0 1U 20'