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HomeMy WebLinkAboutWPO201900060 Plan - Revision 2020-10-07VA FOUNDATION -DISCOVERY DRIVE DEVELOPMENT SITE DATA TAX MAP PARCEL AND OWNER INFO: PARCELS 03200-00-00-019E0, 03200-00-00-006R0, AND 03200-00-00-019HO UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA22904 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP) AIRPORT IMPACT OVERLAY ENTRANCE CORRIDOR OVERLAY REFERENCE "ZMA200500003" (APPROVED 3/10/2010, INCLUDES PROFFERS) MAGISTERIAL DISTRICT: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504)885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 9/18/2019 AND 4/23/2020 DATUM: VERTICAL: NAVD88 SETBACKS "PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANDSCAPED) FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO COMMERCIAUINDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE BUFFER AREA: (PER PROFFER 7.2 & EXHIBIT K OF ZMA200500003) 150' ALONG REAR BOUNDARY 50' ALONG SIDE BOUNDARIES STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: 32-19E: OFFICE (RESEARCH, LABORATORY) 32-6R: VACANT PROPOSED USE: 32-19E: OFFICE (RESEARCH, LABORATORY) ±10,745 SF, 3 STORIES, ADDITION 32-6R: 45,220 SF METAL BUILDING FOR RESEARCH (INDUSTRIAL WAREHOUSE) 10,000 SF MEZZANINE: STORAGE + 4,500 SF OFFICE AREA EXISTING PARKING: 32-19E: 176 SPACES 32-6R: 0 SPACES 32-19H: 134 SPACES REQUIRED PARKING PER ORDINANCE: 32-19E: [REQUIRED FOR EXIST. BUILDING PER APPROVED SDP 200100047] = 75 SPACES [ADDITION, OFFICE] (3 FLOORS X 7,163 SF X 0.8) X (1 SPACE 1200 SF) = 86 SPACES [ADDITION, LABORATORY SPACE] = NO ADDITIONAL PARKING REQUIRED TOTAL: 161 SPACES 32-6R: [45,220 SF + 5,500 SF LABORATORY SPACE] NO ADDITIONAL PARKING REQUIRED [4,500 SF OFFICE] (4,500 SF X 0.8) X (1 SPACE / 200 SF) = 18 SPACES TOTAL: 18 SPACES 32-19H: [APPROVED FOR EXIST. BUILDING] = 134 SPACES TOTAL: 134 SPACES TOTAL REQUIRED PARKING = 313 SPACES PROPOSED PARKING: 32-19E: 175 SPACES 1 SPACE REMOVED FOR PROPOSED HYDRANT ISLAND 32-6R: 39 SPACES 32-19H: 100 SPACES TOTAL PROPOSED PARKING = 314 SPACES ADA PARKING REQUIRED: 32-19E: 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC) 32-6R: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) 32-19H: 4 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 32-19E: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) 32-6R: 2 SPACES (1 VAN ACCESSIBLE SPACE) 32-19H: 5 SPACES (1 VAN ACCESSIBLE SPACE) PROPOSED BUILDING HEIGHT: 32-19E 45' 6.5" 32-6R 38' 3" TOTAL PROPOSED DISTURBED AREA: 3.41 ACRES IMPERVIOUS AREA EXISTING: 0.56 ACRES POST PHASE 1: 0.83 ACRES POST PHASE 2: 2.25 ACRES TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING & INDUSTRIAL SPACE ITE CODE: 710 AMOUNT: 55,220 UNITS: SF (GFA) VVFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 836 IN 105 OUT 14 TOTAL 119 IN 24 OUT 116 TOTAL 140 UTILITY DEMANDS WATER FLOW FOR PARCEL 32-19E (AVERAGE DAILY DEMAND) 3 STORIES X 10,745 SF X 250GPD / 1000 SF = 8,059 GPD AVERAGE HOUR = 8,059 124 = 336 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 336 X 3 = 1,007 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 2,015 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 3 X 10,745 SF X 250GPD / 1000 SF = 8,059 GPD VSMP/WPO 2019-00060 COUNTY OF ALBEMARLE VIRGINIA WATER FLOW FOR PARCEL 32-6R (AVERAGE DAILY DEMAND) 4,500 SF X 250GPD 11000 SF = 1,125 GPD 60 EMPLOYEES X 25 GPD/EMPLOYEE = 1,500 GPD AVERAGE HOUR = (1,125+1,500) / 24 = 109.4 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 109.4 X 3 = 327.1 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 656.25 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 1,125 GPD+ 1,500 GPD = 2,625 GPD 10/21/2019 LAKE ACRES 850 MCMURDO "or Q University of ce Q � Virginia Research Park S SITE r" LOCATION JW Townsend Landscapes Axer Nra(fe Pcveer Technologies V Center for Applied A I R P O R T Biomechanics Fabrics Unlimit INDUSTRIAL PARK N0RTHSIDE INDUSTRIAL PARK V Crutchfield Corporation a' VICINITY MAP 1=1000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 NOTES & DETAILS 4 C1.4 NOTES & DETAILS 5 C2.0 OVERALL PLAN C2.1 EXISTING CONDITIONS 1 C2.2 EXISTING CONDITIONS 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION & SEDIMENT CONTROL PHASE 1A C3.3 EROSION & SEDIMENT CONTROL PHASE 1 B C3.4 EROSION & SEDIMENT CONTROL PHASE 2A C3.5 EROSION & SEDIMENT CONTROL PHASE 2B C3.6 EROSION & SEDIMENT CONTROL PHASE 2C C4.0 LAYOUT AND UTILITIES 1 C4.1 LAYOUT AND UTILITIES 2 C5.0 GRADING AND DRAINAGE 1 C5.1 GRADING AND DRAINAGE 2 C5.2 ADDITIONAL GRADING SPOT SHOTS C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMATER MANAGEMENT QUANTITY C6.2 SITE DRAINAGE AREA MAP C6.3 SITE DRAINAGE AREA MAP 2 C6.4 STORM INLET AND PIPE CALCULATIONS C7.0 STORMWATER PROFILES C7.1 UTILITY PROFILES TOTAL = 30 SHEETS CRArGW S. KOTARSKI Lie. No. 0402048507 �k 10/ 02120 U 0 x (D 0 x 0 w w U a z 0 m O r 0 f H f�l 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A Tr ►7 Oa J W W 0 N W c / c N_ 0 a a W W LIJ o �_/� V) o` O w J oem W 3 U a V / uj ED m 0 2 0 a U a 0 0 a O I- z U) z o 0 � 0 z 2 0 N_ LL L / N E U JOB NO. 44493 SHEET NO. CO.0 LEGEND ROADS STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . �. CLEARING LIMITS - - 200 - -- EXISTING CONTOUR - 200 - PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION TIC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT SEWER �SEXISTING SANITARY SEWER ACSA GENERAL WATER & SEWER CONDITIONS LI 111 M I] - EXISTING WATER LINE GRADING TIC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT JUNE 27, 2019 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 AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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) GENERALNOTES 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 COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 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. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 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). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 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. ST-1 N4, GRADE 60, REINFORCING ROD ENCASED N • N0. 6 GALVANIZED STEEL STEP MATERIALPoAPPRON OVED BY SSTANT THE ENNGER �ER THEM (DIMENSION MAY VARY WITH MANUFACTURER'S mil. DESIGN) r CORROSION RESISTANT MATNFOR F7* REINFORCING ROD TYPICAL SECTION ti �N �� r NOTES, I . STEPSWILL BE REWIRED N ALL STRUCTURES WITH A DEPTH OF I W-O" OR GREATER UNLESS OTHERWISE NOTED ON THE PLAINS. / ' 4/ • ALL STEPS SHALL PROTRUDE 41/2' FROM INSIDE FACE OF >e STRUCTURE WALL. MAXIMSTEP SPACING TO BE 16" MAXIMUM STEPS SHAIT WITHSTAND MINIMUM FORCE OF 300 POUNDS WHEN q{� ��. R EXTENDED 4/p" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNF'ORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. TYPICAL SECTION (DIMENSIONS MAY VARY WITH N PRECAST UNITS STEPS MAY BE CAST IN PLACE.MORTARED MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR,OR DRIVEN. NY MNNUM OF 3•' EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PR59&D THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT n SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221. ALLOY 6005-T5. 1F (N THAT PORTION OF THE STEP ENCASED IN MASONRY SMALL BE V1� UNFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE, ASBESTOS W49�8A COATING CONFORMING TO FEDERAL SPECIFICA'ATIOONN TC PIGMENTED C �ALUMINUM STEP SPECIFICATION I`v�T REFERENCE STANDARD STEP ROAD ND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 06.09 GENERAL P81 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - F13GHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL, CIRCULAR PIPE t D - OUTSIDE DIAMETER OF PPE. 2. d - INSIDE DIAMETER OF PPE, 3. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. X - 12" WHERE d IS LESS THAN 38". X - %" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AD LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S1 - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAR D NSION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. % - 12" WHERE S2 IS LESS THAN 36". % • 1B" WHERE SENIS 36" AND GREATER 5. WHERE DIRECTED BY THE GINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LEW AND HEIGHT OF COVER IWOR LESS. S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BA FILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S - SPAN DIMENSION OF PIPE. 2. R - FUSE DIMENSION OF PIPE, 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". x . IS' WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS ,ND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY DE USED IN LIEU OF CLASS 1 SACKFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. SPERI IO REIN C REFERENN E INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES ROAD AAEMDGESTANDARDS REVISION DATE SHffET 1 OF 1 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 07.00 PB-, NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLLL TOP OF FILL TOP OF FILL OROUNO LINE x GROUND LINE z GROUND LINE x ' - rrJrrr r/rJ �¶ rreiJ- JrrJ - . riJJJr J�r/ii - I rr/ JJr ID=.'•. JJr ri/ III"' I j// rJJ I rr. YII J/ 0 Jr EARTH ROCK OR 7-- /� I� `EARTH o o =I UNYIELDING o w N SOIL u 1 - Ih BEDD NO MATERIAL n MIN. MIN. 1/10 D MIN. 1/10 D X D X BEDDING 1/10 O X D % BEDDING _ MATERIAL MATERIAL % O yN" PER 1' OF H MIN .8".MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MN. 1.5 x D MIN. 1.5 x 0 MIN. 1.5 x 0 MIN. 1.5 x D MIN. 1.5 n D MIN. 1.5 x D -� TOP OF FILL TOP OF ML TOP OF FILL = x x _ :i{i:•i J/JrJ� JJr/Xr :•::{V.:•' : /NJ//. r/J/JJ/ .�.'.•::::. /JJrrJ////JJJJ /�rJJ//Jr/JJJ/ • • • JrJJJ JrrrJJ :.}}r:.' JJN 'JJJ •::.� -_ :•f}� •:•: rJrrr Jrrr ::;:}+};{: rdrrrriJJrNJ rrrJ/rrrJrrrJ - __ �;::•;•;•;•:: ti;:� jx -_ Jr Jr �':' • J// JJ/ :•:•:•:•:•:•:•:' Jr! � JJJJrJJ//rJ JJJ/JJJJrJJ - r=JJJNr//JJ a ='%••".' rJ% �':: GROUND 0 _:'�•;:: JJ :;•ltiti•: / :• GROVNO riXrrrrN rrrr,(rJrJ JJJJNNi a :•:::: •; • LINE o 0 / ''' $: uNE • - p _ GROUND = � N ti;::::::� C :•r o a _ _ LINE a EARTH 1. -ROCK OR �. MM. 1/10 0 - UNYIELDING -� MIN. 1/10 D X D X BEDDING MATERIAL _ / PER SOIL _ - > T' OF X 0 X - - u MIN. 1/ID D BEDDING EARTH MIN. 8",. BEDDING MATERIAL MM. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES: SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC RIPE IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM I BACKFILL MATERIAL PLACED DIRECTLY AID BRIDGE SPEOFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE A6 ND 6 AND " REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. `UpQT' A COPY OF N ORIGINAL AL N 1 L INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET , OF 4 REVISION DATE 07119 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107,01 61S p LT1I q O CRAIG W. I KOTARSKCI > Lie. No. 0402048507 !; ., 10/ 02120 1A ^� E 0 o F4 N N c > E w °' E LL o 0 n wm.H Q J U m w KJr -In W N N r X < < 0 Q 3 v (n= N N = U > a C a, o FM N � M a � W J �� Ln 0 0 x c7 Ce x F 0 w w_ Q z 0 (n z 0 F� F� H AL II O a u U Lu w O z O w of 9h-\1: 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A ,Elm=I O = a J N ti W WD w 0 L 0 3 N W 2 c m I --I N 0 a Q > U) J s L I Z � bi r o \W / OU S 0w LUot N OC a rn 3 c V/� /�► w W H4 m I- 2 a � z o O a 0 o Z O z D `2 O Z LLB X D L 2M-E JOB NO. 44493 SHEET NO. C1.0 GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 firelane GMSSPAVE2 FIREIANE GRASSPAVE2 FlgfVNE STRAPPING TAPE CONTAINS EITHEI GRAVEL, NOWSHRNK MORTAR, CONCRETE ETC. FLUSH MOUNTED 9 MARKER WITH NTEFAATEO OR REMOVARLEANCW MOTHERS) GRASSPAVE2 FlREIANE SHRUB MASS FKt1A E __------ -______________ I BLLgNG STREET ________ FlRELANE EDGE 1RFATMB4TARFAI$ NOTE: THIS DETAIL IS SCHEMATKwNA"IURE. DESIGNER SHALL SPEtlFY SPAtlNG FIND DEGIGN OF EDGE TREATMENTS. SPACING WILL VARY WITH TURF TYPE SLOPE, FIRE DEPARTMRNR REQUIREMENTS, FTC.. GRRAVEL GiiVE- LUYW RoaDBA PREGSTCONCREIE OR BAtlt PAYER 6E'ROUNDEDCON E5 VLL 1INLLANL MISER CONCRETE CURB,HBGHT VARIES ;:77 PRED SANDY FLUSH CONCRETE GRAVEL ROADBASE OURS NOT TO SCALE GRASSPAVE2 BYIIIVISIBLESTRUCTUIU9' Invisible Structures, InC. GPZFirelenel l.dwg REINFORCED TURF DETAIL No Scale 15-1 �9 //. TRANSITION BETWEEN 4 PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ME ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH GRASSPAVE2 FIRELANE SURFACE MOUNTED IANoscMt UPLIGHT BOU ARD/uGHT FlX,URE COMPACTED SANDY GMVELROADBASE �,1 4WSTBLE STRUCTURES' 303-233-8383 www.invisiblestructunnxom v4.1 1.5" DIA. GALV. �1 NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO 3'-0" BE MOUNTED TO BUILDING FACE. 4" MAX SL P AS SHOWN IN PL MAX. 1:12 :4 - - 4. 4 x a d )III III III III III III - I III MAX 6' CORE DRILL CONCRETE FOR HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale EXISTING PAVEMENT PROPOSED PAVEMENT F- a SAWCUT THROUGH (L MATCH EX. CROSS U EX. SURFACE uJ SLOPE UNLESS OTHERWISE X COURSE W SPECIFIED ON PLANS LU & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2"± COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I Coo uR 1 OF PIPE I I I I � For 9 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS THIS DRAWING S TO APPLY TO THOSE STRUCTURES FED \ SLOPE TO GRAN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERTRT OF j 1 TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED W M DRAWING. / T ACCORDANCE WITH PS DETAILED STANDARD OR SPECIAL D A n THE INVERT SHAMING N DETAILED HEREON IS TO CONSIST 3 A V CLASS D CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR CLASS C1t EXCEPT THAT 25X OF COARSE AGGREGATE MAY IC / BR TO 4' N DIAMETER OR AND CONSIST E STONE BROKEN BRICK / BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEALS OF HMO TROWELLING. NONE 11 I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4 • ' q • 4 DETAILS OF INVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH IT THE AR DROP INLET IS TO BE SHARED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND Flow LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES -kvSTANDARD METHOD OF SHAPING SPEREFERENC ROAD AND BRIDGE STANDARDS ERENC SHEET , OF , REVISION DATE MANHOLE & INLET INVERTS Jot 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION %' - 13 CRIME 8 - TOROUE FREE BOLT (SEE NOTE 1) 33 10 GAUGE 29" - 12 GAUGE OR YIE" HEXHEAD O SQUARE TUBE SIGN POST 1'4" HEXHEPD- • TAZ GRADE 8 SERRATED 1/i' - 13 GRAPE 8 FLp I p �i FLANGE NUT TORQUE FREE BOLT / (SEE NOTE 1) ^ 1 UPPER SLIP BASE OR 1 CAST IRON SLIP BASE /(R %- FILLET WELD - - 4 WITH LOCKING WEDGE SEE DETAILS) e %"-13 USS FLAT WASHER STP-I CG-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: DI-3A SB, 3C HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SO YARDS) A� c• CURB WHEN REQUIRED CC-2 URFA OR AREA IN LINEAR FEET) �EXPP GENERAL NOTES: DETECTABLE EQUIRE SURFACE (AREA IN SQUARE YARDS) 1ILJ 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12'1 MA% THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS MO SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• 4. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5 REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONC PERPENDICULAR CBOTHD SIDES COOF VER E RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MINIMUM 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5•MIN 7. CURB RAMPS PRE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r. 12 �C BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX \ AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES. PIRE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL / ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED a1!' •�' " �/' AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT l THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12'1 MAX ; q THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB, 5'MIJH W.1K W, 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT - r ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK - - TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' NN AT X , 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAPS PRE USED IN CONJUNCTION WITH A SHARED USE PATH, AT .W. )K , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIA SECTION OF TRUNCATED DOME un .6"-2.4" C-C WARNING ENTRANCES SHALL STREET FACTORY RADIUS DETECTABLE -� c WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O 3 -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH a THE BACK OF CURB. � O O O O 0 O O O O O O O - - Q Q Q Q Q 0 0 0 0 0 0 0 LANDING RAMP ti 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O _o + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 507. AME65X OF BASE DIAMETER - 0 000 0 00 0 00 0 0 0 TOP DITER 000 0 00.0 000 00 0 00 DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12. 1- 0.9"-1.4" UAL. UTAML.tR L VARIABLE FULL WIDTH OF RAMP FLOOR _I T-PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL VIRGINIA DEPARTMENT NOTES) OF TRANSPORTATION 105 502 SHEET 1 OF 5 REVISION DATE 07/15 203.05 GG-12 AIN •5 DOWELS, B" LONG �I PERMISSIBLE 1�2 M AT 12" C-C CONSTRUCTION 1 5'MIN. .. �.IOINT t2n MAx -iI-TIT ' I775 II.\ 1- ML T TRUNCATED DOMES 12'f MAX.-'k� SEE SHEET IOF 5 FOR DETAIL 4- MIN i 5'-0" MIN SHAPE TO MATCH FACE BACK OF CURB OF ROADWAY CURB 49' : n A' WITH BUFFER STRIP �- 201 48:1M�' 1. MIN :7 1�2t� 12:1 MA%.' 77WITHOUT V - 2'MIN. SECTION A -A I BUFFER STRIP PERMISSIBLE Y CONSTRUCTION 4--' JOINT in oin V 1 O DD SECTION B-B 4- CROSSWALK ❑ II R �� ° 6/Y A 4' SWNRE LANDING Wi9CE OF TRAVELWA' NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET I OF 5. CROSSWALK CURB sEl L BE PROVICED FO PERPEWICULAR CROSSI WEA K RITN THi MANNED COSSWkAR THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT cuR0 4' BUFFER STRIPSLOPE IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 6sDEwkN TYPE B PARALLEL APPLICATION ROADWAY GRACE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB. 6" CURB 0 4 6 1 5 ] 2 5 8 3 6 9 4 B 2 5 10 t5 fi 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07n6 WITHIN CROSSWALK LANDING 48.1 MAC. DIAGONAL PLACEMENT SLOPE LANI 43.1 MAX. LNNNG".I MAC. MOPE SLOn[ cuRe CURB CROSSWALK �I2;, • R = 'v CROSSWALK Max' FJ OR GMRe n <� n Gu e WITH BUFFER STRIP GRAM concRETE P, WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPEFEREN REFEREN TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 HALF PLAN VIEW AH1 HARDENED, TEFLON COATED SEE STMDARM SL-1 FOR APPLICABILITY OF SAFETY SLABS. B 8/a"-13 USS FLAT WASHER WASHER SHIM 4" MAXIMUM STUB HEIGHT •RAP 4!R (21/2' RECOMMENDED HEIGHT) STANDARD MH-1 NOTE' FLAN E GRADE a LARGE T FRAME M COVER THE TOP OF MASONRY IS TO BE LEFT FLANGE NUT 1r ADJUSTMENT LOW TO PERMIT PROPER I GRADE BENT OF COVER AND FRAMEOR TO NIA^-,6 x 31/j' GRADE 6 HARDENED, TEFLON COATED 1+ GRADE BY THE USE OF MORTAR OR FLANGED SHOULDER BOLT WASHER SHIM ' •' BRICK AS DIRECTED BY THE ENGINEER. SLIP BASE BREAKAWAY PROFILE DETAIL NUT SLIP BASE BREAKAWAY DETAIL MATERIALS: TUBE RECEIVER - 3" x 3" x 7 GAUGE ASTM A500 GRADE 0 TUBE PLATE - ASTM A572 GRADE 50 TOP PT RECOVER/ FOR 2%2SSQUARE POST NOTES: I. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER ;'1" HEX HEAD, THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE -Y�" HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER HEX HEAD UNTIL THE I&" HEX HEAD TWISTS OFF. SPECIFICATION A COPY OF THE ORIGINAL SEALED ANp S REFERENCE SQUARE TU 0.3125" R MINIMUM WA THICKNESS IS 0.2 RED] -TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL FORGING SLIP BASE TOP FOR 21/2" SQUARE POST WITH CAST IRON LOCKING WEDGE %' HEX IN" HEAD 21N" O - I" /N HEX y 13 THREA05 �4" ]16 /2 HEAD 1� " TORQUE FREE MATCH PLATE HARDWARE DRAWING IS ON FILE IN THE CENTRAL OFFICE. `vpOT SIGN POST ROAD AND BRIDGE STANDARDS FOUNDATION TYPE B AND C DETAILS 00 REVISION DATE SHEET 7 OF 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1321.16 L DUMETER-41-8"+(2 X WALL THICKNESS) -' I SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45- EXPANSION BAR E mal WE IN BARS SECTION A -A KEYED CONST. JOINT WARPED GUTTER - . I ro- B A APPROACH II I I GUTT p = _ W - A�' BARS F BARS E I Tk3" DIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS F a•• 1' a• B'• BARS e - - - - - - (GUTTER REMOVED) 3•-0' Me sX'/, BENT PLATE SECTION B-B ,`a N /4' R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CO-7 STANDARDS. • -,� L21/,2'X21,z/6Z1, A" GN.VA&ZED TYPET WITH TAN B NOSE DETAIL SHALL BE USED CGR & CG-6 STANDARDS. TYPE A TYPE B TO X 4" STUD SHEAR CONNECTOR WELDED GALVANITOR PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 88.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH ''/2' % 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ 7APDI-3Ax L_ DI-W L a_3c L Pft. PAVEMENT _ _i WARPED PAVEMENT r a x7oj, x IA _ - - - FLOW x ROW I/� I f.L,2W T_D„ IJ�L`j- 1 \/AeLI,- I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR uSE w SAGS WITHOUT GUTTER aOTH SIDES TO BE SYMMETRICAL NIV ROAD AMC BRIDGE [:)O STANDARDS SPECIFICATION STANDARD CURB DROP INLET REFERENCE SHEET f OF 2 REVISION GATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CHI I/2 SECTION CAST IRON �r I/2 SECTKN STEEL 2'-7" NOTES LUGS TO BE Y-9 " L 21/i' X 2%2" K Ili' 1. DEPTH OF INLET Go TO BE SHOWN ON CAST WITH 10'-411 LONG PLANS. FOR DEPTH GREATER THAN 10' USE 8 r STANDARD CHIA 28R�EIRIBS-< OPTIONAL W/ •, 2,_7, BI/ , PLAN TO, MAX. RAX. 20' 8" CAST 1 GALV. IRON 1 STEEL 88 ± 43.6 LBS 3 LBS 1 INCLUDING INCLUDING LUGS CONNECTORS B 2. THE "H" DIMENSION SHOWN ON THE STADARDS MAID SPECIFIED ON THE PLANS WLLL BE LEASUREFROM THE wVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ME APPROXIMATE ONLY FOR ESTIMATING ALL SES AND THE Al DIMENSIONS ONNECTORS SHALLO BE DE ERMINED BY TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4,_2, I2" z T/2" z 4•'J jr 1 %2" z 4" STRUCTURE. PLAN LI105 I 12' i BI/2" CONK CONTUD NECTORS 4. N THE EVENT THE INVERT OF THE (GRATE REMOVED) r--'I--'I SEE DETAIL A DUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED CEMENT MORTAR TO PREVENT N��\ SECTION B-B COLLAR DETAIL I MIN STANDING OWITH IN THE STRUCCTURE.THE N NG CIOST OFWATER FURNISHING AND PLACING ALL MATERIALS INCLUDED TO INLET SHAPING IS TO BE INCLUDED 11 „ -}I, L N THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS FOR DETAILS SEE CAST IRON ONLY STOM"DARRDOSRTEATER. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A p 1 N-PLACE. 4•-2" HARDWARE CLOTH 2' 6" 1._3„ SEE DETAIL 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY II C-C TO BE I 2' 7" I I I 4" DEPTH AGGR NBB. M78 OR I PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. N LIEU OF DOWELS KK11 A _ 4B z 8 11RDTH .� A 2"X4' NOTCH MAY BE PROVIDED. 4 S A4 EV SEE STANDARD , 4 FOR S S S A COLLAR Y - 3" DIAMETER WEEP HOLE (� DESIGN. ALTERNATE DESIGN. �I x I3 �N �, 12" SEE NOTE B 4 N P3" DIAMETER LASTIC HARDWARE CLOTH I/,}1 MESH S. OR GPLVAMZEDESEELLWIRE AAMMUM2 /2"-16"-18" OR 24" WIRE DIAMETER 0 3". NUMB 4 MESH eA (n oh HARDWARE CLOTH ANCHORED FIRMLY iv T'N NIP A TO THE OUTSIDE OF THE STRUCTURE. A' sA•,>Qs u 9 IN CONCRETE IS BE a A33(CAST CLASS000 PS). PRECAE 1ST CONCRETE`+H+ 1. SECTION A -A �/ I I�,RT��1 -_'o D. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETIL B MAY BE SUBSTITUTED FOR THE CASs IRON ASTIRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCREE PIPE - 1.628 CU. YD. CONCRETE it/A" APPROAST i'1" CAST GRATE 383 I IRON WEIGHT ± 1B LBS fl. DUMP NO WASTE DRAdNS TO WATERWAY LETTERING IS REONRED ON ALL 01-1 II CONCRETE PIPE - 1,528 CU. YD. CONCRETE II++ �I 24" CONCRETE PIPE - 1.817 CU. To. CONCRETE SECTION C-C SECTION D-D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. ADD OA69 ADDITIONAL FOOTDOF DEPTH. GRATE DETAIL xv=r STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDMDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE) MAXIMUM DEPTH (IT) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 MAX. 6'-0"�--�-MAX. B'-0" GRIPPING RAIL SEE ROAD PLANS FOR RETANING HR-I 4%z' U.C. PIPS PIPE PICKET WALL DETAILS. I 41/e" O.C. s/e" SOLID PICKET % -r D MM. 6'-0" MAX. B'-0" I I GROUNDING ELECTRODE - - RAL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING I' 3" MAX. ANCHOR BOLTS B 30 Y J 3 ~ 2N 11 (JOINT MIN. NMN SNP931-05o0.D' SCHEDULE 040PIPEPE MIN I EXRETANING PANSION PICKET522 )'n OLE 3" MAX. OR s "MIN. SOLID STEEL SMOOTH ROUND ROD 1 - HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) iA •" SEE ROADWAY PLANS n 2" min. 12" OR TYPICAL SECTIONS CONCRETE STEPS FAR DISTANCETO f%i' NPS SCHEDULE 40 PIP POSTS 1%' MIN. NPS 0.9U O.D.) SCHEDULE 80 PIPE 4'x0" SIDEWALK OR SHARED GRIPPING RAL GROUNDING RAILS : f/i' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. MINI, VA" min MIN. ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES HALF SECTION A -A s/¢" SOLID STEEL SMOOTH ROUND RO 1. THE GONTRATOR SHALL SUBMIT DRAWINGS DETAILNG ALL (WITH FRAME AND COVER REMOVED) CONCRETE FOOTING TO ASPECTS OF FABRICATION AND INSTALLATION OF RALING, INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BRICK CONCRETE BE DESIGNED BASED ON GRIPPING RAIL DETAIL TO SHOP DRAWINGS SOIL CONDITIONS. 12' CHOR BOLTS (FOR USE ALONG SIDEWAKS PAID RAMPS) BEGINEER SIGNEDPRIOR AND SEAED BNYL ATPROFFESSIONPL ENGINEN. ER, MIN. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING W GRIPPING RAL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA THE SIDEWALK OR RAMP GRADES ME EOUAL 2. ALL RAILING COMPONENTS AND FASTENERS SRALL BE GALVANIZED IN NOTES: EARTH FOUNDATION DETAIL GREATERTO OR PERCENT. GRIPPING CIEWITH THE CURRENT ROAD BRIDGE SPECIFICATIONS. TNS 1. QUANTITIES SHOWN ARE FOR MANHOLE RAL WILL BENCIDENT& TO THE COST O (FOR USE WITH TYPE II& IIIRMUNGS) THE RAILING. TOACHIEVE A UNIFORM COATING ON ALLSRFA S VENTING AND DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO SHOP DRAWINGS. 3 FASTEN RS SHAL BE IN ACCORDANCE IT ASTM A307 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 L437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0. 85 3.009 11 1 1.9 0.970 1 3.455 12 2.2 0.970 3117 13 2.5 0.970 4.179178 14 1 2.8 0.970 4.541 15 1 3.1 0.970 4.903 16 1 3.4 0. ] 5. 5 17 4.0 1. 73 6. J2 INCREMENT 0.45 0.582 MANHOLE FOR 12" - 48" PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION OBTAIN TRUE QUANTITIES. . ML W H ASTM A563 AND ASTM F844. AL ANCHOR BOLTS SHALL BE .IN 2. A BASE T14CKNE55 OF 9" WAS USED IN -_ MAX. 6'-0" MAX. 6'-0" SEE ROAD PLANS ACCORDANCE WITH AASHTO M314 GRADE 36. COMPUTING CONCRETE QUANTITIES.41/t' O.C. )'q' NPS PIPE PICKET FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S MARCHED MATERIAL 41/B" O.C. 3$" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS PAID SHALL 3. INCREMENTS TO BE ADDED FOR EACH BE INCLUDED IN THE SHOP DRAWINGS. ADDITIONAL FOOT OF DEPTH. 5. POSTS SHALL BE MITERED TO MATCH GRACE OF RAMPS, SIDEWALKS. AND STEPS. 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS MD PICKETS SHALL BE SET PLUMB. 5.6 BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". I 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. OTHER THICKNESSES ME TO CONFORM I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE SHOWN FOR TCONCRE WITH ST'D. FE-6. ETHICKNESS 9. COMMERCIALLY AVAILABLE RALING SYSTEMS MAY BE USED IN LIEU I I T NIA AN F RI N w. M NTATI N FROM 0 DESG G O M C G E R L G DOCV E 0 B. ALL CONCRETE TO BE CLASS A3. ANCHOR YIN H THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ME RAILEXPANSION JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE W 7. WHEN SPECIFIED ON ALMS THEG INTERVALSNOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN INVERT TO BE SNARED IN 30 FEET. ACCORDANCE WITH 1. ACCORDANCE WITH STANDARD IS-1. A 1'-3" POSTS 2" MIN. NPS O.D.) SCHEDULE 80 PIPE D IN AC T. HANDRAIL T ACCORDANCE WITH T LATEST ITT- F 0 0 BE N C DANCE HE L ES EDITION 0 THE COST OF FURNISHING AND PLACING WALL 2.37S'" RAILS :2" MIN. PIPS <2.3]5" OD.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BALDING CODE. ILL MATERIALS INCIDENTAL TO THE SHARING 5 TO BE INCLUDED N THE BD EXPANSION JOINT EXPANSION PICKETS '" MIN. NPS 11.05" O.D.! SCHEDULE 40 PIPE TO 11, THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PRICE FOR THE STRUCTURE. OR MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING ELECTRODE PEDESTRIANS AND SHOULD NOT BE PLACED IN MY LOCATION WHERE IT MIGHT BE SUBJECT TO MY VEHICULAR IMPACT HR-1 TYPE III BICYCLE RAILING FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE HANG SHARED USE PATHS) BE USE `v�T ROAD AND BRIDGE STANDARDS N R SPECIFICATION REFERENCE P COPY OF THE ORIGINAL SEARED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING VIRGINIA DEPARTMENT OF TRANSPORTATION `�/�-F AND BRIDGE STANDARDS 105 238 504 REVISION DATE SHEET 1 OF 5 REVISION DATE 7/11 SHEET 1 OF 1 706.01 601.05 S ALTH Off: O CRAIG W. I KOTARSTCI > Lie. No. 0402048507 XP� 0 10/ 02/ 20 C1 AL;�' 07 E 0 N OV N N > E w e E Q 4.+ 3 LL LL O m Q J U m WJ -Lr; h4 WO CO 7 �i 0 X ] Wt 3 j. M X N = U > N C Ui O a, N v M [L -IT DD w CD H O a_ CC U Cn w z O U) > w CC DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z G FEl_0 LOUa JAn O WD w LiJ 0 L 0 3 D N Lu e a C l0 F� o In N D a 16 a > U J_ L m Lu z LLI O u 0 0 O I 06 3 U ca G C .I Nl v, H� W CO w 0 o C) Q O D z a O C E E Z a m O a D_ O 111-4 Cr z z O 0 I� H z 0 >O L O G O 2 0 L \�-E JOB NO. 44493 SHEET NO. C1.1 EXPANSION JOINT WITH EXIST GRAD METAL INSPECTION FRAME W/SOLID LID 4" r-ii'1 i)t PREMOLDED EXPANSION 1/4" SEALANT (NEENAHR-1975OREOUIVALENT) TOP OF CURB R=2" I ! /F�f� / 0 i "ZIP 3"CONCRETE COLLAR FILLER, STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6X6 W2.9XW2.9 SILICONE SEALANT RUSHED STONE BEDDING����� ° 6" O U cRAIG W. J. KO'rARSKI 2„ 6" DI CLEANOUT ����� a Lie. No. 0402048507 a T 10" 3,000 PSI AIR ENTRAINED PORTLAND a I CEMENT CONCRETE /�\�/�\� -SURFACE - - �q � 10/02/20 C�4✓ s''ONAL 0 PL 44 6" TYPE 21A STONE COVER OF LINED j COMPACTED SUBGRADE (CBR 11.2) x//\\ ^� E 0 o CLEANOUT DETAIL No Scale ° VDOT A-3 CONCRETE N DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS SUBBASE N > E SIGNAGE NOTES: CONTINUE 21B STONE BASE I—W > 3 ¢ LL o 3 22 Lu Lu HEAVY DUTY CONCRETE SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH FROM ADJACENT PAVEMENT o U. 2 g THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SECTION UNDER CURB W s O O No Scale REVISION THERE TO: w N C� m 0. D U A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VDOT STANDARD CG-2 CURB a m o N 2 Z u) ti No Scale B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC z "' w M n~~ = = Z Lu SIGN CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE D v v W STD. U POST SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. o X � m C) O O U U p GALVANIZED 2 R ¢tri Ln d d 3 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE (�4 o a, " > w O p FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN d a CONC CURB AND GUTTER CLASS 3A, a � NOTE 1 ABOVE. a (Pc=3,000 PSI) CONCRETE \ C) w p O CL O O U xj 6" j Of u 6'Ln 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND —� j a U) a WITH 13" a 2 p INSTALLED STANDARD U POST GALVANIZED BY THE CONTRACTOR. \/ _ ea 0 REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS a a a. a d 7" \/ ° °. a 4 p _ O � O ti Lu U, 5: SOLID WHITE LINE (NP) TOP ° a qa d �70 0 CC Q� ct� _ o v 4" MIN. W (Nry \ \ NN \ \ - — - �\\ �(VARIES) l o oElul o I 2 F Q ^ N (>1 ti M N\ N �\ �\ �\ /\ �\ %\ �\ IIIIII—III STD. \ .\\ 6„ „ 6„ 2,_0 o - R1-1 CONTINUE 21 B STONE U7 DATE NOTE: STOP SIGNS TO BE30"WITH STOP BAR DETAIL COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION > 112112020 SIGN AND POST DETAIL HIGH INTENSITY SHEETING NO SCALE UNDER CURB 0 No Scale DRAWN BY RESERVED RESERVED A. FONTAINE VDOT STANDARD CG-6 CURB & GUTTER PAWNG PARKING SOLID WHITE LINE • • DESIGNED BY A. FONTAINE 2" R No Scale TOP OF CURB 2 5 1" R • CHECKED BY 4 PEiVAIn� 6' 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A • C. KOTARSKI THE DEPTH OF CURB MAY BE S r�� � o 0 0 • • o , $W_ �_�� SCALE A MINIMUM OF 13" AND A MAXIMUM OF 19" > SURFACE TOW AWAYZOIE TOWAWAVZOIE o 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE NIA / 16" (TYP.) (TYP.) o o VAN/\\//\\�\\\/;\�/�\�\/\�\/\�\/\�` T ABOVE ACX�LE T ABOVE BASE VDOT A-3 CONCRETE FINISHED FINISHED STRIPING AND SIGNAGE DETAIL COMPACTED SUBGRADE • ° GRADE GRADE (PER GEOTECHNICAL REPORT) z No Scale SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR w 4" MIN. CONTINUE STONE BASE SUBBASE PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) .............................. . . DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS FROM ADJACENT PAVEMENT I WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL 12" MIN a SECTION UNDER CURB 1_6"7" BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 1.5"DIA GALV. (TYP.) O LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale VDOT STANDARD CG-3 CURB VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, RAIL (TYP.) J W > No Scale WHITE BACKGROUND, 2'-10" LLI EXP. (TYP.) 2" ASPHALTIC CONCRETE SURFACE z'-1o" JOINT COURSE-SM-9.5A Q PARKING SIGNS FOR THE DISABLED 12" MIN FINISHED 3" INTERMEDIATE BASE COURSE - BM25.OA 0 No Scale o OVERLAP o 0 0 0 6" TYPE 21-B AGGREGATE n GRADE (TYP) 12" 0 0 0 w0 FABRIC 8" MIN. o o o BASE COURSE o CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK (TYPO 1I8" o 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE o 0 0 0 WASH C� 1./�/ /\ COMPACTED SUBGRADE 8 \\% ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN 1/2 R U)VDOT #57 '1 11 ' FILTER FABRIC WRAP STONE 12" MIRAFI 140N OR EQUIV. LOCATION) AN HANDICAP SIGN (MAX.) ^°_�/A/A/A/\/A/A/A 1'_4^ 8 5 COMPACTED SUBGRADE GEOTECHNICAL REPORT) < } _I QQ LOCATION (TYP.) FINISHED (PER F 4" DIA. PERFORATED GRAD Z r PVC PIPE 2 2' 2' . EXP. CONCRETE JOINT DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Lu = W o� o #3 REBAR (12" O.C.) > O C)SH DENOTES GRAVEL SECTION ON PLANS 0 0 o EOP FACE OF cuR6 PAINTED / 18, 18' 1/8 WA 5" # 57 STONE ~_ a. a w O J U Q 06 HEAVY DUTY ASPHALT PAVEMENT SECTION o PER OT 411+ 4„ SP C PAINTED 8° 1� . No Scale , ^ Ly v I W ~� m W L r GRAVEL SECTION STRIPE 1'-O" (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2"AT SPLICES Q O No Scale (TYPICAL) 8' 5' 8' 8' 8' I�� a � NOTES: 13" 1. FINE BROOM FINISH ALL STAIRS. NON -SLIP BROOM FINISH 1 Z TYPICAL VAN COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 1- 4" 3. SEE PLAN FOR RISER HEIGHT 4" DIAMETER STEEL ACCESSIBLE ACCESSIBLE 7 Z PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE O SHALL BE PAINTED TYPICAL PARKING SPACE DETAILS EXTERIOR STAIRS WITH HANDRAIL VARIABLE WIDTH' MAX. CROSS SLOPE2% ~ YELLOW 0 f No Scale No Scale - . " I - 1 '. 4' I /\A���\��� ���VA��� PAVEMENT 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2' FROM EP o \ / 2'-0" DIAMETER CONC. FOOTING 7-1/2 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED O CONCRETE a a ` 6„ 7-7 1 � 5 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER LL EP o 0 0 0 o EXISTING �^ AGGREGATE BASE 5 ANCHOR WITH /e" REBAR IMBEDDED 24" IN GROUND; 3.5 5' Aj AVAj�AAj�AA/�AAj�A �Aj� COMPACTED SUBGRADE o o 2 PER WHEEL STOP MILL AND OVERLAY SEQUENCE://\//\j� REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE //AA DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN — SOB NO. NEW ASPHALT SURFACE. ACCORDANCE WITH VDOT STANDARDS. 4449.3 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. I C 1.2 No Scale No Scale No Scale No Scale No Scale 0 C a 2 Fc 0 m 0 c �a v 0 o cD a0 2z 0Z a0 o � E a � 0 m a � o� CD o� Z Z m O d m a � m 0 FL 0 m Z Y2 � N X C 0.0 N ti 2 m 0 �8 `o E a 0 m v m ME 0a o 2 2.2 N 2 a C N 0 0 N 0 C V aP N N F E AlbemarleCoudy Hydrant Flow Date of Report Service Auth`rity 8/15/2019 Mfg"°°� rig Test Report IGU Seed, Rued Charlottesville. VA 22911 (4M) 9114511 Location DISCOVERY DR Date and Time of Test 8/15/2019 10:13:00 AM Minutes of Flow 2 Pipe Size (Inches) 8 Pressure Hydrant 11913 Static Pressure (psi) 109 Residual Pressure (psi) 96 El Q20 Looped Q20 Multiple Inline Hydrants 66 Q20 Single Flow ICI Sprinkler Test Single Flow Flow Hydrant #1 11894 Pitot Pressure #1 (psi) 50 Yellow 1 W1 Test Flow 1 1190 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant#3 Pitot Pressure #3 (psi) Yellow 3 r l Test Flow 3 0 Total Estimated Flow (gpm) 1190 AWWA Q20 Calculation (gpm) 3362 (Value of zero in Q20 indicates insufficient pressure drop for calculation) Comments Hydrants opened all the way For method of calculating picot flow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA. for yellow Pollard diffusers, a best 0t third order Polynomial equation of the Pollard flow vs, pilot pressure gauge is used. Estimated Consumption (gal) 2380 For use for water audit Signature of Tester: 1 Legend 4672 T CSA t / / --- �•--- nService, ice, Ownership K I Not In Service, ACSA Owned O i 1 Not In Service, Private Ownersh ? t564 _ -. In Service, Private Ownership y In Service; ACSA Owned 11176 ACSA Fire Line O J WSA Water Main Utility Type / 1670 Flow Hydrant �,�__--' / Af Potable Water 11894 \ Lb Raw Water Static Residual Hydrant 11913. % 1176 538 I 1725 onr S. 8r• 8 81, 6,6p536 Ssq S S2pA B 1J 'Sa4 06 ,,�a \�- 1610 Utilities, structures, lot lines, and all appurtenances indicated on this map are intended for general N �p�88�G71OW Fsr 8� q�� layout and reference location only. This printout is not intended for any other use than for preliminary planning and general location purposes. Thewm utilities shon this map are believed to be scouring,rLM however, recent utility improvements and/or system changes may have been updated since the Gme of his printout. Any determination of topography or contours, or any depiction of physical W E Service Auth4rlt7 improvements, property lines or boundaries is for general information only and shall not be used for the design. modification,. or construction W improvements to real property or for flood plain determinalion., S Contact ACSA directly for specific utility locations Aerial Imagery® Commonwealth Of Virginia 0 60 120 180 240 Planimetric Data Property of County of Albemarle Feet ACSA SWff MMIDD120YY FIRE FLOW TEST REPORT No Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL 8 24' IN 8" MIN MI MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFILL 4 UNSTABLE a• C.�;e SOIL\ MIN. MIN. MIN STONE GRANULAR FILL AS �,°�APPROVED BY ACSA ?1 ^CK' STABLE SOIL OR CK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. &THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 TD-2 - WIDEN TRENC ir ACCOMMODAI ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL I TEE AND PLUGS VOL SIZE OF CU.YD. FEE CUND. BEND L I H I T I L I H I T 90 2.50 2.50 3.01 0.24 q• & 6• 45 200 225 1 280 0.15 2OD 2.25 2.50 0.15 221/2 1.50 2.00 252 0.10 11 1/4 1.50 ZOO 250 0.10 90 3.60 3.16 3.21 0.48 45 286 286 Z77 0.26 B' 221/2 1.66 2.16 269 0.13 3.16 2.91 266 0.32 11 1/4 1.86 2.16 267 0.13 90 4.83 3.83 3.42 OA3 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 221/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 284 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 - FOR BENDS Be & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE A I B I C E F - 14• t 4' B^ r-] s- 2'-11 1'- 7-8 1 Tw 11 1/4' fee r S- 7-e 2'-0 S-01 r 12' S- 4' ]'-0 2-3 3'-0' 2- 14' S S-8^ 3'- ]'- • • 2 IIr 4" - e 2-9 3'-0 2-e 1'- r-e• 1 1 4• e' S- 4'-S 2-e• 2- 3'-S Y 1/2 la- S-3 e' S-0 2'3 3 4•- 2' 6 3' 4• - 8 S- e' T O' 3'-3 3'- 2 1/4 B' S-8 8'-8 S-0' S-8 B S-' 2 1/4 46' 10' 4'- T- S-O 4'-3 3'-' 2 1 4 1 2 3" THREAD B CHART FOR UPPER SECTION VERTICAL BLOCKING NAM: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.TS FIG. W-3A ID-4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTIIES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES (27o1 MIN r TO 10' (z 1W-22" ALVE 80 7 CU. FT. #68 STONE 42"MIN ,• _ :' 6" GATE •".I VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAIN NDIST USTURB STABLE SOIL STEEL PILL 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. S. 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 TD-8 PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� n u =11 ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE UNE 2500 P.S.I. CONCRETE •8 ° 2'x 2' BEARING AREA. THRUST BLOCK •, C A, < d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I TfP- CRIMP AND ROLL END OF COPPER PIPING y 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6R Tn-n VARIES BOX TO METER BOX (SEE FIG. W-6, THRU-7E). --IML- I I J IIVARIES 2' COPPER WATER MAIN­y/ `M.J. FITTING 4" DIP "PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4• UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECrAT MAIN WITH X"x4"TEE • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-S FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINEDJOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE HIS FIG. W-BC IU-1Z PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1 r' METERS) NTS FIG. W-7 TD-13 METER SIZ DIMENSIIHI DINENSII N DIMENSION A H C I I/2' 3'1' 5"yr 3'8' 2' 3.1' 5"0' • ' 3 5 4' S' MIN. 12' NINE ' Him GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, SI➢E VIEW t � 8^ MIN. I 17.8^ 8• ION. a . .• (22.8' FOR COMPOUND METER) a Is a '.' .a o.i.'• .. 'a ` (226' Felt COMPOUND MVM) • . 1 MN-17.5-� yT}I „•4 37' MN. 12! MIN. MINGNUT LOCKING ASSOAULY NOTES: 1. PROVIDE A Be THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2" METER) NIS FIG. W-7C I U-1 b REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE LINTIAL - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS 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 B B013R HINGES I l I DIAMETER ➢READ HOLETOUCH READ I I I I UNITS.FDR N I I I I TOP VIEW I I 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH I LIFT HANDLE I L---------------- 24' X 36' ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W-7A TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 an e r try dig of of ZO �ggE y gs _ 3: " a LL_ ° pO rME el � ptoi O $^ FO iiE o� EE O `PIpE m qEGo W 14 Hm Nra nC, R,P, �G 1 O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-FD TD-14 TD-31 S p LT1I ®� o`er -,;�' U CRAIG W. I KOTARSKI > Lie. No. 0402048507 14 "0 10/ 02/ 20 �w y E 0 0 o+ u N V) N G > E E 22 W ¢LLo3 ZZ U, of f`~•1 a = U co z 0 0 w .J•t -M O LD w 1- Z Z~ �X U OU OU Lu a_�LL LU o5glgg of I%ai p ���0 04 mod. »OU c 2V >do 0 R QO QOQ d ~ c � U-) O N UJ v M CKUJ ti Z 2 a � OQQOO q Li BIT 0 C)� Z2Z0 0 00I LIT o �LU �(171 � IY x N N w H n Ch rn N CV \ 4 NO\O Z O UI DATE 112112020 O DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • 1 KOTARSKI SCALE N/A z a o c Uj a ai J m _ W U c > 0 W as 3 0 c LU / c laaa m � Qo L to _ 0 doa a (n > J_ od od m W z I- I r t G >Q LLI c 0 C) .o ��xx o 0 LU J W 3 a (n w W = l� m 2 a 0 a Z� ' c E z c m 0 0_ O 1 O Z O 0 l< F O z o J `c m 0 > us _ LL U N N r Qm > E U 0 d Ta U ]08 NO. se w 44493 c SHEET NO. c C1.3 us (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING RED. SAME AS MIN, SUMP) WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: / 4" -12" FOR CORRUGATED HOPE (ADS WIZI-ANCOR DUAL WALL, J ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C9D5, 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 02321. 1 - GRATESISOUD COVER SHALL BE DUCTRE IRON PER ASTM A536 GRADE 70-5005, WITH THE EXCEPTION OF THE BRONZE GRATE 15) ADAPTER ANGLES ARIABLEO°-360 AOCORDINGTO 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 PART III DRAWING# PEDESTRIAN MEETS H-1" 1299MP 70D1-110202 STANDARD MEETS H-%I 1299CGS 70D1-110m SOLID COVER MEETS H2O CC 7WIAI020/ PEDESTRIAN BRONZE WA 129DCGP8 7001-110-205 DOME NIA 129KGD 7WI 11n 206 DROP IN GRATE LIGHT DUTY 1201DI 7001-110021 2- FRAMES SHALL BE DUCTILE IRON PERASTMA536 GRADE 70-5005 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIAL JI0VENDNAAYE BUFORD, GA 30518 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. 7001-110-065 4- DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALLCONFORM TO NSD3212 FOR CORRUGATED HOPE (ADS N-171HANCOR DUAL WALL), N12 12HP, HP, 8 WCSEWER 5-ADAPTERS CAN BEMOUNTED ON ANYANGLE 0"TO360". TODETERMINEMINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001.1INIZ OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLASr. =13wno DATE 03-2946 PHN(720) 932.2443 v r� FAX (770) 932-2490 r4 u�� w .n to Msl-us.com %' P REVISED BY NMN DATE 0}11-18 PROJECT NOJNAME TITLE 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 12I DWG SIZE A SCALE 120 SHEET IOF1 DWG NO. 7001-110-189 REV E 1201 DI APPROX. DRAIN AREA =39.75 SO IN APPROX. WEIGHT =15 LBS NY LO LAsp �b -H 3 o 0 y PP 014.95 OUCT I L E 1 LOIN 1.25 011.64 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 313MROKAAVE DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT SUFORD, GA30518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOESNOT CONFER, DATE 35-00 PHN(no) 932.2443 TRANSFER OR LICENSE THE USE OF THE DESIGN OR FAX(7Po)832-2490 QUALITY; MATERIALS SHALL CONFORM TO ASTM A536 GRADE 704XF05 TECHNICAL INFORMATION SHOWN HEREIN Ny ® aSt w nyloplwas.com PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REVISED BY EBC PROJECT NOJNAYE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, ORMANUFACTUREOFANY DATE 413.11 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12IN DROP IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM WLOPLAST. mil wrLOFum MG S¢E A SCALE 19 SWEET 10Fi DING NO. 1001-116021 REV D 1299CGC APPROX. WEIGHT WITH FRAME = 39.90 LBS LHOINGICOVER Y ACCESS 1.81 356 IE v o T 13.56 -4- 13.38 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSEBSUBJECT MATTER IN WHICH DRAWNBY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEPT BUFORD, GA M519 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE 3-346 DUCTILE IRON PHN (770) 932-2443 GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USEOF THE DESIGN OR FAX (770) 932.2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70.5005 TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY EBC PROJECTNOJNAME �✓ ®7- ��� NvnvnYloplut-us.cam PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OFTHIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE M6.10 121N SOLID COVER ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM WLOPLAST. mmlo.vLawesT DWG $IZE A SCALE 1:9 SHEET 1OY1 DWG NO, 7001-110204 REV C NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHT AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING RED. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 0°- 360" ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"- 15"FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) I- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE 2. FRAMES SHALL BE DUCTILE IRON PER ASTM A535 GRADE 7MG05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO.7001-1100B5 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANOOR DUAL WALL), N-12 HP; & PVC SEWER 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE O° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 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. 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 (6" MIN. BASED ON MANUFACTURING RED.) 4" MIN GRATE OPTIONS LOAD RATING PART # DRAWINGS PEDESTRIAN MEETS H10 1599WP 70014105DF STANDARD MEETS H2O 15MGS 7001-1102OB SOUDCOVER MEETS H2O 1599CGC 7001410-209 PEDESTRIAN BRONZE NIA 1599COPS 7001-110210 DOME WA 1599CGD 7001410211 DROP IN GRATE UGHTDUTY 1501DI 7001-11GQ73 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°-39 ACCORDINGTO PLANS (4) VARIOUS TYPES OF INLET& OUTLETADAPTERS AVAILABLE: 4" -36" FOR CORRUGATED HOPE (ADS N-12HANCOR DUAL WALL, ADShVMNCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40). PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1 - 8'-3T STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A530 GRADE 705005. 2 - IT-W FRAMES SMALL BE DUCTILE IRON PER ASTM A538 GRADE 7D5005. S" & 10" STANDARD GRATES FIT DIREC71Y ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110M.. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTUREDACOORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-M. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-12HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4'-W), 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" T0380°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. T001-110012. 6 - 17-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - W & TO -STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY, NO CONCRETE DOLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE BMIN 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 S' MIN ON 30' & 38' ACCORDING TO PLANS (6" MIN. ON 8" -24", 10" MIN. ON 30" & 12MIN. ON 36" BASED ON MANUFACTURING RED.) 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 02321. NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. Op MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET& OIITLETADAPTERS AVAILABLE: 4'-36" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC OWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - 0' - WIDOW GRATES SHALL BE DUCTILE IR014 PERASTMA538 GRADE 70-500 2 - S' & 10' DOME GRATES FIT ONTOTHE DRAIN BASINS WITH THE USE OFA PVC BODY TOP. SEE DRAWING NO.7DDi-11D-M. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTUREDACCORDNG TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINSOVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7W-110,W5. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4-- 361. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO W. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70014 104012. 6 - 8' -30' DOME GRATES HAVE NO LOAD RATING. (5) ADAPTER ANGLES VARIABLE 0' - 360° ACCORDING TO PLANS W MIN ON 30' &36' (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (S' MIN. ON 8" -2A", ill' 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 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST 24" DRAIN BASIN: 2824AG __X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (s( ADAPTER REQ, SAME AS MIN, SUMP) ANGLES VARMBLE O°-3N ACCORDING TO P ANS (4) VARIOUS TYPES OF INLET& OUTLETADAPTERSAVAILABLE: 4"- 24" FOR CORRUGATED HOPE (ADS N-12HUWCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASIR A536 GRADE 705005. 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A538 GRADE 70-50-05. 3 - DRAM BASIN TOM CUSTOM MANUFACTUREDACCORDINGTO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO.7001-11"65, 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-12JHANCOR DUAL WALL), N-12 HP &PVC SEWER 6 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE D' TO3W. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110912. 18" MIN WIDTH GUIDELINE 8" MIN 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 (8" MIN. BASED ON MANUFACTURING REQ.) 4"MIN 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. GLATE OPTIONS LOAD RATING PART DRAWING# PEGESTRIAN MEETS HIO 2499CGP1 7001-110218 STANDARD MEETS H2O 24p9(:GS I7001-11021T SOLD COVER MEETS H2O 2499CGC 7001-1104218 DOME I NIA 24BBCG0 7001-110219 DROP IN GRATE I LIGHTDUT' 2401DI =I-110075 2499CGC APPROX. WEIGHT WITH FRAME=138.00 LBS 1.50 3.04 NI r O I Q 0 � 0 O I O o I O DUCn IRCN O O 024.75 028.50 0 O DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-8-06 DUCTILE IRON PHN (770)932-2443 GRATE MEETS H•20 LOAD RATING TRANSFER ORLICENSE THE USE OF DESIGN OR l�✓�� aS` FAX (770) 93L2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE M50-05 TECHNICAL INFORMATION SHOWN HEREIN REWSEDBY EBC PROIECTNOJIUUME •wN.^rloPlul ws.ccm REPRODUCTION o6 THIS PRINTORANV INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO, DATE 3-13.10 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS I4IN SOLID COVER ASSEMBLY -TYPES 7001-110-025 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 4NOIomoAAsr DWG SIZE A SCALE 1:10 SHEEP IOF1 DWG NO. 7001.110218 REV C rS p LT1I ®� U CRAIG W. l KO'rARSTCI > Lie. 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I " / . I _ / / / \ // \ / 5" DECIDUOUS / 1 ! \. \ \ +\� + \ + + + + \+ + + \ +.l 1. l .l . 1 1 / / //\ / _ 5'QECID000S + t / \ \ \ / \ / SD CURB INLET \ ` ! /. - _r I / \Py�///� j ' TOP = 543,98' \ \ 141 �+ + + + \+ + + + +\ ++I l l-! "l /I - _ Q �/ / \ \ ASPHALT ASPHAL7� INV OUT = 543.98' ASPHALT I + + + + + + I \ I 18" PLASTIC I 1 I I I +Z + \ + + + + + + + + \ \ _ \- I.1�1 +\+ + + +\ + + + \ + / + / f / 6 I �I I I DUMPSTER / \ \ 5"DECIDUOUS '`hj / \ \ 5"DECIDUOUS 5"DECIDUOUS _ - 1' .+.��. I I I.I®'-�I I AREA I' \\ / i// / \\ - - - -�' / - - - li I I 1 I II I\\+++fit++++++\++++++I \\ + - - 20' DRAINAGE wv / \+\ + + \ 48 i-LA DS I }/ 11 EASEMENT / / \ o ^' + + + / - l / . I ® CONC. D8 2085 PG 714 I p / 1 I I "I +2 + + + + + + + + +- + + . !./.l 1 . I PAD / / EP / 1 p �F I I .I I I \ + + +\ + + + + + + + II\ / 1I +\+ \ + CONIC. SWK. '- -- -- - 9.72CONC.FLUSH CURB SINK. _C&G + + + +` +\ + + + + + -- - - - - - - -z SD CURB TSIGNSIGN SIGN ___--- + ++\ + --------------- - - ` ---- 5'DEDUous + \+ + TD� --55241-_-_--1 AP ROXIMATE 0' + + +\ \ + + + + + + + + + + - \ LANDSCAPE / \. } +\ } { I L I / / ' / 5,�\0 4 / INV IN = 546.49' 15" PLASTIC \ _ I / / \ IW TER EASE NT + + `+. + + + + + + } t �. I .I I. I. / / / Q\ P / i INV OUT = 546.37' 15" PLASTIC - - _ _ _ - I 5"DECIDUOUS �' a / \\ + + 4\ + + + + + + \ \ / \\ D 2085 PG 71 + + + .... + + + + + 5"DECIDUOUS \ \ l 1 I I + + + +\ . + + + + i \}+ I{'I I' _I I I. �. / \ / \ I. 1. 1 I / �� 1 n //\\\\II I +++++++++++�+\++++++ VHJ -WALK + + + + + + + + + + I "DECIDUOUS ST+IC +I + )I I / / 1-5" DECIDUOUS / / / / \\\\ 1. 1.11. I II + + + + + + + + + + + +1. II11.1111 111\ f � // - � // II. � t o MHD P/D 03200-00-00-019E0 5"DECIDUOUS / \\ 1 I . 1 1 \ + \+ + + + + + + + + \ TOP = 54778' / \ + +1 +. I . 11.1" \ I \" \ UNIVERSITY OF VIRGINIA FOUNDATION c0 \ 1. + + + + INV IN = 544.20' 15" PLASTIC �5" DECIDUOUS / cP \\ 1 J 'I \ + + t+ F _ + + + + + + . I .1 \ \ \' \ 1 \I ` DB 3838 PG 028 I / / �' L .o\\\ II .11 . 1 t t 1 II \+\ + + + + + -+' .F -+ -T- + + 1 + INV OUT = 544.18' 15" PLASTIC / /v' \ I I + + + + + + + + + + \ � {' \ \ I 710 ACRES \ 1 \ \ \I \'1 \I 1 \ ` ` 1725 DISCOVERY DRIVE / Q ��\\ 11..I .I "I \ LSD CURB INLET + + + + + .... + 2LEVEL BRICK FACILITY ONC. SWK. r I 1 + �t + y I _ 1, I .1 I 1 II _ \ GAS +\+ .4.1,.1 .1.�1.1._I I -1 �� GUATOR \ / / \\ 1 �I �I 1 \ �IAV1n45`4{1_ 1,8'� �{C++++ 4"DECIDUOUS- '\ 1 I l 7 1 P TI 3 LOADING SPACES / p - 6"l�ECID'uQus \ IlVViOUT = 540.90' 18" PLASTIC+ f ' +\ \ + + .}\�.�1'1." Il llll lll..l .11li 1. \ \\\ \\ / / fill DECIDUOUS { - . I ) / / / .1 + _ t - + + + + + + I+ " I " "I .I - L CONC, / ! �5"DECIDUOUS I \ \. \. i. \ + + + + + + + + +_ � I I I I I. .I l j ti WALL LOADING DOCK 1 d + I + + II II f' i1 I I. A - /- - - �/ // �° // / �' /1 . 11"11.\I 1 \\+++++++++++++' +#+++ W CO `3"DECIDUOUS / l __ -- I \ . 11._ .II 11 1111 + +++++++ +++++++++ En v + LANDSCAPING - I \ I++++++++++++++++++++ M { 1 II APPROXIMATE LOCATION OF EXISTING ' 1 ! 1 1 + + + + + + + + + + . ' \ _ _ _ _ _ _ + + + t. lI I I 1 1 1 UNDERGROUND ROOF DRAIN PIPES / / O 1 1 \ \ + + + + + + + + + ' \ i 1 . i 'I I I \ + + + + + + +- -+ + } I 1 4 1 I 1 kh ��,ANSI�ORMER APPROXIMATE // 5"DECIDUOUS n l - - I I 1 I 1 + + + + +- + + + 1 �j APPROXIMATE LOCATION OF EXISTING f \ \ + + + + + + + + + + I { I .1 ill n \ l ® LOCATION OF SANITARYPIPE / J Q I I \ \ \ \ + + + + + + + .. + ^ \ l� \---, + + + 1 4 1. I, I' 1 1 EXISTING FDC / / \ \ + \+ + + + f -4- + + + \ + + + l 11 " i I I I �1 -3­777' 239.3 ' \ \ \ + + +� / /' �. I I �.. I. j / \ ` 3 - - - - W 9 c'�DECIDUOUS l I I J� I \I I \\ \\ \ +��++++++++t. + `-F+++ \ \ I I " SHRUBS + + + I " - 1 - I \ \ wM _ - % DECIDUOUS Fl ER OPTIC DECIDUOUS \ / _ _ ' ' I - - _ / I - / I \ \ ^I, _ / \ + \+ I.I. 1I.I \\�\\ \ - / __UFO- UFO_ --- -- UFO =_- UFOl-__ -_ ! / II 1 \ \ \\ +++\f++-"+ +++/++++++- \ \\ \ 1 . `� \ _� / _ _ - _ - - �_ _ - / / 1 \ \ l + + + + -i \, + +' _ PID 03,200-00-00-009GO ` + +\ \ .I .I I I \ \ \ DECIDUOUS i�,a ® " G G G i - T\ - �G - -G - - - _ _ _ ' I / o? \ \ \ \ + + + + + + + + + + \ + + + I' MMD \ \ GAS L1NE SIG P - - - _ - - ;G ' 1 N/FBAR�Y L OR FZQRENCE M BOSWOR iv 1 \ \ v WATER 2 - _ - _ - _ - - �' / �� / / I I \ + + + + + + + + + ` DB 2846 PG 213 +T P# 514.81,1 / I' \ \ _ - \ - - - m \ + + + + + + + + + + - 228 ACRES 3.1,4411' \\ -c`r----- II}+ }+\ +} DiZ�ADC..+}\ 4147 ICK _I \ / + + 117 l+ \ + +/ + + /+ + + + \ \ + +-t I+ + -d + + + + I I a / \ / v2 / I " II 1 \ ++�I+�+++++/µ+++++\��+I \\ I ,�y, DECIDUOUS �7 _ 1 \ I + + 1 I- I. I : I _ 1 I DECIDUOUS TYPICAL / \ I \ \\ / DES{}+ ,0005 O CONC. STAIRS / / / / _ - \ I {� 1 \ + +I + + / l+\ + + + + p 1 + + I " / \ 2Q„\\ \ APPROXIMATE LOCATION VAR/ABLE WIDTH / / o % + I+ \+ + +/ +'4j + + + \ m + + t' / '� \ \ / / + + + \+ + + \ I I 4 \ / 20' WATER EASEMENT / / APPROXIMATE 20' - 1 S 1I � } + } + } I / I qS i \ \ ASPHALT \ \ ACCESS EASEMENT 110.4' I T`q + + + + + + + + + + + RUR6 L AREAS PONE DB 2085 PG 714 / I WATER LINE EASMENT �j 1. \ \ \ DB 2085 P� 711 / ' / . - \ lNl} IN T 550. S 9�'�SL4�1 TlO � (� } + } + } III I I .� \ 20'DRAINAGE EASEMENT / / / / / I / I I,`* � + + \ - � 1 \ SEE DB 2085 G 712 + , + + + + + f I I I I I �i / \�\\ DECIDUOUS / DB2085PG714 / / / / /' \ IN O}U�P+ 7.17 '.7a+'�Lf4�+lLk+ + }�,-¢� ��+,TI�y'�F /I4�/�\ 7 �-/ + + + + + I ' I , _ I I To\ / \; \ / \ , / . / I I I % _ 1 {o + u` -+/ /+ + + + + bNat 4�/VdJi.4.7 N-Y�W��+�4,� y� ` �-F" + + + I I I \ / \ \\ / 92 I I + + + + + I I I..I ----- +- - - -- --- - -/- ----- - _ -I_-----,-`I --- - 1 -v + + + ++ ++ ++ ++ +I1++ ++ ++ +4 ++ ++ ++ ++ ++ + + \/+ + +\+ )++ + + + + + + + 4+ + + + + + MATCHLINESEESH E CL2 + + + N+ + + + -+ + + -1 + ---- ------ -� + + + + � }+}+}I a \ \ \` - - SIGN &G Co /// SIGN/ \++++++++4+++++++++#+++++++++ + F C --- _ -i / _ =saw- I co / I � � / S66°34'3 I � vly- I _ _ I 20.47' + + + + + + + + + + + + + + + + + l + + + + I+ 1 \. \\\\-__ `,_\ --__ \�FD<= _- --- - -. -` S23°09'42"W 458.84'�------- - --- ---------- - s __TI � I x' I _ �. / + + \ \ HF6_ _ _ - '- - __-- _ _ _- _- 2d- _P1ASlIC -___- _-- I _ l �+ + + + +/+ + + + + + l+ + + + + + t + _=+1F6-_- - A4HD 11_ _'UF" \ / �+ +++ /+}+}++4}+}+}%++}+}+}+ + +}+}+ -- --- __ - FIBER OPTIC_ ----- ____--------_TOP-544.66' I` \_ \ m COMM. \ �l - _ - - - - --lAFVIN �34 24 24 PLASTIC ` I. ` --- _ _ _ ----- - C I PULL BOX WOODED AREAlNV / / M _ --_- - OUT 5-3 86 ?9 PLASTIC Q _ h PROPERTYgOUNDJRYLINE / / - Y l /'l OP=551. ___--- - -------- _._ - _ _ \ \ �11 I n II 2 \ " I\ I I/vv IN = 54p 51' 2 " - - - - - _- - - - - - - - - - J - TOP=542.25' 3 I \ I 1 w !rI_ _ FIBER OPT7CtlNES \ N / INV OUT a 540.2 24"P�13TIC ; _ - . - INV = 534.30' 8"PVC - y INV 0 = 534.15' 8"PV \ ` I \ I I I co i \ \ SCALE 1 "=20' -MANAGED \ \ \ -) p _ \ \ \ I / / / 0 1 20' 40' I ' I -` t�i �STEEP SLOPES I c, 1/ i In // � f/ / ( 1 `I \\ \ `\ \ \\ \ \ I I I / i''/ i' i' M \ \; \ -\ I iIIIII 1I \ liI I i1 a yIA I CRATG W. I KaIARSKI Lic. No. 0402048507 10/ 02/ 20 04 0 F� H F 97a\I: 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE z uj O I CRATG W. I KaIARSKI Lic. No. 0402048507 10/ 02/ 20 04 0 F� H F 97a\I: 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE z uj O a J i W J Lu 0 3 N Lu 6 a / c m T � 0 U) Za a >O_� _ m W\ n O U zc `o O Lu U 3 U Lu V / I -I ED i Z v Q 2 /`P^: U) o 1 X ` ' E z w� m O 0 0 F- z 0 O 0 z o 0 N L X d d L `M-E JOB NO. 44493 SHEET NO. C2.1 E a 0 / SIGN/ [�S66'31432"E _�UF + + + + + + + + I+ + ... + + 4 + + + + + t + + + + + + 4 N +/ + +'+ + + + + + + 4 + + +\+ + + + $ + + + + + + + + + + + + + +_#- / l / _�\+ + + + it + + +l + + + + + ++ + +I + + +/ + �/ + + +\ + + + I + + + + \+ + + +\ + + + + � + + + +_ + + + + + + +_+ + - - N + /+ + + / + + + + + ++ + + + + + + \ + + + +\ + + + + + -+_ + -+ + + +- * -+ '+ -+ + + +co ' I - - WT _ + + + r + + + 1+ + + I+ + + 1+ + + + + + +I + + T + + /+ + \+ + + + + I + + + + +\ + + + + \ + + + + + + + + + + + + + + + + + + 20.47' Vy + + . + + + + + + + + + + + + + + I + + + +/ + + t + + + + + + \ + 4 + + + + { + + + + + + + + + + + + + + + + + + + .... + + + + + + + 4 + + + + + + + + + + + + BlJFFER//AND+BU(dDl�\(6\4 �T+BA� + \+ +I + + + + + \+ + + + + +\ + + + + + + ..... + + + + + + + MHD - l l` OF ` // \\ ,/ �+ + + + + + + + + M + + + + I+ + 4 + + + + + + + + + + + + + + + .+ + �f_ + + + + + + + + + + TOP= 544.66'. 1 - lPtl/iN 634.Q4 24'PLAS`T!C J I. _ COMM. +� f- +� +�+� J✓� �. l- - -�\ - -{ ` 114V 1(1( _534.OB 24'PLASTIC l I ` I PULL BOX \ V OUT 5�3 86 24'PLAS�IC + + + + + + + + +N3 ° + + + + - + + + + 41 a P/D 03200-00-00-04D0 + + -+ + f , + +� - o ` N/F LINDA SHAWAND EVA WILSON TOP=542.25' - ' 3 \ I \I \ tk Fl�ER OPTIC -LINES I \\ + + 4 + + + + \ + + ` I \ DB. 1961 PG.318 \ I I - \ \ \ + + + + + + +\ \ m 4175 DICKERSON RD. = 534.30' 8"PVC - \ y 1I 1 \ \ I ti -_MANAGED \\ 1.1. I I /------\ \ \ \\ F� + + + + + + + + +I STEEP SLOPES F ! / \ \ \ �\ \\ , I. I I .IIIIV Ili ', 1 j I /' I!/ \\ \\ �I 1 , \ \`\ µl+++it t+++t+++t+t+t+++ ( \I \ \ \I 1 I II I1, I I \ \-------- I + + + + + + + + + W \ \ J I 1 I \ \ \ - + + + + + + + + + + MATCH LINE SEE SHEET C2.1 I, \ `� ' �' + t + + + + + + + �+ + + + + + + + + + . / i V'1D03200-00-00-006R0 \ \ +++++++++++++t+++++ .I 'I i I 1 m ' / / / ` N/F UN/VERRSITY OF VIRGVNIA FOUNDATION \ \ ' I I" I \ I � I / / / / , \ \ \ \ I 1 1 1 1 I I I I I DB 4957 PG 692 \ MHD - . I . 1 -IILI.I-I. II.I c \ / / / . , ` \ 1 1 I I I I \ + + + + + + + + +1 I y TOP = 540.64' / / I c I I v w 455.85 ACRES \ + + + + + + + + + f I' I 11 ti I // / ` -- a /NV/N(W)=5�.894"IP4ST�C1 l i I I,,I / I I ''-_g3Ewc m ++++++++++t+++++++ + I INV.IN = �34.T o 4419 DICKERSdN ROAD \ \ 1 / INV IN (N)= 3 .99 15'tAISTIPI 1 I I I 1 ^\ 4y 15"PLASTjIC W/FES I II INVOUT=y2.42J0' 1 T/ 4 I I I / 1 �/ / \ \ +t+t+++++t+t+++++I + 1 \ + + + + + + + +I + V+ + + + + + + + I+ 1 O $3 P I - //< / / I I I I I I \ \ \ Cn+ t + t + t + + .. `� SCALE 1"=20' I 1 SAN.00=55o.18 1 I I \ \ +Z+ + + + + + + + + \ { ~I i I I 1 /j I / sb INLET I I 1 I l ' \ I \ \ \ - \ ® + +/ "+\ + + + + + + 0 20' 40' 1 I / INV. OUT = 5"226' ` - �- _ _ _ _ � -+ + + r`$ + + + + + �\ / 1 / / 1 I 7JOP - 542.26' 1 81, PVC I 1 , \ \ \ _ - - _ + m + + + + + + + + °' \ ` II I'I�I3�I� IkVIN-5135.5T24" i \ \\ \ \ I + + + +� t + + + pal"1-��F I °' I li \ \ \� \1 I 1 f'LAST/CI I I I I / \\ ` \\ \ + + + + + \+ + + "t fly \ \ +Q+ t + + + + + +cn \ \ \ \ NV OUTI= 535.5 24" \ \ + W + + + + + + \a + + FES I `� rfllgvi, 9b£. I C I I \ \ `\\\ 29.. 1NV OUT = 524.99'/ I I I. h . I I I. I I I I \ \ i1 \\ A� I i PLASTIC/ I i 1 \ `\ \ ` \ \ ` \ / \ \ 4 + + w� + + + \+ + +�m +r9 -vt+ aS{.+++++++\++++ t + + + \ coG7�+\+�`4++++++t+++`+++++ \\ --------1---------- ` \ \ ---------------------------1V25Y1i6-------- / \\ I++ + + + + + /� ` 1 1 I I 1 / -76d�7---_--------- + + '�I + + + + + / I I I / _ \++++ + + + \+ \ I I� SDIINLET / /-L------L----- + +N + + +\ + Im ' TOP = 537.52 ` \ ' I 1 °I � / / / I / / / / � ` 1 � � � \ D4._aF 50�0 + � I I 1 m INV AN = 534.07 (Wb 15" PLASTIC \ 1 I I / _ coroc. swK Sp INLET I / 1 I l INV.IN = 534.04 (N) 4\" PLASTIC \ I I I JI 1 / / / / _ _ , ' / \ \ TOP = 550.90' / I I I I 1 ! c i I I I I I INV OUT = 533.9724" PLASTIC \ \ RAPRA� I ' I / / / / _ - - - _ - - - - / \ 7/W1N_= 544.2a' 15� ` PLASTIC INV OUT = 5�4.18' 24" \ I \ I PL7��STlC \ \ /' S66 25'34"E \ I \ 36.16' PlD 03200 00 00 04F0 SIDEWALK I ' - -353 _ _ \ J / N/F WINS TONS RUN LLC / n I I \�\ \� 1 DB. 4242 PG. 386 ` /' ' 4174 WINSTONS RUN I I I / / I I I / �\ "5 � \ P/D 03200-00-00-04HO , \ l / 1 I / I .. DISCOVERY DRIVE II I \ / 12 WO / W I \\ \ N/F WINSTONS RUN LLC +- 0.2 MILE TO LEWIS & ` / / \ DB. 4242 PG. 386 N I I � "MAPLE l l l I r z , - � \k \ � CLARK DR \ I I I ;� I / / I / m Z ' \\� , ^ \ \� 4213 DICKERSON RC VARIABLE WIDTHACCESS I co I I 8"BEECH / I / 10""PPIINEl / W \ EASEMENT I z :' / R� I I r / APPROXIMATE DB 2085 PG 714 i I / I I 1 12" BE / ' 551 ' \\ ` \ - - P� qR DESIGN SPEED: 25 MPH I 1 / / 12 NE N qs' I I I � r / r I , , r l t\- \ LD�AtI�JN I I 1 I p / / / / / 2 I ` \ / / \y 8" \' VEPCO EASEMENT j I I I 1 1 1 II I I li 5 DB2oo�PG.2 l VOWTI=524.t9161NE 1 O 1�"�L/ASIT/C WIPEIS _ ��'! I� i I ( I I 14 WO // // ' 1�roE z / , /� \ �, \ \-- ---- / o / / ' / \\<� I gS1T/ i I z i I I / / ,�_ _ \ _ PID 03200-00-00-019H1 �I I II I / / I / / / / , /\\\N/ __ Z N/F UNIVERSITY OF VIRGlN/A 'REAL ESTATE FOUNDATION `SLL INLET W/GRATE=540.5 ' - MHQ TCIJP1=541.32' I `� I I III I INV OUT = 534.28' d5"RCP 0.33 ACRES I \ -i / \ I--- I EXISTING NV�!l-p532�' 15"RCP /vv \ \i N - I EMERGING TECHNOLOGY CENTER NV itfuITT 1525.f32' 5'rLASTIC \ \ I I 12 O I (ETC) I \\\\ I BUILDING /l l ll // // // // IIII/ ----- �. 1 I I 1 I I I I Iti i \\ ; ,, I I I� 1��� !� 12"PINE/ Udr I 1 1 I I 1 ti I V I t I z 1 / / \ \ �, 1 N/F UNIVERSITY OF VIRGINIA OG1 ' MHS iOp-541-58 a / / / / I� V.IN -52) J3(IW118'PVC I I \ . I / \ I I lIP/l%lN = 5J6.48(N� 8"PVC I ' I I �'li `I I / / / I I I I I REAL ESTATE FOUNDATION , 1 /lyV. f7UT= 5�6.43(Sl) 8'PVC I i I I 1 1 T L - r- - -,� -1- - - - - - - - - - I I _ fi-- I I 2.60 ACRES I / ' / / \ ` -F - - - - - - / ' / / --UGP APPROX%MATELOC �l N \ \ - - - 1672DISCOVERYDRIVE / / / / / \\\ ` \\ ` y ' / I I 1 1 I 1 I " / / / / / -15-' VEyP�EASEME 1 1 1 I I I i ih-S4N / SANS I 1 1 I \ / / / ' \\ / &21B2�GS5 \ �- I I I I i i \ / /- ---SAN---- SAA�/- I l TG \ / , / / \\ 7 1 \ I - - -/ 1 B•PVC I I �- - - -SAN- - PLAT PG 657 Il / 1 I 1 I "y ' /--1-----�.�.�----�- VARIABLE W1,DTIH ROAD 1 ACCES'S EASEMENT / d� / II j 1- - - I- - - - - - - - "o n I MHS TOP=550.1'2' a 8� S�E DB 20�5 �G 7Q9 (PLAT) / t / I I a h I I V IAL£z40.42(IN� 8'PVC - _ ' 20' SANITARY y'EWER ( " PLAS \ \ \ v /' INV.IN = 540.52E 8"PVC _ - - / /' EP - ' EASEMENT i z _ y 1NV.OUT= 539.87O 8"PVC _ _ _ / 1 \ \ INU.INI�I 760TO E "PLASTIC \ I\ \� c D.B. 2085 PG. 709-718 -- I IN .O 557. ' 15" PLAST! \ ll r Il l I 0 �d5 I 1' 11`I 1 I // 11 1 I \ ASP%Lr I l // h d' / / 1 `� I 1 1 I 1 1 A PARKI,(JG I 1 G)C `--- - l A \ A t PAVEMENT I 1 1 MHbTo 566.711 \ > ASPHAL T �/ / / ; \ I -T I \ \ 2 II PARKING NV OUT = 458.38' 15 °PLASTIC \ \ To WATERLINE EASEMENT I 1 120' WATER LINE ' 1 1 1 / I 1 I1'I \ \ r SEE DB 2171 PG. 263 PLAT I / 1 EASEMENT ' 'I , 20' WATER LINE/ I ( ) \ \ /I FE TERED (jN PIPE EASEMENT m \I S�E DB 2892SPG 325 (PLAT) AND DB 2085 PAGE 715 (PLAT) 8. 2085 PG. 170 PI PE `, CENTERED ON PIPE 1 7 q" y / / (END OF PAINT MARKS) - v 1 I 1 ' d3 v - �- - -�- 7- 1 1_ _ \ \ / \` ` / MHO TOP =548 15' I GO I I I II � � / I INV.OUT- 539.i�5' 15"PLf�STIC j---------�----�---_- �_ _ --------------------- - I r I _ L llllll ' i/ w 1 -----1--------7-- - \ \ l _� - \ - _ _ Cl'1 I I I I I 1-1-` - \ -t- UGp- _ _ Ir _ - / 1 4° .95j I -- - `r - , _ - - -------- - - - w - w- - - - \ ------ w T- - �- 8"8VCl -- ------ - I I 1 \ \ ` �� ' � \�` 1 \ - -----\ \ - � ®\� - -\ w- - C& \ j 1 / l wA[}L I 45'O"PVC 1 \ c '`, T------------ �- --- --J ---- I ----------- ------. S25 27'15°w_ - � w- \ \\ --- L \ 1 \ It------------------L-+----- - _------' 1 -_ \--------- v---- ------- --- CRAIG W. J. KOTARSKI Lie. No. 0402048507 �. 10/ 02/ 20 U F DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' LL a c 0 a i J W Lu 3 m N 6 W c m N � 0 a Za > 0t sm Z r Lu n p U z `0 O N J U 3 U ''^^ ff^^ oa V/ w V m0 ~ Q co z 20 0o ag og X E� z w c w 0 a o U O c K N O 3 Z m O g n Q m 3 0 a N� � N LL X C 0.0 016 wt. 0 a 12 m c m E a J 06 da 10 a 0 JOB NO. o 44493 c .. =s SHEET NO. n o C+2.2 m m= H E +/+ + + + ..+ + + + /+ + + +/+ + +/ + + +I + + +/ + /+ + + + 4 +'+/+ + + + + `+ +'\+ t +- + '+\+ + + + +\+ + + + +`t +\+\+ + + + + +_+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + +'� + + + + + + + ..... + + + + /+ + + +/+ + +/+ + + + + + I+ 4 + +/ + + + /+ + + �- + \+ +\ + + + +\\ + + + +\\ + + + + +-\+\\+ \. + + + + + + -+_+ + + + + + + + + + + + + + + + + + + + + + + +-+ ... + + + + + +\+ + + + + + + + + + + + + + * '+ + + + /+ + + ' + + + /+ + /+ + + t + + P- + / + + / + + /+ + + + +\ \+ +� + 4 + \ + + +\ + t + + + , + + + + * + + + + + \+ \+ + -- � + + + + + +F .... + + + + + + + + + + + + + + + + _ � -+- T -+ + + + ..... + + + + + +- + + + + + + + + + + +/ + + + + + + + + + ; + + + + + + + I + +I + /+ + /� + + + + + + + + \+ +\ + \ + \. + + + + +\ + + + + +I + + + + + \+ \+ + + +� + + + + + ... - -+ - _ + + + + + + + + + .... zF + + + + + + + + + + ... + + + + + . + + + + + + + f LEGEND: + +/+ + + + + + + + t + + + . + + + + + I+ + + + + + +/+ + + +^+ + + �+ +\+ + A +\+ p + + + +`\+ + + + +`\+ + + + +\+ \+ + + + + +�+ _ + + + + + + �--+--+_f........ + + + + + + + + + + + + + +.+�. + + + + +-+- +_f._+--+-+ + _1 \� \- +T+ + + + + + \+ + + + + +\ + + + +\ + + + +- +- f + + + +� + + 1- +-+ +- +-+ + + + + + + + + + + + + + + + ti + + + + + + + + + + + + + REMOVE CONCRETE + +- + + + + + + + + \+\ + + + + + + + + + + + + +_ +_ _ +t + + + + 1 / / - / / / / / / / \ I \ :` J' \� J- -� + -+tea ANDiBUIi DIbG T� Lt + + + + + + + + + + + + + + + + + +-+ + + + + + + � + %" REMOVE ASPHALT 4 + /' . . - Y / /./. r / / / \ \ \ \ \ — -� �+ + + + + F+ K+ + + ± _+- _+ -+\ + + + + + + + + + + + + T + + _ _.- �- + + + + / \ / ' !- .� \ \ \ \ \ \ - - - \ -�� �+ + -+- + + + + + + REMOVE TREES + /F + 1 / \ / - . - - - _ - i _ - \ \ I�IANAGEDSTEEP SLOPES,(TYP.J \ \ \ _ - - - - - - - \ \ / _ __ _ \ ` --_ - \ ,-- --__ �+ +{+�++++++++_++ ( REMOVE TREE + /// % ./. /// i - -`- // \\ /\\\\ \\ --___ '-_-' ----------- - "--------------- �_ ---.-----___----___ \-r-+++.�}} } + + + ��}+++------ SAWCUT - + ✓ + .�,T• _--_-_-------- _---__--- --.-------- + ++-++ �+ STORM T_---- - .------ ' + + + + + + TOP=�54._ \ \ \. /T/BAS6_ --.------.-15"- - -- -- ----- ---\\\ \ + t + + + + + + . -- - - - -- -- ----_ �- �\ \- \` \\\.\\ ++ ,\ + ��+ +.��/l. /.i./I.I / \\\\\\\+ + + + -+, + + + + \\ \ -- ` \ \ SCALER"=20' 1�1+\+\ \. \ +++++\+++++ + + + + + + 0 2040' + 0 \\ \ + + + + �+ + + + `+ + \ \ i \ \ \ \ / / SD CURB INLET 1\ 1 + + \+ + + + 4 \ \ \ REMOVE CURB AND \ + + /+</ j/ // TOP =552.38' LL1.\'1) \ + + + +\ + + + +\ \- - - - -__ + �+ / �P // GUTTER SAW CUT AT - - \ \ ASPHALT `' / ` \ NEAREST JOINT) ASPHALT + +� / / - / / / 1NV08TPLAS /C 11 \1\ +m4 ++++++ ++++++++ ` \ t / } i �/ / L I I® I I - - - - \ I �h /i \ \ - - - - - I. I I t. 1. l { �+Z ++\ +++++++\+++++++ \ \ \ \ ! %II I DUMPSTER - I / \ I 1 -I ' +-l�l. .I .I AREA i' \`\ I /// `\ !// // .// // - i//� //��------/--- IIII.I.I.III \ +�+ +it+ + + + I 20' DRAINAGE / \ ii ii // ii /% /�/ //' iii //' �i /! /i f I +m + + \+ + + + \+\ + + \ I ii I'I I ® + + + + + + + + \ /.II / EASEMENT nn ii %i' . I l I. \ +\ �/. i \ I \ + + + / l a I CONC. DB2085 PG 714 I - - - - - - _ - 1. PAD + + IL/./�/{I® // 9.72' f %�/ CONC.SWK. FLUSH \�1---- I.I I I I + + + +\\ + + + - _---------- +\ + +. L / SD CURBlNLET------------- \ I.I.I +�+ I I I �. - /� i - - - - - `\ IAPJRdJX A I I ++++\�-+++++++++++� ++ - _ _ - _ _ _ SIGN SIGN SIGN \ � ( ✓ ,, _ \ � / Imo--TOP�52.�1---------- __.- � \ � � � -- +\ t / G % INV IN = 546.49' 15" PLASTIC \ LANDSCAPE I \ \ b 80R5 7 + + +\ \ + + + + + 1 I / l '(\ / \ I \� 1{n/ TER QA�� ltJ1f \ \ ` ' S 4 /NV OUT = 546.37' 15" PLASTIC - - \ ` �� I j / I \ \ + \.+. I LI�.I�LI.I� I � __� /i � t. WA\L� � \\\ '� 1 "I-I-I.I-p1 { I �+�+ + + + ��+ + + + /^ VHD �� \ / \ I 4 I I \ + + + + + + + + �F I. I.,III I \yJ �.I + + + + + + + + + 00+ +1 t l I I { I. I. / / / / WALK / / / `�\ I I - I. 1. It. i. II III \ + + � + + + + + + + + + \t. + + + + + + STI� I / / ++ +I tl t11 I 111 I _o / // MHD REMOVE AND RELOCATE— ` \ \ J I I 4 t. I 1 t \+ + + + + + � T- +� ' .I . 1.1 \ \ \ I P/D 03200-00-00-019EO SANITARY CLEANOUT \ I 1 + + + + + + + + + + + 1 t \. TOP = 547.78' \ \ I I t t \ + + +. \ UNIVERSITY OF VIRGIN/A FOUNDATION \ 1. I + _ + + + + + + + + t J11' I 1 11\ \\� \'\ \ !NV IN = 544.20' 15" PLASTIC DB 3838 PG 028 o\\\ 1 f 1 t 1 1 I `� + + + + +- II 1 \ INV OUT = 544.18' 15" PLASTIC +++1+�I \\\\.�.{{\ \II 710ACRES O � \ ),I .I .I tl �+ + + + + + + + + + +. + \+ I -I \ \ \ .I�. \\ \\ ` _ 1725DlSCOVERYDR/VE �S�\� _ I 1 .t .t .t + + + + / \\ - \ G`D CURB INLET + + + + + + \. 1 I t. J 1' I ' ` 2LEVEL BRICK FACILITY �' r \ f 1 j ` - _ / \+ + I I t t.l .1 11j1 \GAS + \ + 4 . f . 1 \ I (EGU ATOR 3 LOAD/NG SPACES REMOVE BUILDING 1 1 . I .1 I ` {R7P *54�.7fi + -+- + +\tl.f 1.11� \ O /� \\\ 1 I 1-1.t1 1 I l + t1P T+l + + OVERHANG AND COLUMNS \ W- QD I< '�- + +,. + + .t I 1. I .III . 1 I I \ \ \ I f I GOUT = 540.90' I8" RLASTI(f I / + I. i .� .I .I ! I WALL CONC. / p \` + + + + + ..... / ro LOADING DOCK Y 1 + t -+- +_t + '+ + + + I 1 I + + + + + + + + + + ,�.I.f.►-III / IA , , , I .1.\.;, I \+ + + + + + + +'+ \1. \ + + + + + + + + + 1 = J 7y][� �\+ + + + + + ,+- + + + it .�.� I-�--�'- XTC �-' .1.1.1 I J 1 \ \ + ±_+ -+'+ + + + / ✓ - - 1+ I J-II I I J I REMOVE - - II. \ 1 + + + + + + + + + .. r _- I\ .t.I.1.\ \ 1 �jI' + + + + + + + + A, 4 t LANDSCAPING I + + + + + + + + + l+I �- I".I;I.I.�.I! I,1 _ // ' \ -, -tl.11 l I +�++++++- +++� +++++ + + }. 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I \ \� 20' ORA/NAGS EASEMENT I (t 1 /�L - +++++� I I I_ I I `� \ // DB2085PG714 / / // / / �' \ INxO+UP+ •?7 i+ ]L'AIt+ILI ++++ } ¢I /� I�y'^F W/-�j \ 7 -�/ + + + I I / / I - M \'� + any-/ /+ + -F + + + +iIV�JU-JY�/Y�� �4�� V ` •�-F + + + + -y7 1 I. I I .I I I / \� `P92 / ' / 11���+ �+ + A- + + I+ + + + + + {+ + + + /+ + + + + + + + \ \ / __----T=__--- a +\ + -v + + + + + I + + + + + + 4 + + + + + + +/+ I I I {- I.� II"I I I / `� \� / / / / / I - ".� a- _-.__-------- -' \ \ // �, sQs +\ +i . +! + I t �----F 24PLA3TIC \�+++M SE SHEET C2. +++++ L-J ----------------- -___ - --- -- - - ------ --- -- --- _- --- -- ___ __-- - - _ _ A E + + E+ + + + + + +� J + / TCH LINE - - -- --- --- ---------- C&G -- ------------- ------ ----- t t'w,S t t m � S t S ++++I \ Q _---. SIGN / _ uFa i I / fir_ + A- -F + / + -I- I- -F +- + + + + A- + 1 - - - _ - - -_ _ _ _ _ _ _ _ REMOVE WATER METER AND I 1 \ \ \ - _ _ \ - _ - \S/Fo�-L - - -� _ _ _ Ste. _ _T I ASSOCIATED PIPE BACK TO FHA LINE + + i + + + + + + + I+ \ ` ` ` - - \ - _ \ \ \ - _ = k1F6=_ - - — — . - _ _ - - - - - - ' _ - - - _ _Zd= _ _-fLL{&TIL� . - _- _ _- - - J c -/ + / -I- + + , + + + I + + -I- 4 + + /i- + + t . \ \\ \ \ \- \ \ \ / - _ - - - - - - - -=-U>`p� _ = _ _ _ _ _ _ - - - - _—_ sf1Fe _ _ — - - - - _ _ - - -MHD _ - OF REMOVE/RELOCATE+ + / + A- I \ \ l / / _ _= I - _ _ --_1F0 = _ - - - - - - - - _ �OPY4fiE6:\. ` I jam. _ o� COMM. PULL BOX AND+A +—+ +I + + + + + + + .+ + __-_--FIBER-OPTIC- — ---------_ --- — --- III. I FIBER OPTIC LINE _ _ _ _ - - _ --iAFV7N �34 24 24 PLAST2 / WOODEQAREAI / / ' .i. -- _- -- - -- ----- -- -.-. ! PULL BOX I - _ --- - -_-- --_-_- - ---------- - avvl�,�3aOa24" Snc PROPERTY BOUND jRY L/Nk /TOP =59/ 1. - n IWIN=54,051'TOP-=542.2� 110 I w bII 2 Q \ FISEROPTICtI HVVWUTa540.2 24iSTIC JNiC 4 I l J / \ 1 1 1\ I \ \ = 5-34-15 8"PV \ I RELOCATE HYDRANT t, l ,� � ti TO PARKING AREA MANA REMOVE PORTION OF GAS LINE I / O ISLAND TO THE EAST \ STEEP S BACK TO MAIN. CONTRACTOR / p I a / ` y / ' ABANDON WATERLINE \ TO COORDINATE WITH AT MAINLINE I I / I � \ \ \ \ \ \ \ ` I 1 I I I / � / � - ' _ � \ CHARLOTTESVILLE GAS PRIOR � I I / � \ ` I I I TO START OR CONSTRUCTION. 4 I CRAIG W. I KaIARSKI Lie. No. 0402048507 0-, 10/ 02/ 20 04 M E O N OV > E w Q E t- U w 3 LL o 3 LL w O m ti K LuL M Q J U m a J — r rn U W N d win ~ X �OrnLL _ N = U Fui c o O1 N OD v �H Ln O C7 0 x 0 w Lu x U z O ff 0 0 0 f H LLJ F 97-\I: 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' z uj a J W J Lu 0 3 N Lu a a / c A 0 Za a > Q J A � ` Lu z Z n =_ >O U O `o O W J �_ v 3 Q W O V / H� ca _j 2 v o a 0 a W 0 ' c T E z = A O a 0 F- z z O 0 z o O � N LLd d L Z�-E JOB NO. 44493 SHEET NO. C2.3 E a O O / y SIGN,' ` - MHD I I - OF o _ SOP---'344-66 ; 1. - IAtV W-" 6 4.IL4 24'PLASTIC 11V IN 753A.08 24'PLASTIC VPUTc5�3"8'24'f' 711C' VII I I - a534.3QB"PVC- 534.-1a8"PV \ 1 ` I. / IIIyI.I I I ti - _ MANA' REMOVE PORTION OF GAS LINE ,I STEE'PS BACK TO MAIN. CONTRACTORco TO COORDINATE WITH CHARLOTTESVILLE GAS PRIOR I I { o TO START OR CONSTRUCTION. I� I ift 141 1 I\ I I I MHD TOP = 540.64' INV IN (W)= 5� . 924„1PO4T4Cl. I . �I 11 INV IN(N)= �39 �44S+TIF.4 .I .� INV OUT = Y` .�i2 0" I L{A 1.lCG I I r I IIp� I I I I II \ SAWCUT (TYP.) 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S710PI r5f 1.58 /�V.IN —f2) J3(iW)8"PVC I,NV..IN = 5J6.48rN( "PVC I I I I II I INV. bum 5k6 3(a) T "PVC I I I I I I I —SAN VA'RIfBLIE IMpTHkOAD I ACCESIS EATS ENT S�E DB120�5 �G1709JPLAT) I \�I I I I \ d51 I I/ 1 1201WATERLINEI� 1 /I I I EASEMENT t CENT&ED ON PIPE g 7 L.B. 2085 PG. 709-718 It I.95 j 8'SQVCI \ i v s a"Puc I I \ \ I II I I I I I '/ \\ \ It �'-OF \ + +` + + + . + + + 1 + + ... + + �+ + + IF + + t + + + + + + 4 +/ + + ' I. + + + + + + 4 + + + \ + + + + - t + + + + + + + + + + + + + +_ ...... _ \ \+ + + + + + + + + i1 + + +l + + + + + +I + i- + I + + +/ + .} / + + +\ + + + I + + + + \+ + + +\ + + + + :p .+ + + +_ + + + + + + +_ .* .. + + _ - + + + + I + + + + + + + + + + - + /+ + + l + + \j+ + + + + + + + + + + \ + + + +\ + + + + + -+_ -+ - + + + +- * -+ '+ -+ + + + + REMOVE WATER METER AND I / �T _ _ + + + / +- -F i- + + / + + + + + T + + /+ + i) \+ + + + + + + + + +\ + + + +- + + + + + + + + + + + + + + + + + + + LEGEND: / ASSOCIATED PIPE BACK TO FHA LINE + + ,+ + + + + + + + ... + / i- + + r + + + + + + + i + + + + { + + + + + + + + + + + + + + + + + + + + _+ + + + + I + i- + / +- + + I + i- + T /+ - i- -r + ', / ,+ + +/ + + \+ + + + + .... + + + + + + + + -i- -1- + + t / REMOVE/RELOCATE /+ + T + i - d i- + + + i- + + r -r i- I + i9 BL FFER �AND+BUJ�DI/VG *S T A + \+ + + + + \ + + \ + + + + + + ..... + + + + + + + - - \ PULL BOX AND i/ +T i- - 1 i- + +/ + /+ + + + ' y+ + 4 + /+ + \-++ ++ + ++ + + +� - -+ + + + + + + + + + + �/ - + __ �_ - - J - - - + + + + + + + + + REMOVE CONCRETE COMM. FIBER OPTIC LINE \ + + + + -+- +- +_ + + + PULL BOX ' \ l \ \ + _+r + + + + + + + + + + + + + + + + + i" REMOVE ASPHALT FIBER OPTICtINE I \\ + + + + + + +� + + \ I \ \ \ + + + + + + +\ + REMOVE TREES + i/ + + + + + + +\ + RELOCATE HYDRANT \ \` +/ + + + + + + + + TO PARKING AREA I I \ \ +/ + + + + + + + + + ISLAND TO THE EAST I \� I+ + + + + + + + + O x REMOVE TREE PORTION OF + + ABANDON WATERLINE I I \ \ + VEPCO TO BE + + N + + +\ AT MAINLINE ` / / 'I \ \ ` I++RELOCATED ++ � \ '���" SAWCUT + + + + + + + + + + +I+++++++ 1 \ + + + + + + J. + + + I MATCH LINE SEE SHEETC2.3 \ +++++++++ / \ I PID 03200-00-00-006RO \ + + + + + + + + + N,/F UNIVERSITY OF VIRGVNIA FOUNDA+ TION \ \ + + + + + 4 + + + I -tl / DB 4957 PG 692 + + + + + + + + - \ + + + + + + + +1 455.85ACNE$ \ \ + j + + + +P + + + I+ 4419 DICKERSOW ROAD +i / �. / IN 5,34.T Y \ \ ++J ++++++++ INI++++++ V - + + + I + tJP `Y i/1'PLASTICW/FE5 _- U++++++++++I++++++I++ h I EMERGING TECHNOLOGY 4c l F=20' lrr ` II /ire\c / CENTER TWO (ETC 2) \ \\ m++++++++++I++++++t+ \ / REMOVE STORM PIPES AND + + + + + + + + •+ 0 20' 40' ' STRUCTURES TO REROUTE 55,220 GSF \ + bj+ + + + + + + +� STORM PIPE AROUND \\ ® + +/ +\ + + + + + + \ I I FFE = 549.00 z+ + + + + + �+ + + \ PROPOSED BUILDING 18 r \ / Sb INLET i + �+ +/ + + + + + + \ � INV. d UT = 542.26' r / \ \ . � \ � - _ _ _ `��r 4 \ _ _ -+ + + a + + + + \ TOP=54226' B;,PVC \ \ _ \ \ - _ _ - \ - - +m+ + + + + + + \ I I \ \ I IN IN = 5355T 24" I REMOVE CLEANOUT - _ _ _ _ , - \ 1 + + + + * + \ - - - \ \ Q+ + + + + * + + \t \ PLASTIC I I \\ \ \ \ \ +++++++++++++�\ +++++ \ ` \ \ I INV OUT - 535.55' 24" ` \ 11 PLASTIC REMOVE PORTION OF / REMOVE CURB AND \ + +/ �� + + + \+ + + \ \ \ GUTTER SAW CUT AT \ \ +a+ v + + + + \ \ + \ \ o SANITARY LINE ( \ \ ap/� + + \+ + + + + + NEAREST JOINT) +6 + + + + \ + + + + \ t REMOVE 24" PIPE \ - _ to + + + + \ \ + + + t \ - -t\ + + + + + + + + + \ ---------- + �� REMOVE INLET + \ + -f + T r r \T + \ -_-- , -----\----------------L- j SD INLET \ REMOVE! I ------ ----- L`+ + + + + +\ + 2 TOp =53752 ///�!i//iiii//iii/ii/iiiii _ �Sp INLET + i \ I j////%%/i�%/%%/%%/%%%j% - \ \ I \ i m INV IN = 534.07 (W) 15" PLAS 1 I I %/ ///%/%j///%/%///%/% /%//i TOP = 550.90 i l INV.lN=534.04 N 14"PLASTIC \ I I I I !%//ice/j%%/%%/' ///j//�� \ \\ I\ (� /�i 7N{/JN = 544.2d' I5" I I INV QUT = 533.9724"PLASTIC \ R/PRA�1 I ///%//i%i%%i%%%i%i%�ii%%%%%i/ / - - - - - - iiiiiii/iiii I PLASTIC ' I REMOVE FENCE \ \ \ I I �� % �//%�%/% //%%/%//j' INV OUT = 544,18'T ie / HlD 03200-00-00-04F0 ' 0 \ /i jif iiiii/ o I I SIDEWALK r - us3 _ _ \ �' N/�WINSTONS RUN LLC DB. 4242 PG. 386 %j iiii%%.. � I ,,— SIDEWALK ` � / \ \ 41T�4 WINSTONS RUN '. I REMOVE RIPRAP / SAWCUT SIDEWALK REMOVE PORTION \ / / PlD 03200-00-00-04H0 REMOVE CURB !%/iiiiiiiii REMOVE CURB Iv_ AT NEAREST JOINT \ 5 n\ ' - \ - - - - ijj//y//� &GUTTER ij//ij//jji & GUTTER lb OF 15" PIPE \\\ N/F WINSTONS RUN LLC REMOVE/RELOCATE / ' 12 WO / //iiii \ ' / DB. 4242 S RUN UTILITY BOX & / /ii/ii%///%%/%%J ' %iiii/%%iiiijj/ 555 \ 4213 DICKERGON RC 1*"MAPLE l %%iiiii%iiiiiiiiii. .iiiiiiiiiiiiiiiiii' Z \ ASSOCIATED LINE 8„BEECH �i/%%/ij//ii//ii///i/ji%ii%%i/ R� IV" PINE IIII" /iiiiiiiii/' \ / APPROXIMATE 7pC R'9� ,qR iiiiiiiiiiiiijii�y l r \ � / 551 \ \ � \ \ - - REMOVE CURB & GUTTER \- I 12"B / / (SIDEWALK TO REMAIN) \ bye- \ T VEPCO�ASEMEN /rVp�'vEO� /\�\ / / OB 200� PG. 25 STR/q Fl/Lc� p E REMOVE ADA SIGN 1 — 16 NE ' / i / / IIII /5 / IIII// % /////////1 _ • "' ! / / �\\ � S � ` \_ - � ZOO /P- 14,„- / 1 NE // ,\y / / - ss2- - _ �_ - _ _ P1D 03200-00-00-019H1 ' 17 B H REMOVE ADA STRIPING / 1 O/\\\NA_ 5y3 _ \ - - - - _ _ N/F UNIVERSITY OF VIRGINIA cE.c1�a - - _ /i' $D INL"ETW/GRATE=540.8,1' %%/jjjjjj %j//// jjjjj//� e / / ' / / /�\n /' - REAL ESTATE FOUNDATION i/i / / / / \ \ / ^ _ - 0.33 ACRES ,////%%/%%/' %/ijj/�I INV.OUT = 534.28' 95'RCP /%ii/%//iii /%///%ii' EXISTING � 1 �� / 1 EMERGING TECHNOLOGY CENTER- / 12 O� ---- - I - (ETC) \ I I BUILDING \ \ I I SAWCUT (TYP.) 12 P NE \ \ I - P/D 03200 00 00-019H0 / ` I -- - - I - --- N/FUNIVERSITY OFVIRGINIA / ` I I REAL ESTATE FOUNDATION / I I 2.60 ACRES --r-----I--- , _ REMOVE -PAVEMENT I - 1672 DISCOVERY DRIVE / / �/ / /' / / i - -UGP \ APPROX)MATE LOCA STRIPING I / / / \ ��_ \ / / / ' / / REMOVE CURB V \ 15 VE /7�O EASEMENT - - i-SAN-L ._ - I I I I _I-_ __ I I t G \ r / ' / / / \ \ 7 \ I SAN - - ' \ / & 2187 PGA \ I 8„PVC II SAI— F- - —i—SAN — I I a /�\\\ / PLAT PG 657 1 REPLACE DI-7 TOP WITH I a / MHS TOP-550.111' DI-3C. SET TOP PER a h I I I V IAL£z40.47(lN� 8'PVC PLAS \ \ FINAL GRADING PLAN 20'SANITARYy,EWER n Il INV.IN 54052(E 8"PVC - - -' / EP n EASEMENT o a _ INV.OUT= 539.87(�) B"PVC - -� / M TO 566. \ \ c I D.B. 2085PG.1709-718 h I -- \ _ _ - / IN .INI� 760' "PLASTIC \ �+ IN .O 557. ' 15" PLASTI \ \ I I 1 I I I I e - 7 I I I I A I 1 ASPYNILT PARkI,(JG I 1\ a RELOCATE I I \I LIGHT POLE \ H6 I I I \ AVEMENT I 1 \ , ASPHALT M \ \ I �- / PARKING TO - 566.7h \ INV. OUT = 458.38' 15 PLASTID (S REMOVE PAVEMENT - STRIPING ! \ I � \ \ I h WATERLINE EASEMENT - \ 1 I LINEII m - - SEE DB 2171 PG. 263 PLAT \ / 20'T4A ROAD ACCESS EASEMENT AND DB 2085 PAGE 715 (PLAT) I m _ SEE Da2892 PG 325 (PLAT) \ I '. \ l \I 1 I II I • - / II / \ m \\ I I L \ / CENTERED ON PIPE I � 1 - / / (END OF PAINT MARKS) �— _ ' / / / MHO TOP=548,15' I - GO - ' 2 ATER / \ \ I 1 I 1 I \ \ \ - - \ \ r I T VOLT----------------r ---- - / I�/ I 1 \ - - - - 1------- ♦ i INV OUT = 539.i�5' 15" PLSTIC I _ - /---V= / \ I \ ` - ___ I _____ - _ - - i i i - - I � \ � Il✓�\ice % � \ \ \ ' - - 1 \ \ I - \ C&G \ - - - VVA4 T-- --- W ---- \ ------- \ I — —--------- \ \------- - ------ \ L \ _ \ \ \ I I I , \ i \ � � � nun rno -a e; --------------------- CRAIG W. I KO'CARSKI Lie. No. 0402048507 10/ 02/ 20 �. DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' O = a i J W Lu 3 N n Lu n c m N 0 a a Z o > Q A cmIn Lu > 7 n O L c U O `o OLu Q`- J i u% m o w I --I J 2 n u) 0 a W a12 o og E`o z 9� �N O a o � U C Z 3 Z m O g n 0 m 3 n O � c Y � N LL K C 0.0 16 cm. a c m E a J c 0 N a m da 10 a JOB N0. 0 o m� 44493 cg SHEET NO. n o C2.4 In 0 H E EROSION AND SEDIMENT CONTROL NARRATIVE: MI PROJECT DESCRIPTION A N S S S S S S S S 5 5 5 5 5 S S 5 NIMUM STANDARDS: EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, CHNIQUES AND METHODS: -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. -4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. S-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. S-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. -9, WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 5-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. -19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS, RAL EROSION AND SEDIMENT CONTROL NOTES: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN, PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS INCLUDING BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY.. SIONE - -70 VIFl--._�-- CONSTRUCTION. ACC; SS , 3 V-2A ASPHALT TOP I t o RSF SFONE (>GNSTRUP;'1IQN ACCESS -� 2% 1 ^2% i 2% i2' M N e *MUS LXIEN3 Fh LL WIDTH -mil POSIPW DRAINAGE TO SEDIMENT OF INjRESS AND LGRESS 0PER.,TIOV I' TRA?PING I)EVIC:G' PLAN MIN `--5" M;N. 2'.A AGORL(WL EASE PROFILE 70' MAN. A rASPIIALT PAVED WASHRACK EXISTING PAVF:VFNT OSII VI:: r)RAINAU rD FaMEaT IRA PING O:VICt FILTER CI--'FI - " _.... SECTION A -A A nnirtimtmn water tap of 1 iuch wuet be hnstalled with a nvuitmuu I inch ballcock slnttoff cnl e suppl ing a wash hose with a (hameter of 1.5 inches for adequate coustant pressure Wash water rntwt be eanied mvay fiomn the euh ancc to au approved settling area to remove ,sediment. All sedunent shall be prevented from CE entering stone (h'auns. (filches or watercourses. PAVED CONSTRUCTION ENTRANCE No Scale 1. SET THE STAKES. h--�i 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. will 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FL( aHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION O (FRONT ELEVATION) N/A 3.05-2 SILT FENCE (W/O WIRE SUPPORT) No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET TS (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale 50-100 60-100 50 3.31 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3: 1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR PS LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES, PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE TP PROTECTION FENCE. TREE PROTECTION No Scale • •rt�j .b �••r�r�l I �IIIIII FF - SEDIMEN� �� 4, II 0 . le. CONCRETE GUTTER CURB INLET 12" * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS OAPPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE IP STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. O STORMWATER INLET PROTECTION No Scale EO 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION U U STAK ;A FABRIC DROP INLET WITH GRATE VIIIN 1q, DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS hB.07-1 STREET OR HIGHWAY MEDIANS. STORM DRAIN INLET PROTECTION No Scale EXISTING 70' MIN. EXISTING `5:1 1 A 1 z� / PAVEMENT 1 • • �'ti 1 1 u 1 VDOT #1 COARSE AGGREGATE B 1 POSITIVE i 10' MIN. *MUST EXTEND FULL WIDTH OF DRAINAGE TO INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. 3" MIN. . T 3" MIN. FILTER CLOTH SECTION A -A REINFORCED CE SECTION B-B 3.32 ONE CONSTRUCTION ENTRANCE No Scale EXISTING PAVEMENT CRAIG W. J. KO'CARSKI Lie. No. 0402048507 �. 10/ 02/ 20 U M E 0 N OV N � > E w Q E R_ Luv3 ¢ a o 3 p U-- w 0 5 K W = M Q< J U m N 0uj d (7 W X N O LL o¢ U N F U Q M c o O N OD v CDw Ln 0 x 0 x H p w Lu x U z 0 to > ff 0 O Z O a CY U U) w z O U) Lu Ce F DATE 1/21/2020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z CW G a J I --I = Oa J w \w Q d Lu Q z m < n W\ (n / w = A 1­4 o ,./ p 0 z m a a J > A t LI m Ill z 0 Z n U c Lu O `o Lu l � Cr U Q � oa Lu Z 50 H m w oo Q Q C 0z G a o F-I o g 1 Q E`o z Lu E_ = 0 O a o = 0 o `[--q 7 m 1 z Z3 rn Z Q m a ° � n z Q m O o� z F__1 & t o '§ n O O > _ .2 Y N I. K = w d16 a o E `o E a J =o 8M � N 'o 0a JOB N0. 0 0 o 00 44493 c SHEET NO. n o C3.0 s E J �0 (` Excavated Drop Inlet Sediment Trap design drainage area (acres) (<3) 1.5 trap volumes: elevation (ft) area (so wlume(cy) 538.54 2365 539 2546 41.8 540 2956 101.9 540.54 3188 61.4 2052 Storage: storage required (cy) (134*DA) 2010. bottom of excavation (ft) 538.5 top of inlet elevation 540.5 storage provided (cy) 205.2 slope of wet storage sides 2:1 EXCAVATED DROP INLET SEDIMENT TRAP No Scale COMPACTED SOIL 18" MIN. i �77 i EXCAVATED DROP INLET SEDIMENT TRAP SEDIMENT -LADEN RUNOFF STORM WATER WITH LARGER PARTICLES CWD TO HAVE VDOT STANDARD EC-2 MATTING ON UPHILL SIDE FLOW C 4.5' MIN. D 3.09 TEMPORARY DIVERSION DIKE No Scale Vt TEMPORARY RIGHT-OF-WAY DIVERSIONS TYPICAL GRAVEL STRUCTURE AS DEPTH BELOW TOP OF REQUIRED INLET MIN- 1'- MAX. 2' , 7 � 3.11-1 TEMPORARY RIGHT-OF-WAY DIVERSION No Scale LARGER PARTICLES SETTLE OUT D D 2 INFLOW AInDLIAl Onnl Sediment Trap design #1 drainage area (acres) (<3) 0.87 '' VAWAri�E trap volumes circle CREST OF STONE WEIR 1IOU elevation (ft) area (so volume(cy) GRa Ro E 544.25 773 p 546 1260 65.9 ORTSTORAGE 547.25 1655 6T5 133.4 WET STORAGE Y LUX. (IX4WlEO) EtTER CLOTH CMGNAL caouxo atv. 1 wet storage: wet storage required (cy) (67*DA) 58.3 -WE MATE 3.13-1 CONesE AG EGAn CLASS L RIMNP bottom of stone weir (ft) 546.00 wet storage provided at this elevation (cy) 65.9 * coarse aggregate shall be VDOT #3, #357 of #5 slope of wet storage sides 2:1 weir length (ft) (6xDA) 5.3 dry storage: bottom of trap elevation (ft) 544.25 dry storage required (cy) (67*DA) 58.3 bottom trap dimensions: 54'x14.8' crest of stone weir 547.3 top of dam elevation (ft) 548.25 dry storage provided at this elevation (cy) 67.5 top width of dam (ft) 2.5' slope of dry storage sides 2:1 top trap dimensions 66x27' SEDIMENT TRAP #1 No Scale RISER L = TOTAL DISTANCE FROM THE POINT OF INFLOW AROUND THE BAFFLE TO THE RISER. RISER JFLOW 6" RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST 3' INTO THE GROUND. WOODEN BAFFLE No Scale PERSPECTIVE VIEW PLASTIC FENCE PERSPECTIVE VIEW l WIRE'I1'" FABRIC gal LINE POST 10 ul GROUND LINE MAX. BRACING CONCRETE FOOTING PERSPECTIVE VIEW METAL FENCE SA 3.01 SAFETY FENCE No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. - 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND HIRE All THE TRENCH. FILTER FABRIC AI\I�P SILT FENCE (WITH WIRE SUPPO No Scale SILT FENCE CULVERT INLET PROTECTION FENCE I *DISTANCE IS 6' MINIMUM IF **OPTIONAL STONE COMBINATION FLOW IS 1 TOWARD I EMBANKMENT FLOW 2 5' ' VDOT #3, #357, #5, #56 OR 457 COARSE CLASS I AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP HORSESHOE " WHEN HIGH VELOCITY OF FLOW CIP IS EXPECTED 3.08-1 CULVERT INLET PROTECTION No Scale CRAIG W. I KO'CARSKI Lie. No. 0402048507 �k 10/ 02/ 20 U M E O O rn U N � N � o > E w Q E LU l- w w 3 <LL 3 p LL 0 w0 mti K W L M j U m W J -� M a H N d U W H V =x O LL o¢ _ N F U Q C Ili o O N v CD H In 0 x c7 0 F- w w_ U U Q Z 0 U) tr 0 0 Z O a re U In w z O LU eC LU Q DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z LULU G a J O Q = a J LU LU p LUm Q Z m < 'A n LU (n > w A F o ,./ p 0 z N a a J t LU z � � n / p U O `D _v O U 3 U Q LU I- v d =0 W Z MO H� CD oo Q Q C Bz G 00 �w z w C N O a o 0 L� Q Q = C `11 K N Q Zm n Q ~ N O o z o n O c O N:2 = N X C U. W N � 12 a\ / E a J c L=l m om N 'o 10 a JOB NO. 0 o 0 44493 =s SHEET NO. n o C3.1 s E --—————————— — ----\ \ EROSION CONTROL LEGEND - _ : i� r - \ \ \ \ \ ` \ \ ` v - - - - - - - \ \ \ \ - t! 1• LIMITS OF CLEARING AND GRADING `,I \ \ \ \ \VANAGEDSTEEPSLOPES\ �TYP.J DRAINAGE DIVIDE SOIL AREA DIVIDE —SAF SAFETY FENCE 3.01 _ _ _ _ _- _ _ _ CONSTRUCTION ENTRANCE 3.02 _ \ - -� - - - - - X SILT FENCE 3.05 -------"--.`------,-------------.-._-�-------- ---------------------�-_—... '''��. '- - - --- _-._._.--- --.---------.-,-.___-_-_--_-----------.----- "-----.-.-.- ---- - \\ �INLET PROTECTION 3.07 — — ----- --- — \ IP //! I \ ! _/./ / �. ! r - - - - - _\ = '\ \\ ` \ \ TS TEMPORARY SEEDING 3 31 / PERMANENT SEEDING 3.32 �!i\ _ \ / ,' {{\{ \�\ {\{{ MU MULCHING 3.35 ! ASPHALT ASPHAL II{I I TP TREE PROTECTION 3.38 AS �1�1�.1 — — — — — — — it 1 I I DC DUST CONTROL 3.39 Now low JR nno SAIVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER �, \\ // EPIP----- CONC.SWK. FLB -- \ CONC. SINK. C & G \\ .�. I III L ! / ,� / /ii� /l Imo--------------- --- ,SIGN ---SIGN------ D //'-- \ \ ' `\ TS 1 \ I III -II I� .! ♦ , \ � p , \ — � -,\ /SOIL TYPE: \ { I , -36Ci - - - 1•- 11 .1 III{{ IiI"l\\ 1. � \ J 1 _ \ - I CONC. SINK. \ I. . f I 1 I 1 CONC. 1.1 3 LOADING SPACES '� { 7�4*� /' \\\ I 1 1 "1 1 1{_,1\�\\ r+�_i . IP111 ...LOADING DOCK / / - - I \ 1. `\ \ 1. ICONC./ / , I p 1 \ 1. l t r I I . SOIL TYPE: ` I - 1 - J LIMITS OF DISCI RBANFE 1 \ I f P\ I I \ 1 .I.I.I� -I. LI'.I! I 36C a // p / // .I JI 1 _ _'' l!J 4TAL; ms II { 1 J \ v - - - -- — — — \ ,. I.I .I .I I . I. -. I I / � tl I _1�1 �111�1 I�I \ t 11 1 1 1. 1.1 .1 1 6I . 1 .I LANDSCAPING 1 BANS ORMER n { { { }hI 1. /' / I 1 O I II '�• \ \ _ \ I 1 I I I\--- �!1 1 / / / / -- 1 FI ER OPTIC UFO UFO ,- _ _ 9 - O O - UFO - UFO L _.{ 1 p — ® i p -- - G p G p G \ ` �G G _ _ SAF _ - SF 1 ' / / / I I I I \ �� I / r `� GAS LINE y' _ - / _ _ - -- - > - \ co GZ%RLT II1�.1- .I.1 �I I \� \ \�`\ lid--W— —I-W .. - / _ / —yy ' /' /� -- - / /� PROVIDE ACCESS GA 1. 1. 1. L I.{ f I \ /I \� \ I �/ y / / .' , / [ AT 'Ll CONC. STAIRS \�\\, � / ASPHALT / I / ' ' ,' I APPROXIMATE20'- WATER LINE EA ME fT 1 . 11. 1 I \ X \� / / / \ / / / i / ` SEE DB 2085 G 712 \ \I \lam % \ \ \ \ — — IP CE_ '_ _____ ___ __ _ _ __ __ IP — --- � I --- ------------- — --- I .I") - - - - -- _----_----------- ---- - ---- FP---- -_ --- _------_--------- ------ ' ` �\ S232528" \137I16' I \ I C& GlI I 7 V - - - - . l / I S66°3432'E ----.------ — SAIL _ -523A34'Vt<_4'�84'_ _ - - _-_-----_-- =_ -.- _ _----�_I 'T -I 20.47' Comm __------II FIBER OPTIC L — _"__ — _-_----- �II. j II \\ I PULL BOX I WOODEDAREAI�I. \\ h \ 77 _ -FI�EROPTIC'tINES I y MANAGED ` \k .I\.�.",i- III II /o ' - -_-_- \ STEED SLOPES � �- - � _ \`\ /\ \!\ \ \\ \ I I 1/ / /' -i' �' ,'�' ' \ — \ 1 \ 1. -1 - 1 SCALE 1 "=20' I IP I T I //i/, \\ \\\� I I { 1 I I 0 20' 40' I - I I. .I I I / / / / / / \ \ \\ \\ \ I { 1 tl I I I h J I I I INV.IN=534.7' I { II 1 I J I I I I J i 11 i I / I J CRAIG W. S. KaIARSKI Lic. No. 0402048507 10/ 02/ 20 U DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' z uj ^ L.L c Oa Wc Q > Lu 0 N Q ` W T ^y c 14 o O� 3 m a a > ~ L ` 7 N jr} L C LuZOr > U U o U `o Lu O z3 U a w (n w = _j Q a � VJ a 0 C z °6 OE O O a O U) cn cn Oz O 1Of W o d O > LL X m m t \a E 0 JOB NO. 44493 SHEET NO. C3.2 + .+ + / - /. - ./-. / ./. / /i /, ,� \ .\ \ \ \ \ - �� ��i J \ \ — +_++ +-+ +v`+ia C'K_+ + t + +_f t + + + + + + + + + �A_+ + + / . _ / �' ` - , t— t - EROSION CONTROL LEGEND X +++�+1 "\ ,� __ �,, __ _-__' i �,�' �' \\`\ \\ MANAGED STEEP SLOPI `\ _' \ ,----_-\ �+ LIMITS OF CLEARING AND GRADING q�,I 44++++-___ DRAINAGE DIVIDE �21 + + * / / i / / - 'l: J am. - y - _ _ - \ \ \ \ \ \ \ - _ _ -- _ . — - \ . \ CRAiG W. S. K0'1ARSKI SOIL AREA DIVIDE Lic. No. 0402048507 + F + - / ,'i / / / 'y'r -�___ - ` / \\ I\\ \ -- — .� -'-'- - ----_-SQ�T-YP€_-_- _----------- -- -_--__ \\ -♦ 0/02/20 k \ \ _ SAF —SAF SAFETY FENCE 3.01F f a / + + +�� / / �/ ./.,./ /j -------�� , \\ \\ \ .� - - - --- — _--- -- - -- - - -- - - - - -- -- --- _ — br^OPJALQZ + + / / / ' ' -- — — — ---------- _____ -- ----- -- -------- - - - - -- -- --- _ -- --_ !. / / - _ + + + ./ /.i / �r'/'/ / /_� ---- - ---- _ \ ` / ( ` I _ ——.-------- _ _-------�_ ----. ---------- -_---- _ - _ — ^ - CE CONSTRUCTION ENTRANCE 3.02 ++ ++ / t/i/�!// /,/l/f \ \\` \\ r, /- r.-.---'----------. ----- - --____-�___ -.----------.--- - -� - - �.\`�`- SF)� SILT FENCE 3.05 N� + ++//l//ll/I! \\/\\-I //r — — — .-.---- - ------ --- -' _ - - - -- - --- - -- - --_-�\\\� \� \ \ >E + ---_\-\` \ INLET PROTECTION 3.07 £In L + � 0 GO+ PERMANENT SEEDING 3.32 �Za+ + W C7 wvI /U�J, UU�Z ILL I WLL SD CURB INLET MULCHING 3.35 w_j + + F /1I C7 TOP = 552.38' cc 98' o p �lf \.v z + ASPHALT ASPHAL?ASPHALT u OU +/ 18"PLASTIC TPTREE PROTECTION 3.38 ' O0- A IIII 'I..1I.I I"III.I '\I..11 '1rI 1I,1Itl'.fI 1i1II II t lI\ 1III\I II\II1 It 1 III IIII I \\ ' '" \ '—/- / -- -- —_ : •_}• \CL + a o _ r w�Z�_ DUST CONTROL 3.39 w Oil, + + y " + � + ! �I I VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER ++ ++L//III� nn LZE LEPIP a , Z+�+ + +` + + + + + t+ FL RB + + + zz + + CONCSWK. +\+ --------- -- - - - - - -- / +\++++++ WC2+ +++++ +\\W�urn \� +\ �NEWIADJUSTEDACSA + +WA7ERiL+N€ EASEMENT + + ��\+\+ w rN + + + + + N+\+ + + ++ + a+\+ r+\++++ ,+ SOIL TYPE: + +t + +++ ++++++ + + O �+ + + +++ DATE +\ + + + + >+ + + + + + + + + + + + + +112112022ao�ti0 + + ` 1+ ++' +_+ + + + + + + + DRAWN BY 1 .+++4+++\ + PROPOSED BUILDING 1 +� A. FONTAINE+ +1+ ,*{+ + ADDITION I* + 10,745 SIF 4\ + + + + + + + + DESIGNED BY - + 4 3 LOADING SPACES + + + + + + + + ++ + + + + + + + + A. FONTAINE + CHECKED BY �+ +1IP +\\+I+ ++ + CONC. EXISTING BUILDING a f-+-+_#_+-+ + + + C_ KOTARSK I LOADING DOCK \ 1. ,1+++++++++_+SOIL TYPE: + + + + + + SCALE I+ IIf I 36C LIMITS OF `+ + + + + + r'+ + + \+\ 1+_ + -+ _+ - + + + + Lu 1 "=20' + \ + + + + + + + + + + 47 .1 1 I\ l' II - I1 1 \I /I I1I I 1 ' / I I/ I I, /I 11iI I- '� I- I I/I `I `I i III / I-( \ I — /\ 1 I _1\II1I l I a -I\ , , , \F1 \ I II I I I � / \II Il II II I I1 I I IF\I IoI`= �I �II\ !I \I I\li 1I- ! 1 1 l/ \ I \x\/\ I I\Il\/� I i-I/ 1/ I. �/\\/—\:/ �`-I ' \/� `\/. '/v\ / `/ 1 //\l/\//1/`// i/0// /\/I/ I / \/ /// -I /I — //- / II // —/I 1- III — T--Idr I I I I9— -/ /I— - i II! I I /i W/ — I I I/ I//I—_- -I/ —I-- // /—. �r/--i 6_ /B — / _-_�(__- -- /_N`_�� -/l- --r'/F�— -1//'�E�/R/ _ i —_' P/1-- /_/l—G_-' --\ I i \-- ---9 -/ - -/ --/ — _ - - -- -_/--- _/ --- — / _-/_'--- - / -- --_T/__ ' _-'_ __--_ . — __--_ — --—/— _-/ —--__ — s_a`--N_ '/ —,._/-_/-_/ ___- --\--,T--- — --A/-� - /—� \ / _\ _l \\ \-'—_/ -A/; .\/ .\-�— \1\/\-. .l—\I.I-\. -•}.. ,. � -\\. J�L`IL "".\I1III IIL 1 h.II �`1T .\.II,lII`III I'S1 III\I`�I II -\I , . �I -I 1 I` -I /-I ` I 1 I- iI-IIl�I I— II I i T♦o-k` o 1 II / I ` I�IIy I II I I , I- '''z.;IIIIII%In II i��u, -` ! �- I I` -_II I I �I \/ /_, / x '- /I /I .I I -,-/ a/�-// /- L:Q-++r/ + + XIMATE LOCATION +I 6l + mlom+%/ I \+I II/ + \ i +\+\1++ 1O HE ROOF DRAIN +++ 1QF0 + + + + +± _+- _+ + + \ ' + + + + + + + +14 1i1_r / w+ + + + + + + + + ++ \ + + + + + + + \++ +/UO— O UFOO / Lu \+ + +t-+- �) + + r+++ _ $F - 13 SAII ui + + V� F) : + + ------ ' -------- ---+4 + + z�IaQz�A\/-1 I OUOOCCG L IN =a=vt;ao0wo+ + ++o ++ PRCI ACCESS GATE I \ \ 1++4 ++ ++ —-- —++ + + CO<VC. STAIRS + \ ZAPPROXIMATE20; + + ASPHALT WATER LINEEAS TENT SA SEE G712 WATER EASEMENT wp + CJI++Z ++�+ )-EX WQCE ++++ �-- +w +++ --- - o --- ----- S2357813716 -— --- S66°3432'E WT— E+ + + + 20.47' + =WCF - - - -- '--- --- - -- z ----- — -- - - - - `WOODEDAREA z ---------- I - -- --- -- w G) o \ m I - ----_ - - _ _MANAGED STEEP SLOPES U.I \ l faoc$Soxdmcc'�,; ( \IE 11Io I I I / ` \ a If � / \ �_ jll-II �.,-_ \\� 1 1 I � / / , / _ \ I I I l/ / \ \ \ I 1 1 I / SCALE VI I / I.. 1., IP III o JOB NO. a JL X �, 44493 IISHEET N0. I_�� I Ci3.3 _ I n I III �I INV.lN=5134.T I I - I z / "PLASTIC W/FEiS F E l ------ \F�D ...(.1 \ \ \ \ \ \ \ ' ' - '\\_- I 1 ,illy GG - UFO -rch_ G 0--= - ` GASLINE tw J / / APPROwrt�AZELOCATION \ I DRAINAGE DIVIDE FOR sVEPCOEAs;MENT _ _ SEDIMENT TRAP #1 6B2482 PG. 657 CONC STAIRS PLAT PG 651 ASPHALT I/ I / / / I / / / / I ` WATERLINEOEAS� 1VT / //, I I SEEDB208SPG712 IP TP m` CWD �' ` ( 1 // / // /�+ ( '000 Q- \ .. rTP \ _ _ \ `spo ow ------------- ly TP \ v - / - _ TIRO-- �� �- F{6P COMM. TS TS TP _ Ii JBE� P DCNESI DC DD \ \ \\ \\\ 1 \ _ - I I \ \ \ J I ... MANAGED \ \ \.\..I . L� II SLOPES \\ ,1\\ (11..II�.I }. 1� 1 1 I I it $SF \ \ \ \ CULVERT INLET PROTECTION \ \ CWD / \ I I _ - = \ DRAINAGE AREA = 0.88 AC / \ , / _ \ -��.1.11111.11k. I \\ II I i I I I I I/ / // // /// \- f11117. 1.�. \ i I ' I// --I\\. I I I I / / I \ \ \ I I / (. I II�L I I' \ I �.II I I / I I I I I I I I I / / i / --' \ IIIIiLl.fl.l Qf i \L,..� I /// I r / CIP , I I. 1 I 11 I I I m / I 11 I I / \ 1 I m 11l I VIN=934.7' /--r.1 LI I I -a�a ,ohm'"Pcasr�icWiFEIs TP EMERGING TECHNOLOGY CENTER TWO ETC 2 55,220 GSF 1SANco=ssa.s I FFE=549.00 EROSION CONTROL LEGEND K = 1! = LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE SOIL AREA DIVIDE SAF -SAF SAFETY FENCE 3.01 CE CONSTRUCTION ENTRANCE 3.02 SF SILT FENCE 3.05 E X SSFXX SUPER SILT FENCE 3.05 XX IP INLET PROTECTION 3.07 CIP ® CULVERT INLET PROTECTION 3.08 DD DIVERSION DIKE 3.04 �- CWD CLEAN WATER DIVERSION 3.09 RWD RIGHT-OF-WAY DIVERSION 3.11 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP TP - TREE PROTECTION 3.38 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER NOTES: 1. CONTRACTOR TO VERIFY THAT EXISTING 15" PLASTIC PIPE 1 / 6 TS BENEATH DISCOVERY DRIVE (UTILIZED AS OUTFALL FOR ST2) IS IN I 1 I I I I 1 1 \ \ \ \ \ \ \\ \ SOIL 7'YP J / / / \ \ \ .I .i IP I _� I I IP / , s INLET I IIN(< qur 5�z.zs' 1 I l I \ �' -- ` v - GOOD CONDITION WITHOUT VISIBLE DEFECTS BETWEEN EXISTING \ I I-LL , /, ThP=54426' II 8,P✓cl \ _ \ \ I I f ' -I�,� I -I -I \ / / 1 /LIVIN=535.5T21A" I I I \ \ \ _ _ - \ \ \ \ DI-7 AND FLARED END SECTION S OF DISCOVERY DRIVE. I \ \ \ \ \ \ \ \ 36C LI I m I I \\\ P asncl I 2. ST2 MUST REMAIN UNTIL ALL UPSLOPE AREAS ARE STABILIZED \ \ \ \ \ \ \ \ \ { .r I \� y I INV OUTI=535. 24" 1 1 \ \ \ \ IPLasn� I I I \ \ \ \ -% \ \ AND THE STORMWATER CONVEYANCE NETWORK IS INSTALLED. 1 7 1 1 1 \ or 1 t .9 DD \ \ \ \ \ 24 ACRES ITS OF DISTURBANCE: �44 Ij♦�\.-I IP ` +�` II __---- 1 _ r I \ \ IN 1 I� ---------- t - SSF / SOIL TYP E: - -- -- _ 36CS RI RAfI ' Ul '-- -_ - - -- / \ lNulN 54. 0'15" \\ \ \ I CE \\ \\ I I Z // / g118'24" \ RWD I _ LdsTlc SF WASH RACK / 48IP - IDC / I _ST1 1.' 54_ w,�- ,'- I l� I I - /,',' DD I \ , 12' O / I / 4 - - -- A \ \ - / SEDIMENT TRAP #1MAbLE / l -54/ \'_ 55 FBEEICH / l --- l -- / (SEE SHEET C3.1 FOR DETAIL) °1p1Na 0.87 ACRE DRAINAGE AREA APPROXIMATE 12"6 -LOCAfN BOTTOM ELEV. = 544.25SSF , 58 o2 ENr \°! TOTAL STORAGE PROVIDED: 133.4 CY 5y9/ az6sIa- \ >� �BUILDING) --� c- - 6�NE !1 I / )$ _\- - / TOP OF DAM ELEV = 548.25 s_ B ~/ DRAINAGE DIVIDE FOR EXCAVATED TP 562- � / / //DROP INLET SEDIMENT TRAP. �_ (DRAINAGE IP SAI STPA HE FACE OF EXISTING 76.2' / SAF I - _-_ CONTRACTOR TO REPLACE \,; / 35.4' --fi- .I / / / / / _% 000000 WITH DI-3C. SET ClTP I ryy ,1-L T -�E.-- I� \ / / , ST2 v TS I PER FINAL GRADING PLAN. h \ I I �- ' WEEP HOLES FOR ,, - - - ,- - -J- - 1 1 -- / /, / / \, \ DEWATERING � I I / / APPROXiM rELOCA \ _ / / , \\-15=VEY O EASEMENY I WOODEN - - - -SAN- I _ _� N I I I �>To F / // / \\\ BAFFLE I I I -�i--I I / / PLATPG\\ _ j - I I .-L__ I I \1 �r III ✓ /I- /-----�- -1 -- i� - SAF IP \\ /EXCAVATED DROP INLET SEDIMENT TRAP y a - T - I �f ' l "PLAS \ \ \\ I 1 \ (SEE SHEET C3.1 FOR DETAIL) - - \ 1.50 ACRE DRAINAGE AREA ! 1 h/ // v v V h TOTAL STORAGE REQUIRED: 201.0 CY TOTAL STORAGE PROVIDED: l 205.2 CY I \ 1 cr I I BOTTOM ELEV. = 538.53 SAF if c( I I 1 I L- I 1 N 1 / II TOP INLET = 540.53 s I 1 \ \ \ 1 1/ l/ l / l l l 1/ l l 1 1 I I I I 1 I I / 1 / l // l / �I I / I� ,( I �\ \\ -� / I I I n 1 \ ■ > / 1 \I I^ '/ I I/ LIMITS OF `.,` 1 1 \ \ \ I' -- / /\ \/ DISTURBANCE: DD I I/ 1 (51 I 2.94ACRES v� A -v 1 I I - \\ �� I \ (' . A C I' WATERLINE EASEMENT \ l \ I 20 WATER LINE , \ / I m .I-- \ r I EASEMENT �, \ 20' ATER LINE U \ SEE OB 85 P G 263 (PLAT) I _ I - I AND OB 20B5 PAGE 715 (PLAT) I \\ )\ / EASTERED ONP/PE I I \ \ ae.26e P�oas--P� \\ \ f\ I \Ill 1 1 \ / 1 l + I_. END OF PAIN; MARKS 1 \ �-- I / r / I __-- I' / i I , / -/��.. 1 1\\\� --� _ _ _-_' \ I / r --- ,\ \ �_ -- ------r--- --- UGP --- - ,-� `-- / �Y \ \ W \ - T- W- -A- \ \ \ W \ W- l 1 I \ _ I �- ` --'----------------- ---- -----___ ___ \ _____ _ -- I I I \ 'e-- ------ ---- C---- - \-------------�- -� - C \ \ \ \ / IP ' ' �� / / � vu -SAN � vu / I / / / N l 1 I I I \ u�. \ / / SAN- � l 1/ 1 1 11 1 1 1 I I I I I I 1 I \ IP \` =\ I / l I ♦ / // / / // // /->SAN�--�-.,- 3AN �- '/ IN SCALE 1 "=30' /♦ / / l l / 1 / 1 1 I / f I I I 1 \ \ \ \ \ \ \!.` '� I l / // l / / , / �_____-- '' _-'i _/ !'/ '/ / I \\ D /I 30' 60' CENTER20'WATER LIN� I \ EASEMEN 1 ED ON PlP¢ / / / " _ 1 O.B. 2085 PG. 709-718, I 1 1 l.. �'� 1 1 I \ i / / i L_ _ / _ 1 , O CRAIG W. J. KaIARSKI Lic. No. 0402048507 10/ 02/ 20 U ME O N OV N � > E w Q E LL 3 LL 0 d' W L h Q j U m MJ - vj a H C, d U W H 2 V X OQ _ N = U > ~ c O OD v DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=30' Tr �i c O = a J w J c Lu N Q U Q a Lua f�1 0 O� I� N a a z� c m Lu z � U n Q v c U `o w v O _1 Z 3 U a w � a Lti U) Lu 0 ca ~ Q 2w W a0 co 0 ' cg T 06 O z 9� c O O a o � U O c O Z m O � n 0 W ~" o� 3 n � N U1 1 X c . mo a\ / �8 E a J0 c m M m d� 10 a JOB NO. 0 o 44493 c .. c8 SHEET NO. n o C3"4 .0 H _ I 10,745 Sf� / i \ \`l •1 .•1.1 1 I F�D \ 1 F\ 1 I \ G -UFO GO--=- Art� L\ DRAINAGE DIVIDE FOR PPROXI SEMENTOCATON SEDIMENT TRAP #1 15'VEPCOEA_ \ 682182PG. 657 / CONC STAIRS / r---------- -- t - -- - - - - - - - I� I 1 \ \ -I I /n \ \ PLAT PG659 /' / ' '\ \ / y / APPROX/Mb TE20'- ' 1 \ \ \ // "'9- -�\ ASPHALT / I / / / I / / / I To WATER LWE 64S `- / SEE DB 2065�G 712 I I / / / \ IP I!,1\ \ 1 TP / "� CWD � / / / 1/ < 0 Q Ts 1 TP -- -- - - - - - - ----- - - - - J- - - -- -� -- --- --- ---- ---- - - - - - �� �-- - U - - UFO - _ _ __ _ - - - \� ' r' TP TS TS TP \ ¢ DC 55 `DD DC I I \ \ \ \\ TS MANAGED DID \ STEEP SLOPES 1 l I .I lu _ \ \ I 78' / / \ \ . I4 I IL III I Ili \ �I I I I I / 1\00 \ I I / / SF \ 556 1 1 I�I I�j I I ;I SSF I - l \ \ \ \ \ \ REI,OVE STORM/PIPES AND \ \ CWD BEGIN GRADING ASSOCIATED WITH SOUTHERN SIDE OF \ / I! I 1 BULDINGI FOOTPRINT. 1I1 li/$F/II1I r I I i / i I I 1 \ 555 TP \ BEGIN GRADING I I I I 1 11 1 �1\ \ \\ \ \ J / , / / \ l .I I �..1 I I I I O' I I' I I ' I I I I / fjSSOCIATEp WITH \ \ �• � I I I 111 1 \ \ \ \\ IP I " I I /' I IsIN.co=ss0.,e / \ I NORTHERN SIDE OF Tg \ \ \ EROSION CONTROL LEGEND K [� L! LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE SOIL AREA DIVIDE SAF -SAF SAFETY FENCE 3.01 CE CONSTRUCTION ENTRANCE 3.02 SF SILT FENCE 3.05 E X SSF SUPER SILT FENCE 3.05 X IP INLET PROTECTION 3.07 CIP ® CULVERT INLET PROTECTION 3.08 DD DIVERSION DIKE 3.09 �- CLEAN WATER DIVERSION 3.09 RWD RIGHT-OF-WAY DIVERSION 3.11 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP TP - TREE PROTECTION 3.38 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER NOTES: 1. CONTRACTOR TO VERIFY THAT EXISTING 15" PLASTIC PIPE \ \ . 1 qur 5f,7 2s BENEATH DISCOVERY DRIVE (UTILIZED AS OUTFALL FOR ST2) IS IN \ 1 1 I / I 6 BUILDING FOOTPRINT. _ \ GOOD CONDITION WITHOUT VISIBLE DEFECTS BETWEEN EXISTING SOIL TYPEI ( r'' \ 1 I ( I I ! I I I \ 1 I ' 1 1 I I 1 I / \ _ - ' 554�- \ \ ` I , I / _ \ DI-7 AND FLARED END SECTION S OF DISCOVERY DRIVE. I I\ V A V II. �, A\ I I I I DC ' 36C r� v \ o, \ ' \ 2. ST2 MUST REMAIN UNTIL ALL UPSLOPE AREAS ARE STABILIZED I I I I l! I \ \ \ Q1 {s AND THE STORMWATER CONVEYANCE NETWORK IS INSTALLED. 313 \ \ y\ \ \LIMITS OF DISTURBANCE: � DD \ \ \ 2. 4 ACRES 312 315 'le \ \ \ \ IIII / '/ '/ � I I I I I I I I \ ` 5/ /'1.1. i3 1 I I. 1 r-y I I 1 r 316 \\ \\ SSF v 55 SOIL TYPE: 30 \ I I II / / SAF I - / / / i / i / / / / i // / % i / � i / ' / // / ' i ' I III I I I I I I I I I ! / 1 I i I I / \ \ 1 1 I I /' ➢ / ' - - - - - - / - \ CE 7 l \ RWD 314 3 \ ' `1 \ / SF III TS �_ I IP SAF /' . , ,' /' // / / I I I I I I I I I I I I WASH RACK \- -7 - IP Ip / IP - -I / / / / / / ' / / / I I 303 311 1 DC ST1 � - \ \ , Lo 31- / I I /' // / I -r49 - SEDIMENT TRAP#1 ak IP/ / /310 (SEE SHEET C3.1 FOR DETAIL) J/ \ 6-I P 65 / / / I 0.87 ACRE DRAINAGE AREA A \ \ \ APPROXIMATE IF, TOTAL STORAGE PROVIDED: 133.4 CY DB2UUsP_G25S$F TOTAL STORAGE REQUIRED: 116.6 CY M \Tf _ \ \ \ ( 71 1 \ 1 I\ 1 1 I I 1 II I I I1 1I/ II I /I I/II ,rI I . ,I'I ' I /'I / '// // 1/ // /--�/ / // // I/ /r / \\ 1\ \ 1 /'I ' // /\\///\\ / /`\ /`\ ,\\\ \\ `\ \ I \!I II \ `I 1IIIIIIII I IIIIII I11 II1 IIIIIII II II /I1I �II I I I I I /�I fJIIII'I •I 1 .. 3-/0- `- - `BOTTOM ELEV. = 544.25 -I 30306 309 TOP OF DAM ELEV = 548.25 (DRAINAGE AREA IS ASSUMED TO11�11 1 1I 30 IP 4 DRAINAGE DIVIDE DROP INLET SEDIMENT TRAP. AF 1 SAF---II STOP AT THE FACE OF EXISTING - _ \ \� CONTRACTOR TO REPLACE I i / 35.4'76.2/ / / / / SAF BUILDING) ry I I \ DI-7 TOP WITH DI-3C. SET TOP I / I _-- I ��L �E• I \ / J / / PER FINAL GRADING PLAN. I ST2 , TS \ / ' / ( \ I O J //\, I F I 1 / / WEEP HOLES FOR - ' J/ I I 1 .- I-- I I I -1'/' i \\ ` \\ / - - DC I _ _ 1 / / \\ \ \ DEWATERING _ APPROXiN1 TE LOCA \ \ WOODEN -SA I _ I I ('7-0/,/,TS=vEP2fASEMEn*r\ BAFFLE \ 1 -�- N ---(I� I f ./ , \\,... PLAT PG657 \ �I 1 �/_ I�1 I / __ I - -- I _ ' $AF \ I \ EXCAVATED DROP INLET SEDIMENT TRAP y,� - - - T - I I (fF0 _ IP ^pLAs \ \ \ I \ \ (SEE SHEET C3.1 FOR DETAIL) rI\ e - -- -- 1.50 ACRE DRAINAGE AREA l' S �- 111-\-� TOTAL STORAGE REQUIRED: 201.0 CY 11 TOTAL STORAGE PROVIDED: 205.2 CY h / BOTTOM ELEV. = 538.53 I SAF I II i II \� 1 � 1 TOP INLET = 540.53 it c�i SF It LIMITS OF DISTURBANCE: 1 \\ DD 2.94 ACRES , \ \I 1 I \\ I- \ /' WATERLINE EASEMENT v 1 I / \1 Iy I I ITi 'I-- r SEE OB 2979 PG. 266 PLAT 20 WATERLINE \ 1 , \ 20' ATER NEI I I AND DB 20B5 PAGE 715 (PLAT) - \ I EASt`MEN7 ` ` EASEMENTt�EI \ 1 ( ) \ l I l I \ 1 aB 0 PG. 709-- PIPE f 1'\ \\ (END OF N MARICS1 1 --_ I\ \ ' III d3 \ \ 4-- - r 1 II I \ _ I \ I 1 ..kE / J \ 7- _/ / / /' `11111 TOCK'`PILE`I\ --------- �-�/\ ` ---L_ -1 UG? SAF \ -� - W _ \- _ \ T W- -�- �\ �� - �_--__ � �� \ CN \ \ \ \ �� � S`----` __- - ` \ - �_______ __________ \--________ -- )P - - -- / vu � vu -SAN - �, i SA N / SAN � l I I I I I I / I l l I I I I I I I I IP \'\ I / ♦ / / ->SAN - -� j/ / / ! / / 1 I 1 I h I ` I f J / f ( / / / i i / / � ' ' i ' � 3ANT-i `- �_ / T-SAN- /' I SCALE I"=30' / �20'WATER LIN \ 1\ I' "off\`v\ 1 I ' I /J / // / I / ,J i'/ i' ! - - / ' / i / 1 1 / /I/ \ EAsEMEN CENTERED ON P/P4 1 I O.B. 2085P :709-7f 1 n� / 1 I / / / / / / ' / / ' / / 1 / O CRAIG W. 3. KOTARSKI Lie. No. 0402048507 �e, 10✓ 02120 0 M E O N OV N � > E w v E LL 1 3 LL 0 w O m ti K W L Q j U m J r m a H N U d W vm �i O < cc OQ M.r = U N m fV = > F c ui om N OD S C7 0 2 0 w Lu x U a z 0 W >r 0 0 z O a U In w z O In Ir Lu 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' ^ L.L c O = a J N W\ m / W CV " 0 W 3 N W < G o LL la 0 O� N a c a N 1..1.. Z m Luz U r o \ O U I- `o O Lu J Z m 3 U' w v/ w = H� m J C) 2 `o Q a W a 1 U o ` z z= m O O a 7 O O N a Oz ° 0 III o 2 m a E o JOB NO. 44493 SHEET NO. C3.5 i10,745 Sf" / y, �� 1 1-1..1..1. 1 ,\ +`+++++++++++++++++ ' / / \ I \ I - ` \ \ ` ` \ \ \ ` \ \ \ \ \ / / r : I - I. I - ` ' ` \ \ \ \ EROSION CONTROL LEGEND K \ / \ 1.11I1 I \ + + + + + + + + + + / \ \ / / 1 I + + + + + + + + \+++++++++++++^+,+} LIMITS OF CLEARING AND GRADING EXISTING BUILDING /� i / / r '`: I \ II -1 �' I + +-+++ + ✓ +' + + + \+ + + + / + + _ — — \ \ ` \ \ \ \ \ \ \ DRAINAGE DIVIDE +w_+ +-+-+-+ + + + W _ + + + + + + + + + + \ \ + + + + + + y+ \ ` \ ` \ \ SOIL AREA DIVIDE \\\+ t±_ + + \ \ ` \ \ SAF —SAF SAFETY FENCE 3.01 \++ + CONSTRUCTION ENTRANCE 3.02 \ \ + : + :- + + + \ \ — UFO —UFO- —4�/__ _ �JFO� i ' - - / 1 \\ +` s + s + + 4 �+ + \ \ l \ \ 1 I - _ yso _ - j \ \ / i \ SF SILT FENCE 3.05 + + + j+ + +mot + —++ . . . . . \ / / / / / f ` / SSF X SUPER SILT FENCE 3.05 CN -�-- _ _ - W/ .— / / \ + \+ + k + + / + +' a t / I \ + + +\ t + J + + + + tt - ` _ APPROXIrt�A,jE LOCATION \-~� / ' / /---- i --- f '/ - + + + + \{ + h + + + \ Zi82 PG. 657€ - - \ _ -/ 1 , \ / +l v + + + \ 15' VEPCO EA MENT 1 I ` t / ` ------i r / , 111 1 \ 4 4 +_+ + \ -� - - / / / /- �� ' IP INLET PROTECTION 3.07 _ _ _ / _ / -- -- -- -- ------ \ + + + + + + \ PLAT PG 657 A ROXIMATELOC con srAlRs / , Z + -' j + +1+4 + + + + s9 N / - I� + + \+ + 's . + + + 8 `� cr h h ha by b�0 y'1 \ / WATER EASEMENT / I / / a^ PVC APPROXIMATE20 _ \ +I + \+ +�+ 9�+ ` 9 0 h h h h h 5 ` r. _ r ASPHALT / + + e + l 9 / / 1 -� / T++- Ir CULVERT INLET PROTECTION/ I / / SANITARY/ I T ' WATER LINE EAS � IT 't h -REAS ZONE 1 N2225 8E 40.42' 1NEW 20' WIDE AC9`A 2085 PG 714 / \ + + t +\+,, + + a — — — ! + * + ++ +++ + + + + + + + 4 + / I / / S�W�R ONTRACTORQO SEEDB208SpG712 I + + 4 +'�+T(6. + + - + + + + + + + + + ✓ + + + + +/++ ++++�+++/+ + +/+ + + + + WATER EASEMENT // / ERIFY TIE-IN TO / \ \ I+ + 1.�.' y + + ,T-- 1 +/ + + + +/ + + +/ + + +/+ + + + + + 1F + + +� +20'DRAINAGE EAS NT VAR/ABLE M�DTH / / yy IP I 1 CWD + + + + 1 + (/ + + + I/// EXISTING 'd)TARY - i� -� `+ \ !+ + +'+ + f + ++++/++++++ + + + + ++� D82085PG7�1 ACCESS EASEMENT -- - -- - - - ywEwF------- -� I�r++ r +�+ 1 +''+ + _,-+DIVERSION DIKE 3.04ro . - --- -� �—Qom\ \n + + , b `tD J� $P 711I ++++++++++++/+-+t+f+�++++;+++ +++r\++++++\ +r+++��++++++r+}+- + +++++ +}�f+I----------------- ----------------- - - S23`<^ PS 8+ +r+++1 + + + ++J++ ++ a+ + + + + + + + + + + + +. + + + CLEAN WATER DIVERSION 3.09 / C + + + t+++}(,ttl+, '+p tt\++ att t +\} t}v }}++ t C�D + + + + + + J + + + + + +I + + d + 4 + + + + + + + + + + + + + + + + + + I + + + + + + + +_+-+-+++/.-_,-.t-0---_-/'1/I-— / +++/++ +,+++++++++++-._/++.4++��++I,.++++\+++#+++++\r-+-+++rr+++++-1 -++%+++++ ++++++k+}++r�+++++tl+}++ }+++Y�}+t+ +} +++}++++++}++ +++++++.. �+++++++++++}++++ + t+}++r++++�+++ orr I P ++ + + + + + + ! + + _ /+ +� \r + + + + + + + + + + ++++ + +-+-+ + + +-+{} - _ RWD RIGHT-OF-WAY DIVERSION 3.11 + --+++ +{�.\�.'� SF—=+++++++++IP 549 IP +TEMPORARY SEEDING 3.31 1 - - - , - \ \1I 1 ' \ \ 1 \ + +\+ PS PERMANENT SEEDING 3.32 S I I\I++++++++++++- - MAGED \ i \ L\J1\+��++++++++++-EOPES I I I I Iu- 1 I l i PS \ \ \ \ \ I I I // / ll I I ` \ PS //+F+++++++++ N\ MULCHING 3.35 \ 1 \ \ 11II I li I' V / \ \ \\ I / I / , 1 \ .:.++++}+}+}+/NI \\ \ \ I III+++++}/ / - 1 .1 I I. I I I ��I ( I 1 / CWD +++++4\ \\I VP il- _- \ I \ ++++++++}+TP — TREE PROTECTION 3.38 ,_ 1., / I 1 /+++ +++o> O I ++++++++++++++.+++++++++++++'. 'DC DUST CONTROL 3.39 7 >+ + + + + + 4 I IP + +1 + + + + - + + + s * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER + + + + + EMERGING TECHNOLOGY + + CENTER TWO (ETC 2) 1 I +++++ 1 \ NOTES: + 01+ ++ ,z; �. 55,220 GSF + s + .� / s rn 1. CONTRACTOR TO VERIFY THAT EXISTING 15" PLASTIC PIPE FFE = 549.00 \ +++++�+r+++ \ \ BENEATH DISCOVERY DRIVE UTILIZED AS OUTFALL FOR ST2 IS IN IP II I I I I I l � \ \ PS I ( ) i l z r+ ++ SOIL 7'YP J / / \\ III 1 1 I I/ / I / I I I I , I J I \ \ \ _ y +++++ %+ m \ GOOD CONDITION WITHOUT VISIBLE DEFECTS BETWEEN EXISTING I I / / 5 PS ( +t +\ 1 DI-7 AND FLARED END SECTION S OF DISCOVERY DRIVE. I I I L•�I I \ I PS 1 I I I / \ \ - + + 4 + + a \ 36C T� P$ I \ + d + + 2. ST2 MUST REMAIN UNTIL ALL UPSLOPE AREAS ARE STABILIZED { I (I Y- ' \ + + + - + + \ AND THE STORMWATER CONVEYANCE NETWORK IS INSTALLED. \ \ LIMITS OF DISTURBANCE: I+, - J IP +++++ +++++r+t 2.94ACRE$ Ip ;4{ ; +++++++++++++++ 4' j I I + + + +` + + + ` I - N++++++++++\++++ \\ IP SOIL TYPE: / + +. 4 } t + + + } + /'//'/'/�/� � '/ /'/ / / / / // // I I I I I I I I I I / I / //.% 1 I � .I ._ I - :. \ .�+• I I // IP IP PS 546 \ I / N ' -> .•�•-�:. _/ $ \ 1 s66°25'31"E 36.16' l IIIIIIIIIF ��� I I I_. �• .ti _,l1 SI J- II L���'j�' / ---�/ .(J / Y I / / //// ,' /// // /' / / / / �' // / / / / / / I I I I I I � � I `• II 11 I � I 1 ' $$ IP _ di PS— / DC IP ` 1554 \\\`\ APPROXIMATE _ I P / \ - y"I - \ 'off\ qR IF, / / �\ 5-LOCA-ip qyl FqS SSF - I / \ ` ye' ` VEPCO ASEMENT //I/ FQ Z Dec O/I C /( I P / , \ \ 9 \ OB zoos Pc. z5 S) 1 F ..-_y5 -I- R/q P �pO \\ 6\" �L -\ R NT 111:61z / `S6o.\ \\ \- NF \ I I1"/'[.psT,�-___- IP h h h h �� - 562r - - \ ( PCE /\ ; b h 657 / mq - \ 7\ I I \\/��_- \ 1 11 II I I I I / -// /I I\ 1 I 1 1\ \\ `\\\ \ \ I- I, I I I I I I I �I ®H I A \\ D SAF I 558 / I RACK SAF 1559 PS \ PS 560 Ii I E PS _ I I 561 _ v AV v � IP � DC 562 \ \\ \ \ T APPROXiM TE LOCA ®/'/ �563 \-�15=VEPrO EASEMENY\ O \ / ) // / �i (.� \\ / PLAT PG657L 1 \� 564 IVAIRI e l l I I I , --�- _ , 1 \{ I I / 4E yvl� I ROAD / -/ — — — - — — — — - SA / , ` 565 IP I ACC 9S AISE��jMENT I /I �' , I l l / l l I SlE B 0h5 Pd7 91PLATl ' SF - - / I - \ \\ / / P / q h T S 5� PEAS \ �� -Tr 1 1 1 rr ll r 1,—r-- / l It /l Il Jl ,l J l Jl l ; 14 �f /; I y ► `; ` 1 ; - J' , , \ I J ,' ;\ /, I \ I/ / l // 1, / J I I I I /// l ,I I I I v, v A I -- //// / II / ,I�JJ / I / I I I l / / I if �I 1 1I, I, dyWATE 1NE EASEMENT 120 WA LINE / `\ ' '' -� 1T7 \ -I-- \ ( SEE OB 2�79/PG 263 (PLAT) `\ \ \ / I 1 , `\ \ P S EA V WENruNE, r -.__.. \ 1 I 7 I '\ EASEMENT , I \ U \ I ROAD�CCESS EASEMENT I AND E B 21 PAGE 715 (PLAT) - 1 I \ / O \ / �ENTE ED ON PIPE! �,. \ f` ERED ONP/PE I SEED 2892 PG 325 (PLAT) PG.7a9at9 \ \ `r' I \ I1l /1/ END .v T - 1 1 { I 1 I I I I I , J / I I / \ \ �\ % - -- I © 1 / � _ - - _ / , \ 1 1 111 \ _ I ` \ r / / , -F\ -//�/ / \111,11 1 \ _e�- I - I /J --- --- - _ I \ -, L SF-- A -- --- -----------------_- --- --- -- - -- - -- -- = -- - - - - _ - - -• �� I� - \ W W— l l I I I I I I I 1 I 1 1 I I I I I \ \\ `� I \\ "-i- \\ \\ W— L \\ __ _ ____ ______`__ ____ _ __ _ _ s '2r1J_W a$5. \ —\ \ _ _�__ _C _ \ ----C---- _- C--- -------------- \ \---_-_- - ___ � \ \ \ \ \ � (\ 1 \ \ I• �, / �//J IP ,' / // ll I 1 I I I I I I I J \ ' \� I ` ``I vu / I / l / / —SAN — - SANS--��— -L — SA 1 �\ SAN — IP \`� 1 I / / / ♦ / / / / �/ /' /->SAN�--� / 3AN �- ' I r / / / / / / / � T�-jAN / \ SCALE 1 "=30' \\ ( I I /J 1 I/'-/'--' '/�' / II \ OJJI 30' 60' /I 20'WATER LIN I To. \\`f\ I / / - - i - - - - - _ _ - - - - / - /ry \EASEMEN. _ I , / I CENTERED ON PlP¢ / , / 1 O.B. 2085PG. 709-71A 1 I 1 1.. �'+ 1 1 1 , , - / / i c- _ / _ 1 \ G) CRAIG W. J. KOTARSKI Lie. No. 0402048507 I'n. 10/ 02/ 20 �. z O 0_ U L W z O Ln 5 LU QC F DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=30' Tr �� c Oa J wc > U w nI Q `) m WQ a T a 2 c I� N H1 0 O� I� N a a > I— J w L v c m z r w / 1 n U �J U L `o Lu I� d O _-I z 3 U a w oa Ln Lu D 0 1"4 m U) 0 a W ao o� T 0 O z 9� c O O o u O c 1 VJ Z 3 O m In � n 0 w ~" o� 3 n O � c Y W Yp � N U. X0.0 016 +F 0 a m_ m r 8 E a J c 0 m 06 d 'o 10 a JOB NO. 0 d 44493 c .. m � c$ SHEET NO. n O C3.6 s E H _ + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + t + + + t + + + + + + + t + + + + + + + LEGEND: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + t + + + t + + + t + + + t + + + t + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + t + + + t + . �+ - -� - y ° --+ t +_+I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CONCRETE SIDEWALK + + + + +.. y- • + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++1 �+ —y—�t++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + - -+ . =+ ... �' + + t + + + t + + + + + + + + + + + t + + + t + + + + + + + + + + + t + + + t + + + t + + + + + + + t + + + + + + + HEAVY DUTY CONCRETE + + -� �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++1 I -- ��+++++++++,yob +++++++++++++++++++++++++++++++++++++ + + -- `+ -. + + + - + ,4R AND-0U1LD/NG TW K + + K+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + I - �+ + + - + + - + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + HEAVY DUTY ASPHALT .. - -� +. + + + ±1+�+++++++++++++++++++ ++++ + + 1 I MANAGED STEEP SLOPES (TYP.) �J + + + + + + + + LIGHT DUTY ASPHALT + + + + + + + + + + + + + + + . . . . I + �+ + + + + + + + + + + + + + + + + + + + + + + + + + GRAVEL ++1 I . ....+++++++++ + + O + + + + + + + + + + + + + + + + + + + BUFFER AREA + + . . . I + + + + + + + + + REINFORCED TURF ++++_ I .... +++++++++++++++++ + + . . . . . / . . . . . . + + + + + + + + + +. + t + + + + + + + NOTES: + r . . + + + + + + + + 1. CONTRACTOR TO COORDINATE WITH + + + + + + + + + + UTILITY PROVIDER TO RELOCATE EXIST. + + + + + + + + + + + FIBER OPTIC LINE AND TELEPHONE LINE + '+ j / + + + + + + + + + AS NECESSARY FOR CONSTRUCTION. + + / /// + + + + + + + + 2. EACH OUTDOOR LUMINAIRE EQUIPPED + +. // + t + + + + + + + WITH A LAMP THAT EMITS 3,000 OR MORE + +. .+ _ p w + z + + + + + + + + INITIAL LUMENS SHALL BE A FULL CUTOFF + + + + + + + + LUMINAIRE AND SHALL BE ARRANGED OR frh + + + + + + + + + SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. + + + + + + + + 3. A KNOX BOX SHALL BE REQUIRED FOR THE + w /i +x+ + + + + + + + +. j / / + + + + + + + PROPOSED BUILDING. +. U- / / / SD CURB INLET +m + + + + + + + + ARCHITECT/CONTRACTOR SHALL + + (0 //� j TOP = 552.38' W + + + + + + + COORDINATE WITH FIRE MARSHAL'S ++' Z / / + + + + + + + + + / INV OUT = 543.98' OFFICE FOR FINAL LOCATION. _ __ Y // ASPHALT ASPHALT ASPHALT � + + + + + + + + + � I - � /j / 18" PLASTIC + + + + + + + + + 4. ALL WATER AND SEWER FACILITIES TO BE + .1 �UMPSTER / /� RESTRIPE PARKING RELOCATED + + + + + + + DEDICATED TO PUBLIC USE AND THE + I ® / / FLUSH CURB CURB TRANSITION CG-6 TO MATCH EXISTING FIRE HYDRANT +� + + + + + + + + + 1' AREA / / / - • + + + + + + + EASEMENTS FOR THOSE FACILITIES AND + + . / 1 +ro + + + + + + + + SHALL BE IDENTIFIED BY A STATEMENT y 1 20' DRAINAGE / / I + + + + + + + THAT THE FACILITIES ARE T BE 8 LLARDS EASEMENT / F 2 A C S O nnH + + DB 2085 PG 714 + + + + + + + DEDICATED TO THE ALBEMARLE COUNTY CONC. - - - + + +� + + + + + + + + SERVICE AUTHORITY. PAD--------------- + + I - E. '= p + + + + + + + + 5. CONTRACTOR TO COORDINATE WITH + / ° \ _ + + + + + + f + f + + + + + f + CHARLOTTESVILLE GAS DEPARTMENT IN + + l O® 9.72' / / CONC. SWK. FLUSH R3 a {: o c C G \ + / / ° 6 a ` \ +- + + + + + + + + REGARDS TO THE INSTALLATION OF THE + +. L / SIGN v v ° \\` +�+++++++f+++++++ GAS LINE AND ASSOCIATED METER. + + + �' / �/ / / LANDSCAPE \�\ TAROX/MATE 0' \ + + + + + + + + + + + 1 / i �- R EASE NT�+ NEW/ADJIdSTED ACSA + + + I++++++++++ INA + + / ///� /``\85PG71 I� ++++TER+LINE ++++I+ + + + �+ + + f + + + f + +� + .+ + + f + f + f + f + //// WALL a \\\ + + + + + + + + + +� ++ + I /�// WALK `y\ + + + + + + + + + + N 93.5' l \ + + + + + + + + + ++ +�' r+ + + + + + + + + + SCALE1"=20' + //// 5' CONCRETE \ + + + + + + + + + + + + _-0' SIDEWALK \�` + + + + + + + + + + + +.� . P/D 03200-00-00-019EO \\ + + + + + + + + + + 0 20 40' UNIVERSITY OF VIRGINIA FOUNDATION \`\ c I+ + + + + + + + + + + j DB 3838 PG 028 PROPOSED BUILDING ` \ + + + + + + + + + + + 710 ACRES ADDITION \ + + + + + + + + + + + + I 1725 DISCOVERY DRIVE 10,745 SF \� + + + + + + + + + + I 2LEVEL BRICKFACILITY \\ + + + + + + + + + + + + + - I _ GAS 115' ° `\ I+ + + + + f + + + f + .+ . REGU ATOR 3 LOADING SPACES \\\ + + + + + + + + + + + ` �+ + + + + + + + + +� + +' I + + + + + + + + + + CONC. EXISTING BUILDING p + + + + + + + + + +� + + I WALL 1 + + + + + + + + + + LOADING DOCK + + + + + + + + + + + +� - . . . '+ + + + + f + + + + + + PRECAST CONCRETE I + + + + + + + + + + + . I WHEEL STOP (TYP) I + + + + + + + + + + + APPROXIMATE LOCATION + + + + + + + + + + OF 10" HDPE ROOF DRAIN a e � I I + + + GAS CONNECTION I I I j + + + + + + + + + + + + RANSI�ORMER APPROXIMATE SANITARY SEWER AND METER I + + + + + + + + + + I I APPROXIMATE I I I r + + + + + + + + + + 1 + + . LOCATION OF EXISTING CONNECTION ROOF DRAIN + + + + + + + + + + LOCATION OF I + + + + + + + + + + + + 1 j EXISTING FDC SANITARY PIPE / I+ + + + + + + + + + + +� I 1 ,a I @3 - - -* - �99 SHRUBS �O / 239.3'� ++++++++++ f+++++++ f+ + + + + + + f + + + +. // I+ + + + + + + + + + + + `\ I \l 1I F/ ER OPTIC + � - � \� ` ��� �`4------ \ —UFO— I + + + + + + + + + + UFO— UFO— FO -- —UFO— — --- OF + + I _ \ \\\ + + + + + + + + + + PID 03200-00-00-009GO + +' `� \ p p p G + + + + + + + + + N/F BARRY L OR FL ORENCE M BOSWOR7 + SIG v W G / / I + + + + + + + + + + DB 2846 PG 213 + + . \ \ 2 N ` / / + + + + + + + + + + 2 28 ACRES + t \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - + + + + + + + + + + + + .� . ` \ c L CaRB ° j I + + + + + + + + + + 4147 DICKERSON ROAD + +- G�� \ .1 + + + + + + + + + + + + - \ \I'\� -- - W - - - _4 - \ / / 1 + + + + + + + + + + + + ` �I —w— — --w - - --- - — — — I / I+ + + + + f + + + + + + \ \ I q L /T CG12 tJ / + + + + + + + + + + + + p 2 A CONC. STAIRS j + + + + + + + + + + + \ \ ° APPROXIMATE LOCATION I + + + + + + + + + + + + + + \ �` \ 20' WATER EASEMENT VARIABLE WIDTH AN I APPROXIMATE 20' PROPOSED 4" PVC I + + + + + + + + + + + + ` ` ASPHALT ACCESS EASEMENT i I + + + + + + + + + + RURAL AREAS ZONE + + p `� \ IRE HYDRANT DB 2085 PG 714 110.4' SANITARY I WATER LINE EASMENT + + `� \ ASSEMBLY "��� NEW 20' WIDE ACSA + + + + + + + + + + DB 2085 PG 711 I // �h \ WATER EASEMENT 20' DRAINAGE EASEMENT y N I ORIFY TIE-IN TO I+ + + + + + + + + + ht-1�� - - -F SEWER � 9� SEE D62085 G 712 I + + + + + + + + + + + + ++++ \\ \ DB2085PG714 EXISTING SANITARY + + + + + + + + + + �T//�II� (�/�I /j{(�% + + 25 + + \ \ s LINE IN FIELD + + \ \ 1 + + + + + + + + + + + + + + + + + + + + + + +� ------ ----- - --p - - - - -- -- -- --- - - --- - - I P -+ + +--:F +-__F + + + + + + + + -i- + + + + + + +_-------------_----- - - - - _--_---_----------- - N -- + + �a C&G is SIGN I l• mil• t 1• t• t• �F� �r� ++ + S+ + +AATCH LINE SEE SHEETC4.1 + + SAN T GATE - + + + + + + + + + + + + + + + + + + f + + + '&FO— + + + + + + + + + + + + + + + + + + + + _ UFO -. _ _ .-30'—�I 6' TALL BOARD ON + + + + + + + + + + + + + + + + + + - _ - - c=_ BOARD FENCE W/ GATE + + + + + + + + + + + + + + + UFO-- — — — - — OF UFO --UFO= 2 I � � FIBER OPTIC 11 b m 10 5, WOODED AREA . . ........ PROPERTY BOUNDARY LINE . . I' I �I n o UTILITY YARD ° I n II z I 10.42' GAS METER AND TOP=542.25' I I w Rr - . CONNECTION (SEE NOTE #5) INV = 534.30'8"PVC I � � INV O = 534.15' 8"PV it (2) BOLLARDS I I I II � MANAGED I STEEP SLOPES { �I I 340' II I co I I o RELOCATE FIBER OPTIC LINE (SEE NOTE #1) t CRATG W. I KaIARSKI Lic. No. 0402048507 0-, 10/ 02/ 20 0 V) 0 x c� 0 2 0 w Lu x U Q z 0 ff 0 0 F� z O a u U U) w z O U) Lu 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' I Tr �i 0 = a J i W J Lu 3 N Lu 6 a / c A r� o Lua m 0 Q > A Lu z � n J O � `o 0 Lu J t U QC < 7 L Q 3 Lu m L o o H� Q a r 0 9 0 d I -I z � Z O o z o 0 N L X d d L JOB NO. 44493 SHEET NO. C4.0 E a O SIGN' `. ✓ . —— T GAT s� I o II II n- � a TOP=542.25' SA - = 534.30' 8"PVC = 534.15'8"PV I l I I - MANAGED I STEEP SLOPES I I, II I I. I II l i Z I 0 I f l i U l � I r o I C I W ' I o I I I II �I co I lQ +I III'I I i �li I II I I I I I , I I I I .r jl 13. 1 I I ' I, `1 1 1 m 2 I I I m CROSS WALK I !' I CG-12 STRIPING I 100' SIGHT I DISTANCE LINE CG-12 1 PROVIDE UTILITY BOX AND I 1 COORDINATE WITH PROVIDER I PA ON FINAL LOCATION I I I 1 SIGN DISCOVERY DRIVE 1 ' ° +- 0.2 MILE TO LEWIS & CLARK DR ; R�0 VARIABLEW/DTHACCESS EASEMENT I I DB 2085 PG 714 I I ucio- + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND: E + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - UGT _ _ + + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F LTiI 0 —30'— �I F TALL BOARD ON \ CONCRETE SIDEWALK BOARD FENCE W/ GATE + + + + + + + + + + + + + + + + + 59' BlJFFER µND BU(LDITBAI + + + + + + + + + 1 + + + + + + + + 17 + + + + + + + + + + + + + + + - + + + + + + + + - + + + + + + + + 12' - - + + + + + + + + r HEAVY DUTY CONCRETE IICRATGW.J.LaIARSKIY ° 10' 5' 20.38' � r T + + + + + + + + + + + + + + + T Lic. No. 0402048507 °p C c- om - n ° ° ° °77777777 + + + + + + + + UTILITY YARD a a 28' + + + + + + + - 50'BUFFER HEAVY DUTY ASPHALT p 0/02/20 4 10.42' GAS METER AND �� �_ a. T + + + + + + + T AREA Fs'®PJALG CONNECTION (SEE NOTE #5) ' + + + + + + + 1 + + + + I® (2) BOLLARDS + + + + + + + + LIGHT DUTY ASPHALT RELOCATE ATE 15' - -.. , + + + + + + + + + 1 c � � LQ VEPCO EASEMENT , + + + + + + + + ' + + + + + + + + O GRAVEL o E .I �+ + + + + + + + rn U 340 - . + + + + + + + + N N 1 + + + + + + + + + + BUFFER AREA E ai E RELOCATE FIBER OPTIC LINE T+++++++++++++++++ W = -" (SEE NOTE#1) MATCH LINE SEE SHEET C4.0 + + + + + + + + + � �� v 3 z z Lu _ - T + + + + + + + + Q REINFORCED TURF a � 0 3 + + + + + + + + + + + + + + + + + JIII w O m ,� PlD 03200-00 00 006R0 j + + + + + + + + + �' NOTES: w J u m z0 U U N/F UNIVERSITY OF VIRGINIA FOUNDATION a + + + + + + + + 1. CONTRACTOR TO COORDINATE WITH oo N RFTALL ETAINING WALL DB 4957 PG 692 4 T + + + + + + + + + I UTILITY PROVIDER TO RELOCATE EXIST. 0 W N : a j j 2 DESIGNED BY 455.85ACRES - W In + + + + + + + + FIBER OPTIC LINE AND TELEPHONE LINE X U W ( + T + + + + + + + + AS NECESSARY FOR CONSTRUCTION. � o m ul - 1 2. EACH OUTDOOR LUMINAIRE EQUIPPED cc ( p ti O CONTRACTOR 4419 DICKERSON ROAD , 26 - + + + + + + + +� I a w + + + + + + + + + o ¢ = v > O U SAFETY RAILING, 133' + + + + + + + + + WITH A LAMP THAT EMITS 3,000 OR MORE U v zo O O U O WHERE WALL r + - + + + + + + INITIAL LUMENS SHALL BE A FULL CUTOFF = Q' �' d d EXCEEDS 30"RICH, EMERGING TECHNOLOGY ++++ + ++ +++++++ LUMINAIRE AND SHALL BE ARRANGED OR ~ o N ¢ g SHIELDED TO REFLECT LIGHT AWAY FROM LOU TYP- + + + + + + + vw w CENTER TWO (ETC 2) 41+ + + + + + + ADJOINING RESIDENTIAL DISTRICTS. I, SAFETY RAILING, Q Q PROVIDE UTILITY BOX AND + + + + + + + + WHERE WALL 3. A KNOX BOX SHALL BE REQUIRED FOR THE o w O O O O 55 220 GSF „� �,+ + + + + + + + EXCEEDS 30"HIGH, PROPOSED BUILDING. COORDINATE WITH PROVIDER Ixj + + + + + + + + ON FINAL LOCATION FFE = 549.00 +?+ + + + + + + + TYP. ARCHITECT/CONTRACTOR SHALL w w W a �1 ® + + + + + + + + COORDINATE WITH FIRE MARSHAL'S a a a vl r + �+ + + + + + + + + 2'- g' TALL L6 V1 I/1 U) 2 a +7 + + + + + + + + + OFFICE FOR FINAL LOCATION. � 2 2 Z O RETAINING WALL � O �, + m+ + + + + + + + + (DESIGNED BY 4. ALL WATER AND SEWER FACILITIES TO BE Otn 6" CLASS-52 DIP FIRE + + + + + + + + + CONTRACTOR) DEDICATED TO PUBLIC USE AND THE _ ti 6" SANITARY SEWER + + + + + + + + + + c� > > > w ROLL TOP DOOR LINE CONNECTION Q I EASEMENTS FOR THOSE FACILITIES AND W CONNECTION 5' \ + + + + + + + + + o w Lu C2 � (8) 6" RISERS W/ HANDRAIL 2" TYPE-K COPPER + W + + + + + + + + + SHALL BE IDENTIFIED BY A STATEMENT �_ 46' DOMESTIC SERVICE ROLL TOP DOOR , :\ +,++++++++++++++++++ ADA RAMP \ ap + + + + + + + + + THAT THE FACILITIES ARE A L E w o 0 0 0 W/ HANDRAIL LOADING AREA DEDICATED TO THE ALBEMARLE COUNTY o \ Q \ \ +' + + + + + + + + + N N N N o SERVICE AUTHORITY. > w \ �H + + + + + + + + + F n m N + + + + + + + + + 5. CONTRACTOR TO COORDINATE WITH = Q N FN o� + + + + + + + + + ¢ ^1 ° \ � CHARLOTTESVILLE GAS DEPARTMENT IN u + + + + + + + + REGARDS TO THE INSTALLATION OF THE z a a " C01 + + + + + + + + GAS LINE AND ASSOCIATED METER. DATE 32.25' \ O + + + + + + + V7 LEVEL \ \ + + + + + + + + `a ° o > LANDING + + + + + + + + + + + + + + 1/21/2020 6' °, TIE BUILDING SEWER - \''+ + + + + + + o °°- •� ° - , +\+ + + + + + + DRAWN BY I EXISTING I ° - SERV SERVICE TO EX ST NG LINE b —1 + ° 6" CLASS-52 DIP o, A \ \ \ A. FONTAINE FOR REMOTE FDC 5"- DESIGNED BY 95 " ° \ \ $3 (3.5' MIN. COVER) --� E-: - 7; _ \ \ NPQ A. FONTAINE 6 \ \ I PID 03200-00-00-04F0 ° 6' WATER I 6" CLASS-52 DIP \ \ SCALE 1"=20' • CHECKED BY ° METER (END 20 ICSA EASEMENT) o N/F WINSTONS RUN LLC CG-12 ° \ \ DB 4242 PG.386 0 20' 40' • C. KOTARSKI ANG LEVEL OF ACSAI UP To 3' TALL 4174 WINSTONS RUN RKING 20 OWNERSHIP) (2) BOLLARDS (TYP,) \ LANDING RETAINING WALL i • SCALE (TYP.) , e g': 12.88' v (DESIGNED BY WHEEL N CONTRACTOR) \ \ P/D 03200-00-00-04H 1 "=20' STOP DUMPSTER _ (TYP.) REMOTE FDC ENCLOSURE (TYP.) 03 I \\ \ \ \ N/F DB. 42WINS �2 PG.386NS RUN LI • 18 w ° pl _ U TALL BOARD ON n I" CG-12 BOARD FENCE W/ GATE Z = I \\ �� 4213 DICKERSON RL REINFORCED TURF \\\ \ \ \� / '� • - ° - W EMERGENCY ACCESS R5' DI CG-12 \�\ APPROXIMATE DESIGN SPEED: 25 MPH I I 5' \\ \ \ LOCATION /y RF�S W CURB TRANSITION \\\ �' VEPCO EASEMENT //vo Fp Zp STOP SIGN I CG 6 8 R5 R5' R5' ° ° ° \\\\ \ DB 2006 PG. 25 �STR/ O . & BAR ; (TYP.) CG-6 2" THREADED PLUG RF RF CG-6 6" T&SV 4" GATE VALV cT n' y " 30' 4" WHITE PAVEMENT 24' \ \ \ \ �Z0/)/- O 0 r� GATE , I / STRIPING 6" CLASS-52 DIP \ aI VALVE I I 6"1 TEE - 45° BENDS 03 CONTRACTOR TO RESTRIPE PARKING \ \ \� \ \ 6"1 TEE 6" GATE VALVE SPACES IF SYMBOLS/STRIPES ARE L\LI �ASTjC I ; I R5' RS ° DAMAGED DURING PAVING ACTIVITIES \ \ P/D 03200-00-00-019HI / R5' R5 R5' R5' N r I 4" WHITE 7 \\ - \ \ N/F UNIVERSITY OF VIRGINIA REP I. I ~ O STRIPING PUBLIC O \n �\ 6 REAL ES OT33ACRESA TE DATION Q N SEE PAVEMENT PAVEMENT FIRE ° \ 3 REPLACEMENT JOINT I I OI R3 GG-2 HYDRANT CG-2 EXISTING a DETAIL I W I R15' ro R3' ��' 2 EMERGING TECHNOLOGY CENTER \ r\\ W n -I R3' R3' R3' (ETC) V �\ 1 6 R3 - -- - BUILDING \ \� \ o O I ° - - SEE PAVEMENT MHS TOP=541.58 i I o n I I/ g' g' I REPLACEMENT JOINT PlD 03200-00-00-019H0 �G1 ' _ \\\ \°, (n a 0 k - - - - N/F UNIVERSITY OF VIRGINIA u� -- _ INV IN=527.23(W) 8'PVC i I ° �P') (TYP.) . 1 Y1. 7 DETAIL _ LLI PAVE & GRADING REAL ESTATE FOUNDATION \\ \ \ Q _ INV.IN = 526.48(N) 8"PVC I I EXIST. _ INV.OUT= 526.43(S) 8"PVC I I I I - - - - - - - - - - - S - - - - - - - - 1672 DISCOVERY DRIVE \ 7- EX PARKING 260ACRES 10 T 4 - - - - SPACE \ APPROXIMATELOC Q R5' uGP �§ VE»>�EASEME Z - 100'SIGHT /f I N--sAN_.� TCGN� R2' - --I-- ------ D \\\ �21�ZPGSL_Lp) Ill ::8" PVC SAN $aN - - I j t• \\\ / PLAT PG 657 \ > U o DISTANCE LINE __�_ /--_ 1� CURB (\\ \ \ \ d VARIABLE WIDTH ROAD ~ I 1 - - - - - - - - --- y TRANSITION \\\ \ \ O J 3 / L ri---- -- ---- 2 z ACCESS EASEMENT_T�II -� MHS TOP=550.12' Q a d SEE OB 2085 PG 709 (PLAT) I j "i g' - (FYF;)_::: P.:::a:::::: :::::::::'::'::' I ---- N14/AL-= 0.42(W)8'PVC m _ „PEAS \ \ Lu 00 R3' ) 2b' S NITARY SEWER m INV. IN = 540.52(E) 8 "PVC - ! - - - - - _ - - _ _ H m I" EASEMENT z -- INV.OUT= 539.87 S 8'PVC EP - \ - \ - 0 Q z O n 1J.B:ZOSSPG. 709-718 CG-3 / M \Li a� O J �g ---- ° CURB 5 �V �� a 1 `� E o c c ©:": (TYP.) 1 ASPHALT \ m PARKING 11 0 c P.. 24' 18 4„ WHITE CURB 0 `w R3' P RE -STRIPE EXISTING ROW OF ASPHALT I -I (! )� PAVEMENT TRANSITION \ �' PAVEMEN R3' _PARKING TO ALIGN WITH PARKING STRIP NGT \ z y m EXISTING ISLANDS AND FIT \ n / 1 RF z PROPOSED PARKING m n 5� REPLACE 1 CG-2 m m CURB R5' /WATERLINE\ �w R29' � I n EASEMENT / 20' WATER LINE 24' m - SEE DB 2171 PG. 263 PLAT 20' WATER LINE ( ) / EASEMENT EASEMENT I ROAD ACCESS EASEMENT AND DB 2085 PAGE 715 (PLAT) CENTERED ON PIPE CG-6 SEE DB 2892 PG 325 (PLAT) O / \ CENTERED ON PIPE I / m X c D.B. 2085 PG. 709-718 SEE PAVEMEt T - IL 0.0 i OF PAINT MARKS) :::: ::: d3 � - � - L - � d � ` R3' M ' C0 2 g� RELOCATE TELEPHONE STONE 4" WHITE DETAIL ENi J 8 / 12 U ��-- r__ L___________ \ ` WALL - -- - PAVEMENT 2 I I -� /---------------1 0 `o DINT LINE (SEE NOTE #1) __ _ - --- 06 m W ___ _____� __ - _ — i ___ xm - \ \ I -- - -- - -- JOB NO. 2 �\ R10' 95' - c-- od W� w ---- —2.2 � )GP 1 I 1 ___________________________________x — — _ 8'PVC - '`, - SEE PAVEMENT - - W— — — — W� ® — — 44493 15'8'PVC I \ �'`,\ %' REPIACEMENTJOINT _ _ _ _ - - -w C&G WALL -- - --------------------------- DETAIL-------------------------------�----------------- �- c o - _ SHEET N0. n o --------- — -------- + + +,+ + + +/+ + +/ + + +I + + +/ + /+ + 4 + 4 +'+�+�\++ + + +` + ` +\+ t + + +\+ + + + +\+ + + + +`{'�+ + + + �_+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +'+ + + + + + + - --__ /+ + + +�'+ + + +/+ + + +/+ + +/+ + + + + +l+ 4 + +/+ + + + + + + + +\+\+ t + +.+ + + + +`+ + + + + + +� . . + + + +-+_+ + + + + + + + + + + + + + + + + + + + + + + +_+ + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + + + /+ + /+ + + t + + N +/ + + / + + /+ + /+ + \+ +� + 4 + \ + + + + + + + `-k + + + + ` * + + + + +� \ + � + + + + + -� -+_ + + + + + + + + + + + + + + + + +_ 4= -t- � -+ + + +- + + + + + + + + + + + + + + + + + + +�+ + + + �- + + + . + + + + . + +1 + /+ + + + + + + +\ + +\+ +\ +\+ \r + + + + +\\ + + + �-\+ + + (j- \� + + +� + + + + + + +--+_+ + + + + + + + + + t..-.r-+ + + + + + + + + + ... + + + + + .+ + + + + + + + ±_+-__---_ - + f' + + + � + + + + +�� �+ + - �-• �' +-+ + + + / + + 4 t + +\ + \+ \+ +\ + + + + + + \+ + + + + \+ + + + + + + + + + + \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + � \ + + + + + + + + + + + + + f + + + �- , 1 / ! / �` --�• + +� + +� + i + \ + + + 4 + + + + \+ + + + + `+\ + + +r- \ + +- + + + + + + + . + + + + + + + + + + + + + + � +- + +._+ -¢ + + + + + + + .... + + + + + + + + + + + + - f + + ' < I / / /\+ + + + + + \+ + + + + +\ + + + \ + + + - +- +- f + + + +_ + + r- +-+ -+- + + + + + + + + + + + + + + + + + ­1� + + + + + + + + + + + + + + + _ _ - - _ _ - _ _ / / I I \ \ +_+ + + + + + + `+\ + + + + + + + + + + + + _+ + + + +_ t + + + + +'- +ti ++ + + + + + }+ +++IT AND-OUILDING + + + + + + + + + + + + + + ' - + + +4 + + + + + +T�K� + +-+ + + + + + + + + + + + + + + + + +-- + + ++ + + + - _ \ + + + + + + +� + + + + + + +/ ++ / + -+- + + + + + + + + IANAGEDTESLOPE(TYP._ - - - - - - ` �+ +. //// / ././"///'' % \ \' y STORMINL T_------__-------.-.------ - --�'-------.----->--------------- ---. __` \1...\ -- + + + + + + L% __ // - + ++, / / / // \ ` r TOP=�54. -- __--- --- - - - - -- --._._ --__ - - ---_--_----- - -� - _ -- ` + F / INV OUT=S .64 -.-. - -- --.--------------------- - --- - --_. _--- - --- _------_ --- ^�\� ��\ ---- + +\ +_ +_+ + + + + +I /./! / /- -- \\n \_ i -' 15"PLASTl6- _ --.__-_.------.--.----------.-------------- - - - - -- ---- -- - ---- ----- ``\� \\\ - t++++++++ ++-++�+� \ + .+.././ // c _// - - _ _ - - _ ----- - - - --- - - . - - - - - - 1 /iz W + + + + *-+ + + + \ -- \' i \ +- +, + + + + ',* + + ` .t./�!./.l _l"I ). /.I � \V // \ / SD CURB INLET \\. \. \ + + /+ a U' // _ ' TOP =552.38' 1 \' \\ \+m+ +++++4`++++++++- ' / //.I 1 I I Z 1 5/' . 1. .1. \ 'Ell ` \ -- / INV OUT = 543.98' \ I � / ASPHALT CURB TRANSITION F +. +, / / / //I- Ix Q // \ ASPHALT I 1 I I + + \+++++++++++++++I \ \ \ �' I - _ _ _ I / `7 / / / \ FLUSH TO FULL REVEAL I 18" PLASTIC 1 " t '� \ + /. + / f f 6 I/ _ I 6UMPSTER / ' \ I `` / / \ TC \ - - - - - - - _ I . I . 1. I' _ j I I I +\ + + + +\ + + + O1REA TC 553.82' \ i I I . I . I .I .I I \ +J + +\ + + + 3 .96' -"-"-" I 1 I \ + � + f + + + \+ + + \ + I I 20'ORAINXIGE / \ / I I. I. I I +ro + + \+ + + + `r\ + + I \ _ 1 P 11 ® - \ / TC 553 i I ' I I . I Q + + + + + + + \ + +8 &LA DS I I. I j EASEMENT / /i \ nnH 'v, \ a 553.16' \ + + r + + JF Ill I ® CONC. �D92085PG7141 \ T� -- -- W \ \. j. t I t I. I +�+ +++4++++++++ .\ \\ _ - - - - - - - - + I I. L I .I I I PAD / 1\ / / \ LE\ \ 552 96'/ EP / I I . I _ I I ,I I � � + + + \ + + + + + .K- ++� + / 1 l./.111�l < - 81 II. t I I \ +/ + + I I. 1.l 1.1 II OO - /i`/ FLUSH _R& . < a- - . TC -o - -> e ,-.C� G ° -o... o \\ / .I .I I I I + +- + I I. 9.72' / , CONC. SWK / ' n 552 9s . e ^ _ p l +• + + + +` + + + + - +\ + / �l f1.11-/IL_ - / /� / SD CURB INLET ---------- - - - - - - --- ----- y- l ✓ --\ --------------- SIGN - v --- ---- ' 553 \\` / I' I ++ +++++++++� ... ++------- k IIII - Z /� / TOP�52.�1�------------ ------ ---- 553,0T °. \` ' IAPIROX/MATE10' + + + + + + +\+ �- - + \ + \ / \ LANDSCAPE EP 553.07' / W TER EASE NT \ N JUST-ED ACSA + + +\ + 1 II I I. I I / / / S,��G 4/ INV IN = 546.49' 15" PLASTIC \ - 553.60' S53.29' I / / ' `\ D 2085 PG 7 �I1IA R�LYI�E EASEMENT + + - ` t �� . I .I I. I / / P / i INV OUT = 546.37' 15" PLASTIC - - _ _ _ , \ _ + Q�' / / \ FFE 553.14' / / TC \ + + + + \+ + + + + +551.34' - - - - I.I I ./- I I ` t I. I. l I I I I I \ + + + + + + + I \+ \ I I I .I / WA4 II / ' ?- \\% I . I I' I I t I I I + + + + + + '+- + + + + + + + / VHJ III LI / //%/i / \ -/, // h^ / \\ II 1.1. 1. 11 \\ +> , + + + + + + WALK - / \ I I I / S.$0+ + 1'11I .1LI / // / /' r / �\ I 1.1.I I I I ` + + + + + + STt}C /i' / / \ \ I + X \+ + + + + + + / I II.t�.II1� 1 � / // �. + t + fItPI'1\fi AN -o/ MHD ,:,a� 11 I + �l � + + + + + �+� + 1.I.1 \� TOP = 547.78' P/D 03200-00-00-019E0 / / -\\\ I I " 1 1 1 I 1 1 \ +'•`\ + + + + + + + ' + + +.I I\"\ UNIVERSITY OF VIRGINIA FOUNDATION \ 1. + + + + + + + + + 1 11 I I 1 \ \' I \" j INV 1N = 544.20' 15" PLASTIC DB 3838 PG 028 PROPOSED BUILDING 5? h`�\\ 1 1 I 1 I I \ + + t+- _ + + + + + o\ \ 1 t tt. I 1 1 + + + + + -+ - T- -+ T ' + +1" t J 1 .\ \ \ \ 710ACRES ADDITION < { \ I INV OUT = 544.18' 15" PLASTIC +\ + \+ 1-1\ '\ \ \ �. \t �� \ - - _ 1725 DISCOVERYDRIVE 10,745 SF / / - " _ ' APPROXIMA LOCATI$QN%`�\ 1 1 11 -I 1 1 1 \ + + + + + + + + .. +++ + 1 Lt.1 1 ` 2LEVELBRICKFACILITY FFE=553.14 OFSTORMO ERFLOW O\rl t 1.1. \\ S O#RB INLET ++++++++++ / \+ 1 l t' 1 1 .1 I I' I ` \GAS 4 .1 . \ ' / NOZZLE \\\ t 1 . It . I .1 . 1 I 1 # P - 54T.1+ * 1 tP � T� + + + \ + 4 . . 1 t ' I \ \ �iEGU ATOR 3 LOADING SPACES / TC I \ \ 1 1 _ M - A4 QD 8' +L $ C+ + +,+ "+t 11 I tl. 11.11 .t1�.1 .I l II . \ \\ \ \ / / I 9 T 1 .1-.1" 1. I I 1 \ +OUT+540.90' #B' F'LsIC++ }I / I FFE 5 3.14' d 1 I 1 ` I* + + CONC. EXISTING BUILDING t / a \ 111 1 I 1 \ + + + + + + + + WALL LOADING DOCK FFE = 553.14 / m TC L \. \, 1. 1 + + + + + + + + + I I I I I I, + M +t1 +I t .1! II.I I I. I / / / / I\ C 1 + + + + + + + + .r 'eM. +\++ I. j.I I 'I 1I 'III APPROXIMATE LOCATION ) .�1 .1 1 1 + +� + j ++I I L I I 1 1 I ) 1 I APPROXIMATE LOCATION OF EXISTING OF 10" HDPE ROOF DRAIN / 1 1 1 1 1 + + + + + + + + + I 1 1 \ + + + + + + + + + - .1 .1 .1 1 / I . d. 1 1 + + + + + + +_ T -+ t t. I I k t. UNDERGROUND ROOF DRAIN PIPES i I \ �.ANSI�ORMER I 1 �I- I 1 ' 1 " 1 .1 .1 . I co APPROXIMATE / I %' I 1 1 t 1 \ \ + + + + + + + + + + 1+1 \+- +11 I I 1 I 1 1 ilk � n \ ® LOCATION OF l r 1 / � '� p I \ ` � + + + + + + ± _+- -+ - ^ \ EX BLDG 553.14' I+ + EXISTING FDC i%+ + + II II " "I I I I I. 11. I 0 1 - 0 tT.3 FD / ' / I 239.3 ' J� \ \ \ \ + + + + + + + + + \ \ + + + - / I I - c� - '' SHRUBS \ / I I / / 1 \ + + + + + +- -+-- � �+_ + \ I 6 6 1 1/ 1� _ _ 4. 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STAIRS / r M - - c \ + + + + + + + + + .& 1 / / -� 1 \ \ I 8 + + APPROXIMATE LOCATION / + + Q o \ \ VARIABLE WIDTH) / r I + I+ + + + + ++ + + + + + \ \ 0 20' 0 4 ' 1 " l .I / I \ \� / 20' WATER EASEMENT / / , I I' I - APPROXIMATE 20' - ' S /It/T I \ I ` + + I I / L9 ` ` ASPHALT / ACCESS EASEMENT \ V B L+ + + + + + \ 1. 1 `I'T ` ` DB 2085 PG 714 / 110.4' ' / WATER LINE EASEMENT I Tq ` / I I_ y o \ h NEW20'WIDEAC A / D62085P�711 / _ \ ! + + 11 1' I I i % \ N 20' DRAINAGE EASEMENT , / / I SEE DB 2085 G 712 \ INt lPV 53� S 9�" �I TAT/0 + + + + + + + + + - + + + + + + + +/I I I I \ \ WATER EASEMENT r / / \ lNU O - 7+7 � 'l5/#q�Tl + + \ + + + t r \ + + 77 I t� \ \ DB 2085 PG 714 / + + +J I I 1 1 .I- I I o / `�� // \ j / / // /� �y I I I / _ 1. 50 to++�*//+++ T+++++hNit+++++++I++++++++t++++ +++++ \ \ / 2 // / / r / EX500-EX - - _T=_---- +\+ + + + + + 1+ + + t + + + 4 + + + + + + + + + I I_ I. 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OF \ _ - - - - _ 5 47_ I + + + +. + + + +:. + + + +. + + -___ - - --.-------------- / 4g �� ---. _---- FIBER OPTIC_ - --- -- _'__--------- fAFV7N �34.24'_�PST2` �II� \ I� -- y l l 1 r I I 1 / l / / - - - ' - - - _ - _ - - - - - - _ _ - _- - - - - - - ` I. \ `>e" b °h ao _ _ / IIf WDODEgAREA I /. _ - - - -_ _ - - _ _ - - _ _ - _ - _ - �llgV lIy --534 OB 24"PLASTIC' . `. I I I I I / / / / / / / / lld r _ - - - - - - _ - V 96 T �5�3 86 29"PLASTIC' .' \' T I I ` d I PROPERTY qOUND/jRY L/Nt L _ _ _ _ _ _ _ _ lOP/ 5 1. - -------- _ = i - _ �,_ .\ \ V 111 11 I r - ---- --- - --- - - - - - - - - - - - - _ - t n II 4„ PERFORATED RIPE INVV /N 4,0 5V 2 - --- \\ I I _ I / WV dUT a 540.2 24"P,L43TlC -. - - - -- 1\ \ \ I\� \I �1 1\ �I �E GRAVEL SECTION) I �q 4" SOLID PVC PIPE i yI I / TO DAYLIGHT. PROVIDE / LI I I I / RODENT GUARD AT THE I _MANAGED ` \ t EN�YOFTHEPIPE- \ STEEP SLOPES l I / \ \ 1 t A u 4 I I I I I j1 00 \ \ \ 4 I41I -I II II nl / I CRATG W. J. KaIARSKI Lic. No. 0402048507 ? 10/ 02/ 20 U ME O N OV N � > E w Q E LL 3 WLL 0 0 T M K Lu m Q� J U J ) - Il M m o H N d U W X LL O Q cd � � _ N F a o o O1 N OD Ln 0 C7 0 x w Lu 2 U Q z 0 0 O 0 N Z O f f H 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=30' z uj O = a J i w J Wm 0 3 m N Lu 6 a r c � / ' 1 ' o Q Q � a o a Z �/ L.L. 9 Lu Z Q r n \ `JLu Q O -j -' Z v 3 ED "I Z 2 o Q Q Q a E O a z z O z m ON U. X N d L JOB NO. 44493 SHEET NO. C5.0 a 0 50 + +' + + ... + + I+ + ... + + '+ + + I + + t +1+ + + + + 4 \ +/ + +'\ + + + + + + 4 + + +\+ + + + $ + + + + + + + + + + + + + +_#- _ + + + rf + + + + + + + + + + + + + + + + 1 + + +/ + + + + + + + I + + + + \+ + + +\ + + + + + + + + + + + + + + +_ * -� + + - - Wit- 2 + + + I + + + l+ + + /+ + + /+ + + +' + + +I + + } + + /+ + \+ + +l +� + + I + + + + +\ + + + + + + + + + + + + + + + + + + + + + + +546 y + + + + + + + + + + + + + + I+ + + +/ + + t + + + + + + + 4 + + + + t + + + + + + + + + + + + + + + + + + + + _+ + -M/jO — 3q ++++++++4++++++++++++++++++++++ +'BI�FFE�NDBU(IDI�+GTA4^ \ _ ++++++++++++++++++++ -' - -INV1N=-634.04 24'PLASTlC \ �I I. - \ \ - _ _ _ _ e- >§ �e l �I , , _ \ I + + + + +.F + + + + + + +� + t+ U `Li�No. 0402048507I �� LO l/DV IN 3A.08 24'PLASTIC I e., e ,+- + + + + + + + + - . $3 V i T c5�3�6 24"PLASMIC T I I \I d n ° _ + + + + + + + + + \A 1' 10/ 02/ 20 4" PERFORATED PIPE I + + + + + ­+� + + \ SCALE 1"=20' \ II \\ �A O�N04 �0A�L -(SEE GRAVEL SECTION) + + + + + +\ + 394 +++++++'SOLID PVC PIPE E +++++++` 0 20' 40TO DAYLIGHT. PROVID RODENT GUARD AT THE MANAGED\ ENPYOF THE RIPE- GAS SWA++++++f/_4 oRSLETO uTEED SLOPES F 1 I� I ' 1 DIRECTSTORMNVATER + + /. + + + + + + N W ` \ I 1 I INTO INLET \ + + + + + \I- + + + ¢ E \ \ �* M + + + + + + + + > E \ ! ► !I• I I� I MATCH LINE SEE SHEET C5.0 e l l—W.>3 333 + + + + + + + + Aim I + + + + + + I+ + + + l—,.� ww tl� �- + + + + + + + + e..° K LM UUyU /. i� M > C, H Z Z I I I I I + +I + + + + + + + MHD I I I I I .I c \ / / / / - _ �„ 1 I I I I I I \ + + + + /I- + + +I I „L,. i z H P3 `"' K O O TOP = 540.64' // I I\ I I \/ v w 3 i I .�.1 ti i /I I - _- w� �+ \r I 1 1 1 1 I I I 1 \ ++ t+++ t+ Lna Lu lNV IN (W)= 5� 9 4"IP� 45iT/C1 III - 'S3EL I to + + + + + + + / , �' � w aS aS O �O F II� i ti I i 1 /I / I 1/ �1' I, y0��O I II 1 1 I ^ h I I INV IN N =3 �9 )5" STl I L�1�j + I + + + + + +I + + + + , o a o p \ 4 I I V z / I/ I /�I 1+ I I / Hy I I 1 I �o uai 1 tea, �" + + + + + + + + + I+ I U) V p OO O INVOUT= 2 .#Z0" 4A/�. j j I IV I r — +J + + + + + + + v > > \ \ \ I U+ + + + + I tEMERGING TECHNOLOGY > C)¢ C)fI. +++\ ++w I CENTER TWO (ETC 2) 55,220 GSF , \ U,+ + + + + �. + + +�,. �, (D w a 2 X 30 1 / r 1 FFE = 549.00 + v w w ++/+\+t++++\ \ ad 4-ry - I ZVI cI'I I DOl AI i ' \ -- _ + + + f �+ +++ +++ p \V(00 GRASS 331 + +H(1/ISLOPEl1N.3FT1 DOWNSPOUT TOTIE TO YLOPLAST DIRECT ++ + + + +d++CogDMIN�X0 \\ \ INTO INLET (TYP.) o J'�Y b£ _ I I' I \ I I WITH 6" HOPE (1°k SLOP MIN. 3 FT \ + + + + + t+ + + + w w FES I f b I U I 0 1 e \ \ +W+ + + + + + \+ + + \ r 4�{I O DOWN POUT (TYP.) I / COVER MIM.�(TYP.) 4. + + w + + + \+ + + _ 1NV OUT = 524.99'/ I 110� I 6" IjDPE (1 % SLOP \ ` DOWNSPOUT (TYP.) \ \ //. MIN. 3 FT COVER MI I 6" HDPE 1°/ SLOPE \ -r + + \+ + + + \+ + o I) MIN. 3 FT COVE MIN. 12" NYLOPLAST \ 6 t w 12" NYLOPLpST INLINE DRAIN \ \ R )TIE INLINE DRAIN WITH \ \ = Q N WITH DOME WITHE11�l�ERTOA--TOFF. \ \ -+\ + + + \ \ \ U p M �' I \ \ + + + + + + + + + ( I DOME GRATE. TIE 313 TO HDPE PIPE WITH ! + \+++++++++++\ +++++t \\ z INSERTA-TEE. - e. _ - + � + + + t +\ \+ + + \ 0 + +\ 4 + + + + + + + \ (O DATE An \ + + + + + + +\+ + \ > / + + + + + +\ + \ 0 1/21/2020 + + i+ + + + O 323 324 � - / \ + + + \ >_++ \ DRAWN BY 302 547 \A \ I 8 � I I 550 � Sq9.\ i II ` - - 315 \ \\ A. FONTAINE 546 \ / I / % 551 I I / / A i - ° 552 $$ II • DESIGNED BY z d� / S$3 0 _ \ \ / \ I 1 I (>00' SIGF�T � / \ / / I I � 31 / • A. FONTAINE 1 I I I DISTiAN'C�I LIME ° e I A \ 1 3 1 \- I I °- I \ / I/ CHECKED BY II fff c O SS1 317 ti \ / • I I I I I 1 I I� - r) I ° e ` _ ` � I — — 5� o .^0 311 / I I I I rl Sg I I/ �, \ I � � / I � a I C. KOTARSKI I I I I I I I I I I I I , A '� / I � > -..- y51 1 � / \ ��� _ _ �.' \ • • I I I I ! e ebe rn 341 553 \\ L I I I I I I I I ♦ 555 - I I I \ l I I� a co I I I I i I i I 554 AA r \\\ 556\ � �\ � `APPLOLAROnIM/ATE \ VEPCO EASEMENT \ a,-- e -� I \ 555 I I I I I I II I I I 304 \ / / 30 / , ' °,- / / / / / / \ VN \Gc \ \ _\ DB 2001 PG. 25 "\- I V.OWTI - 24.191 I I / / 8" CO /ZOOK . / / / 306 I 308 309 1 "F�L ASTI IYU/PE # I I I I TREN-- - -- - I i '/ I CID/ �p�` / h 1. SERTA h / r 3�2. S60 I� V I ( I �—I /T— / / / i TEE // 343 - -s - - to ' I. 557 `(\ ON Cr I I I I I I, - / I I J iI / ° ' 558 / / / / \\\ / \ \_ s_y, 344 , \\n I I I I 'A4HQ ITCIJPI=541.321 NvV1 =1532 _�P 1I5"RCP n,V bU7T �5.02' 5'IPLASIfIC I i \ \ / / / / I 559 / I 1 I I I I I i \\f\ o• / / / I - - _ / \ 560 , / / / �\ / /' / ^ �- - - - - - - - �/ \ I I I 400 fO EX 0 561 / / I I 1 1 I I I 1 i 2 I 400 I ADJUST IfX(S+. INLET TO MATCH FINAL GR ING — — — — — — I I PAN. EPLACE 1xIST. ' i / — — — — I— I I I / / / , / / 562- f--- \\ \ \ \ \\ �2 "' i I i ^ — F — — — — — I ♦ / / / , / - -UGP \ APPROX%MATE LOC �! N TOP WITH ®I-3C. I i I h ' /, //' 563 15' VEEP t O EASEME ` I CA 100' SIGHT I/I �SANI I I I 1 TOSAN——sA L '-F---SAN — 564bISTANCE LINE \\// 6P2LA18TzPPGG:65 IVARI�BLIEA,1PTHk0/1D — — — ---- 7 \ 565 I ACC�SIS DA S ENT S�EDB/20�5�G709IPLAT)/- I ✓ \ ro II �� O - // _-_- " P_LAS_ I /I 1 \ ' ' / 566. / / I I I /I INI�I 7.60' „PLASTIC \ \ O 557. ' 151,PLASTI \ \ I /I' r, 1; I I I 1To I v INV. OUT = A58.38' 15°,PLASTIC Y/ ,\ ` \ ' WATERLINE EASEMENT / 20JWATERLINE // 1 \, ' 20'I ATERLINEI m I \ ( ) I I EASEMENT ` 1 '� / \ SEE DB 2171 PG. 263 PLAT / \ EA MENT ROAD ACCESS EASEMENT — \ AND DB 2085 PAGE 715 (PLAT) FEI�ITE� ED ON PIPE CkN ERED ON PIPE SEE DB,2892 PG 325 (PLAT) / ?.B.2085PG.709-718 \�� FPAINrMARK 1 \ \ MHD TOP=548,15' I \ 2) AT.ER INV OUT = 539.p5' 15" PLSTIC I I I 1 }I _ — A _ ___ _ _ / ♦ _ i �/ / -- --- \ W �X \ \ I \ / I - ----------1--------7----- c UGF- ----{-------- 1 \ ____________ W— -----\ T }—T—w— ` ------- II - \ w- --------- m ----------------- ------- mo -a fl; ----- ._ - \, , --�---- ------------------ ------- I I SCALE 1"=20' O = a i J W w 3 m N n W > N w o 0 Q a a Z o 9 m Lu\ C)Z r � n / p U Q `o Ow "' --I Z 3 U a Q (n as V/ w V v 0 I-� m o Q Q0o o � m w E o c w O a o 0 = u ° C Z 3 Z m a ° M n Q � m 3 n O � c w m � N X C I. N � ? a 12_ A �8 E a J c 06 06 d 'o °a 0 JOB N0. 0 o 44493 c .. �8 SHEET NO. n o C5.1 s E H_ Bw 548,95' Bw 543.44-1 �- - G) - -~ EXl- Coo 1 \ _ MANAGED _ I STEEP SLOPES } F V III V II \ \ 11 III .\ I L L I I I I I I IIFI it \\ \ I, I. I. L I 1 I 'i 11 of I I / I \ I 'I'I I1lL I 2n1 TC ' r f 1.43' a 13 1 1. 1. i I J. / I° ( I I I I T I I I I I I 1 1 1 I 541.6,1' 1 I I I I I I I I I I ��� I I I I I I I I I P� II 1 1 1 I II I I I 1 I 1 I54060' i EP I541.08' II1 II I I I I I P I I 1 i I i I i I I �40187' I 1 a- 1 I I I I I I I I \ i I ITC I� 1 1 1 i 1 I i I I I \ I 641.49' I i! I I I I I I l l I TC 1542.44' EX.. I 1 1 I I I I IL J_I y� ' ; 5411.21'r I I I I I I 1, 1 1 1 1 i l l i� / I 1 �•y\� � I I � V I I I 1 1 I F , 0, 01 1 1 1 I I $Ob O EX , ; 542.100yt - I / a N II-- VAR111BLIEWOTHkOAD I ACCESS EAIS ENT S�E DB120�5 �G 7Q9 PLAT) I \�1 I I l I I I /' \ I I I I , TC 542.65' 1 1 / I 1 It I I d5 �� I I/ 1201WATER LINE I /1 EASEMENT/ /y CENTE�ED dN PIPE 7 P.B.2085PG.1709-718 543.34'. �,- I I I YYY \ + +' + + ... + + I+ + ... + + '+ # + µ + + t + + + 4+ + 4 N +/ + +'I. + + + + + + 4 + + +\+ + + + 't+ + + + + + + + + + + + + ..... + + + + + + + + +I + + + +1 + + +/ + /+ + +\+ + +I + + + + \+ + + +\ + + + + �.+ + + +_ + + + + + + +_ *-4' + + ---� 5 +/ + + +l + + +( + + + l + + + / + + '+ + + I+ + + + /+ + + l + + �+ + + 1+ + + + + + + \ + + + +\ + + + + + +_ + -+ + + +- * -+- -+ + + + + + r + + + + + + (+ + + /+ + �+ + + + + + + + T + + (+ + \+ + + + + + + + + + +\ + + + + \ + + + + + + + + + + + + + + + + + + 545 _ + + 4 + + . + + + + + + + + I + + + +/ + + t + + + + + + \ + 4 + + + + t +TW+ + + + + + + + + + + + + + + + + + + _+ + \ S46 + + + +/+ + + + + + /+ + / + + t + + + + + + 4-\., t + + 1+ + + + + 5¢5,7� + +\+ + + + + + + + +.-+ +-� + + +'� + + + + 4 + + IS4s Ys' + + + + + + + &VFFF"' + + +1 \ + + + + ... + + + + + + + + 8 -�/ -�- ti - � v '`h - � � \558- + + + + + + + + ° h TN 549 -_ _ + + + + + + + + + \ \ NPR TW 548.96' / / _ ' ? L . .1 ` ° _.\ , a BW + + + + + + \ 547.35' _ _ / I ° I a f ° ° - .,_ ° �- -. ° r°- _:r +549-.00' _ -+ + f - + + - \ / I Tw + � + + + + +\ + + I \ SCALE 1"=20' 553.78' \ BW + � + + + + + +\ + \ BW I I ( 1 548.30' I I BW \ HP \ 548.79' LP +' + + + + + + +\ + I ' I I 1 548.50' LP 548.85' 549.24' \ 548.51' +' + + + + + + + + \ \ 0 20' 40' \ \ / + + + + + + + + + \ \ I ' ' ' I I 1 1 1 \ - LP 1+ + + + + + + + + I \ % - - / \ \ - 548.25' + + + /+ + + + + + \ - _ MATCH LINE SEE SHEET C5.0 i --++''++++++�+++++++ sm min =F Am momi Now mom 548.51' + HP + + + + + I+ + + + ++�++++++++++++++++ /54711y/ / \\ I I 1 t 1 1 I 1 h h I ++-II++++++++ ++++++I+ / \ \ 1Byv 1 + +++5k8+2 + / +I+++++++ / I 5 27d` , 1/ 1 p 1 I h`5,M I I 1 1 I ^ h 1 TW + + + + + ' + +-855.04. + + + + +, + EMERGING TECHNOLOGY - ! \ - - (YLP + + + + + + + +I + \ 548.40' aL + + + + + + + +\ + CENTER TWO (ETC 2) + + + + I+ + + t \ / I -' I ; 55,220 GSF � ,� + + + + +.5\ + + I I I I � � v I ; I FFE = 549.00 (},+++++++++++ \+++++ \ \ \ 1 I ! 1 I I I ! I \ \ \ • 548.6T � + + + + + \+ + +� +� \ \ \ ! I I I I I I A vv A A +W+ + + + + + Tv5 \ 1 - FFE=549.00' I ! , I I I I \ \ \ \ - \ 3g /� + + \+ + + + \+ + 546'00' ` I I I I I I I I I ( \ \ + + + + \ + + + + \ t \ FFE=549.00' , I , I ( \ \ \ \ HP \ �,� + + + + \ \ + + + t \ FFE=549.00' \ \ \ H 70, LP ° a - - \ I + + + + + \ + + + \ \ I 1548.82' ! \ \ \ LP LP 548,50' \ + + + + + + + + \ \ ' , 548.50' \ HP FFE=549.00 �/ \+ + + + + + + + + \ \ TS I 1 I \ _ _ °. 548.50' 548.70' - _ \' + + + + +\ + + + \ d a 548 49' I , I _I LP °" _ \ �' \ + + + + + + + \ 548.83' ° '° - _ - / ` I \ ^ I I I n ° 548.90' ° - a° LP T W + + + + + \ + + \ / 548.58\ 546.60 1 / / _ - /� / a °' m 51655' I° I I �y ' 548.41' `� ++++++++++� + \I LP 54 I / 551 550.21 \ 551.33 \ a 554 25 552 SO \ \ \ S4$ IhA°� / o 553 544.49' I I \ I , ! \ \ 544.1T ` \ / / - - s ➢- I I 552.46' 553.39 553.39' BW \ G) Ia • 544.21.' 1 ° I \ \ I I 551.96'% TW V $$1 M _ ,,Ipp ! L . FFE=553.52 552..90' - \ 544.17' a 1 - ° 1 ` Fj I I� ( I ' �� °d - I CONTRACTOR TO ENSURE 552.80' 552 543.78 544.83 r I , / er° ,' I POSITIVE DRAINAGE TO INLETS TC 5g1 TW 1544.09' TC ° 553.1 ,564\- �.e o o /HP I f � 553 h� �J 552.46' * 555 `�� \ �\ 543.8T 554 APPROXIMATE \ .26' ' \ LOCAhpN II 552.43' TW \ \ 555 , / / \y\ ' ' / , 55a" ' �� \ VEPCO BASEMENT \` / / 543.63' 544.31' / /' 544.86' / TC ! I / 555.00' / Tw16\\ 59 \\ \ D8200 PG. 25 `�- / f5 \�- ' 5 \ \G \ - / '. 9C / 545.93' / 547. / TC l /549.74' / / I BW5418.3 555.20' C�5 /556.2�/ 00.sa' TC 544.92' / / TC i ' h ( toO TC 28'552.01' h /' o l / / \�\� y / - 552 - 543.48' / 1 , ( �r\557 \ TC 548.71' 1 ° /558 9 ' 545.15' / TC I I 549.15 II / I TC / / / TC 547.46' I I TC `I TC TC / 1 LP 559- 544.18' / / 545.90' ' 549.09' / 550.68' 551.901 1 554.92' EP I , I I / b 560 548.'12' /tr- TC , I ! I I -- I I /, �'/' / 561 co 546.64' 562 - - -/- - - - - - - TC - I I / // /� //' ' �� - \\\ APPROX%MATE LOC N \ \ \ \\ .68' / j 5ass1'I-y - !--- - --F - - - / 563 - --uGP \- \ -'l5' VEP/�EASEME \ I-SAN TC I SAN- TC I - - I q� ! I I i^ G \\ / ' / ,',' \\\ , QB 2182PG: \ 1 ( I 546.25' S46.85 -SA -�- - - - I-SAN - I / //',' 564 \\\ / / PLAT PG 657 - - - I - - - - - - - i 1- - / 1 I / - - 565 s' \ a h o _ 566 _ " PLAS \ \ \ TC EP - - 544.41' I / 1 I 1 I I 58.50' TC 545.64' 1 TC TC 546.82' 544.85' v I \ I / TC TC- / 545.69' al 546.69' WATERLINE EASEMENT \� I \ ROAD �I CCESS EASEMENT - SEE DB 2171 PG. 263 PLAT 20' ATER LINEI ( ) \ Tc EA MENT I AND DB 2085 PAGE 715 (PLAT) a v 54 .58' CkN ERED ON PIPE I II j _ SEE DB12892 PG 325 (PLAT) \ II \ F PAINT MARK d3 \ \ f - L TC / I \ \ 1 ( _ \ I I 1 1A } I � ______-__545-62 __ /' 547.09' 11 TC EP \ D r________-Y- l \ _ \ �L _ 11 1 1 I 111 54776' I \ I l----- ---' - - - - --------�-' I / -- - - c TC \ EX I _________ __' - _r= i -® I ® / / 1 544.98' _ \ \ I-t- UGp- - -EX ------ \ �' \ � - - W -'N - T- - W- - _ 544. 35'------x' ' \ \ TC L \ \ \ \ \ W _ \ ®\ _1 W _ \ 1 \ l I I I , ; T------- \ 5a7.00• ---L- -- \\ _I - --------------- - ------- ------------------------------- W--------- \ / / \ I n------- - ---- ----- I CRAIG W. I KOTARSKI Lie. No. 0402048507 �. 10/ 02/ 20 U DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' O a i J W \ c W Q U)^ m 3 I- m a W O; T c �L. m Q O m a a a U v c m Z r \ z W n / p U Q `0 OW J � 3 U v d Lf) Lu 0 H inJ o0 Q Q Q 2z 00 z o� 1 O w �� c m O Q a o 0 0 O c 0 3 0 Z y O m n Q � m 2 3 a O N� � N I. X 0 m P t0. a12 8 E a J c 0 m m ME m 0a JOB N0. 0o 44493 c .. �0 SHEET NO. n 0 C5.2 s E H _ jl/� ' / /IIIII%%__= t �J/ \ �\'_ - - -- �__ _�___-�_ �1 � \ �� � ����ZJ'•- �\ %__� n _ -- 1 1 If 11 p \ \ \ \ \ \ \ IIf 11111 I/ �\ �1I,I+I4\\I�In I\�/ I P\plll IT'>' I I ; I!I1II PRE -DEVELOPED DRAINAGE AREA 1 IIII II �tll,miR TO ANALYSIS POINT I jl1jj\ AREA = 0.47AC \ \ .\ \ \\\ \ \ \\ / IIIIII\ III tl\ It Illt tt IMPERVIOUS= 0.12AC \ a� a Itl - - - ` \ \ \ \ \ \ \\ \`/ \ \ \ `I, IIIIIIII I PERVIOUS = 0.35AC -\` \ \ IIIIIIII \ \, IIIIIII II a / / y \1It1\•-- r \ \ \ \ \ \ I III j1 I \ II (IIIIIIII I,il 1, II y� I I l I I II, I �h t / e\\� \ - 1 / IIII \\ tt / \ IIII I / / / Jv'^,11 II I Il/I/I //////�_ _ __--__ 1`\ I_ 4 I\ / / // / /�/�- r►/.T of �..... ---� /If ?4_ I , , \\ 1 , I I',I/ / / I / / I I If I Ill!/,/ \111 II I u / / l , !/ IIIII IIIfI ///\IIII / %_ - -\ \1) I I� / // \ \ PRE -DEVELOPED DRAINAGEAREA 2 N I , i > \ \ I TO ANALYSIS POINT 1 (AREA =2.94 AC IMPERVIOUS = 0.44 AC I I fill IIII PERVIOUS= 1.12ACII•y$ , WOODS= 1.38AC IIIlIII11\\ I I uI � i cT -♦ (01 /, If / I// ' /// / i/ /i/� /�'i/'i // / /.♦ II I I IIII Ilrl I I ' \ \ I ' ,'/ - �- - \4 l r III I I _ , ' I I I I- - / ✓ � -\." 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J j- \ \` -----'! i/'/'// // /// 11 II I IIIII II I III ' 1 I ''-- -_`-- - -----.,•� y\�� 1 \\,,r5 \ !�,.,'��,!��,�y, �' / I,, 1 I I I' I I I , ' t t I' I I I I \` , `- ---�_y_V_ _ --�- --- ---- ------ - W- a4Nl+,S" i f �"'i. I f Il �l1' II 11 III �, _ -- --- ---- ---------- \ t / /'i/ 'llpll Illfflll'I I I I - ♦`r � �-- /� ,� i�/''i'ii//i <llI'111 Ilfl 111 I 1 III li S•4Po _ I1 1/ I / / /-���' IIII _ i'1 1, II l' , / //' 1/ l I I 'I I 11 II \ \\ 1 \I I I ` / SCAL \\ \ \\ \ \ ` \ \ 1 � PRE-DEVELf Ill 11VAGE'Il�I��AS'1 � \ -\ , ° 0 1725 DISCOVERY DRIVE SUBBASIN C2 85.84 AC 0.1341 SQ. MI. 0.3474 SQ CN=82 opz r R. 10 I _h ova' IMAGE 1: DEWBERRYUVARESEARCH PARK OCTOBER 1997 (NOT TO SCALE) / 60 `I 1 / II / l 1 r / �''•i:�Y�' III � .\ 1 / S•:5;:�`:IIIIII I / II till \\ :i'rS•'t:{ \ \ ` _ - - - - \ \ \ \ ` \` � IIIIIIII\�z �:::•.� .• \ 1 1 `- \ \ \ \ \ � \\ � \\ _ I POST -DEVELOPED DRAINAGE AREA I / / ' ,' / '^\\ It tllll� ... TOANALYSISPOINT 1 I f / / ` It, 1 V" •'.�' \ \ \ \ \ \ \ \ \ \ AREA = 0.47AC IMPERVIOUS = 0.39 AC PERVIOUS = 0.08 AC / I ' / / It ' f 4 .•]':'!. III � :5 ��", i • / , �'\•�.•. III I' / ' /' /' / ,� / zz- ill III/�j'/��'//�-= l/If,f � I Illlr1�7>\\I I'II//�II1\1\'�il'll\IIIIII' /-i i i�i�_--�\\\\IIIII�I1k1 II';IIIIIII��'`/�'' II IIIII1IIIIIIIII II If I I I i I IIIII 1 1111„ AA It Iill Ili I f l "I'Ij J IIIIIII IIIII fIII I � ''//i/fI'11' IIII �NI� / ,IIII/, //„ , / i'''i/' i/ /IIII,/ I !IIIIIII I I,� /11f1 /i/,/���'i�i' /i/,'� LL,III IIII If - '/IIIII/+11I1i\\I/�''////ii//'rb f!\\\\Jill IIII IIII II 1\\IIIIII\\II\1\\\\+I /ill //,II ill!. I �I 1Itlll,ll\\\+ �\\\1\+1llj�jjl� /IIIIII \, \ L,1111Iiiliill it i 1, 1AI11\, A\ I;; IIIII �'I %'tl/� "Pt lll/ 1i lj'il� / /'/ l!, I Iii lll l I (,(/''l/, f//,/'/I'll It / // ��l/l/l l,lflll/ll/l///l/ ;IIIII 1 / f!/ IIIII __,,_ J ////'///''/i//�/,i/l/gl/,��'l, IIIIIIII I,/If ///r//,/✓/I/ �1\ �, \\ II I//I Ias r-j" �,,// I„IIIIIII,;llllllll; '�'111',',I� \`\ / f I l I I I I I If III till IT IT l I 1 /ll/IIIII 11 I l\\ I III I I'll 1"=70' r I , 140' POST-DEVEL04 DISCOVERY DRIVE )EVELOPMENT l l 1 1 , l i 1 / \ �♦ ,� POND 1 \ __ r AREA 02 11 I 1 l I 49.59 SB I ♦ 1 � \ AREA b. , Ir 1 I Y/ \ AR A A3 IMAGE 2: TIMMONS GROUP EXHIBIT AUGUST 2020 (NOT TO SCALE) \Dill l .vt.•: � \ \ \ \ \ \ \` \ II 111 1 '.r:;r :•'•:•.• l \ \ \ \ \ \ \ \ \ I \ 7 POST -DEVELOPED DRAINAGEAREA2 l r I TO ANALYSIS POINT \ ll ) 1 \I t AREA = 2.94 AC I IMPERVIOUS = 1.86AC / I PERVIOUS = 1.03 AC \ \ WOODS = 0.05AC I � , v I I \ I I - / \ SAPo If if It if/ / // / I I I I 1 \ / ` �1'I ,D'RIAIIIIA,OE Ilk, EA`I _ v N CO.R015/5 HUNTERS RIDGfRD Ir\\\ e Charlottesville -GRIN °°A Fw/s4No qaK o� Albemarle oq EDIJGgoq Airport 400 RUN v, 20,243,450 sf 1� - o I� 1 V / v _o \ e� y i I GCVO }=V PROFFIT RD \fin �29 oa o � me O F FTpI,i,VMF,AtI `o Holly Memorial Gardens - `: `.l - _2' IMAGE 3: USGS 7.5' QUADRANGLE, EARLYSVILLE, VA 2016 POND 1 WATERSHED (NOT TO SCALE) STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF A BUILDING ADDITION AT 1725 DISCOVERY DRIVE A NEW BUILDING AND PARKING AREA ALONG DISCOVERY DRIVE AS WELL AS ASSOCIATED DRAINAGE, UTILITIES, AND LANDSCAPING. OVERALL, THE PROJECT SITE DRAINS THROUGH A PIPE SYSTEM TO ANALYSIS POINT 1 (SHOWN ABOVE IN PRE AND POST -DEVELOPMENT DRAINAGE AREA MAPS) AND FOLLOWS AN EXISTING NATURAL CHANNEL, THROUGH A CULVERT UNDER LEWIS & CLARK DRIVE, ULTIMATELY OUTFALLING TO A LARGE WET POND (POND 1) SOUTHEAST OF THE SITE. PER THE DOCUMENT TITLED "STORMWATER MANAGEMENT / BMP ANALYSIS AND FLOODPLAIN STUDY FOR THE UVA RESEARCH PARK AT NORTHFORK" BY DEWBERRY & DAVIS, OCTOBER 1997, (IMAGE 1, THIS SHEET) THE RESEARCH PARK PONDS HAVE BEEN MASTER PLANNED TO HANDLE BOTH STORMWATER AND QUANTITY QUALITY Q REQUIREMENTS FOR THE FUTURE BUILD -OUT OF THE RESEARCH PARK. THIS DOCUMENT LISTS APPROVED CURVE NUMBERS AND DRAINAGE AREAS BASED ON THE ESTIMATED FUTURE DEVELOPED CONDITION OF THE UVA RESEARCH PARK. THE SUBJECT PROPERTY FALLS WITHIN SUBBASIN C2 ON THIS MAP. SUBBASIN C2 CONSISTS OF 85.84 AC WITH A CN VALUE OF 82. "UVA RESEARCH PARK - POND 1 ANALYSIS" DATED MARCH 27, 2020 DEMONSTRATES THAT POND 1 WAS BUILT TO SATISFY WATER QUANTITY AND QUALITY REQUIREMENTS. ADDITIONALLY, THE PROPOSED CN VALUE REMAINS WITHIN THE PLAN APPROVED CN VALUE. THIS PROJECT DRAINS TO THE WET POND DESIGNATED AS POND 1 IN THE "LEWIS AND CLARK DRIVE - STORMWATER MANAGEMENT EXHIBIT FOR POND 1" PREPARED AUGUST 18, 2020 BY TIMMONS GROUP (IMAGE 2, THIS SHEET). THIS DOCUMENT LISTS APPROVED CURVE NUMBERS AND DRAINAGE AREAS BASED ON THE UPDATED DEVELOPED CONDITION OF THE UVA RESEARCH PARK. THE SUBJECT PROPERTY FALLS WITHIN AREA C2 ON THIS MAP. IN THIS DOCUMENT, DRAINAGE AREA C2 CONSISTS OF 83.90 AC WITH A CN VALUE OF 68. BASED ON THE USGS TOPOGRAPHIC MAP (IMAGE 3, THIS SHEET) FOR EARLYSVILLE, VIRGINIA, THE OVERALL WATERSHED DRAINING TO POND 1 IS APPROXIMATELY 450 ACRES. ANALYSIS DOWNSTREAM OF POND 1 IS UNNECESSARY SINCE THE PROJECT LIMITS OF 0 DISTURBANCE 3.41 ACRES /o IS LESS THAN 1 OF THE POND DRAINAGE AREA. AREA C2 WAS ANALYZED TO DETERMINE THE CHANGE IN IMPERVIOUS AND PERVIOUS SURFACE AREA RESULTING FROM THIS PROPOSED PROJECT. THESE VALUES HAVE BEEN INCORPORATED INTO THE PREVIOUSLY -APPROVED OVERALL CN VALUE FOR THE DRAINAGE AREA. THIS PROPOSED DEVELOPMENT RESULTS IN A NET +1.69 ACRES IMPERVIOUS AREA WHICH INCREASES THE CN VALUE TO 68. THIS REMAINS SIGNIFICANTLY BELOW THE APPROVED FULL BUILD OUT DEVELOPMENT PLAN CN VALUE OF 82. BOTH WATER QUANTITY AND QUALITY REQUIREMENTS FOR THIS SITE WILL BE MET BY UTILIZING THE EXISTING POND 1. FOR ADDITIONAL INFORMATION, REFER TO THE DESIGN CALCULATIONS AND NARRATIVE BOOKLET ASSOCIATED WITH THIS PROJECT APPLICATION. I( e CRAIG W. I KOTARSKI Lie. No. 0402048507 1 �k 10/ 02/ 20 U rr O (D D 0 H w Lu U Q z O D O z O a U uj w z O U) Lu ce ui DATE 1121/2020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. 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'Lf\` - - - =- / Jn111:���II,1I11i,�Ilolll I I I N. \\ \o\ $ CHANNEL CROSS SECTIONS / DRAINAGE AREA: 22.3 AC CN: 67 TC: 26 MIN 2-YEAR Q: 16.77 CFS 2-YEAR V: 3.65 FPS 10-YEAR Q: 43.25 CFS 10-YEAR ELEV: 523.45' san 535 \ 535 \ r \ / 530 530 / 525 525 \ 10-YR WSE 523.45' 520 520, M N M N 9+50 10+00 11+00 CROSS SECTION 1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 515 DRAINAGE AREA: 28.2 AC CN: 68 TC: 27 MIN 2-YEAR Q: 22.01 CFS 2-YEAR V. 3.43 FPS 10-YEAR Q: 55.25 CFS 10-YEAR ELEV: 510.73' UV2.'1 ?s 520 520 / \ / 515 515 / 10-YR WS = 510.73' 510 510 505 505 o 0 Ln o h 0 h 12+00 9+50 10+00 11+00 11+50 CROSS SECTION 2 DRAINAGE AREA: 44.6 AC CN: 72 TC: 29 MIN 2-YEAR Q: 43.57 CFS 2-YEAR V: 3.48 FPS 10-YEAR Q: 98.19 CFS 10-YEAR ELEV: 495.31' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 510 \ 510 \ 505 \ 505 \ \ 500 / 500 / \ 10-YR WSE = 495.31' 495 495 490 490 9+50 10+00 11+00 12+00 CROSS SECTION 4 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 SCALE V=80' 0 80' 160' DRAINAGE AREA: 36.4 AC CN: 70 TC: 28 MIN 2-YEAR Q: 31.95 CFS 2-YEAR V: 4.56 FPS 10-YEAR Q: 75.61 CFS 10-YEAR ELEV: 502.00' LwLI Inr 1�1�� c O U CRAIG W. I KOTARSKI Lie. No. 0402048507 Bin k1o, 10/02/20 .v 515 515 510 510 / 505 \ 505 10-YR WSE = 502.00' \ / \ 500 500 9+50 10+00 11+00 11+50 CROSS SECTION 3 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 DRAINAGE AREA: 61.0 AC CN: 70 TC: 31 MIN 2-YEAR Q: 50.02 CFS 2-YEAR V: 3.98 FPS 10-YEAR Q: 118.95 CFS 10-YEAR ELEV: 481.57' 500 500 495 495 490 \ / 490 485 \ / � 485 \ / 10-YR WSE = 481.57' 480 \ / 480 475 475 13+00 9+50 10+00 11+00 12+00 CROSS SECTION 5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 WATER OUANTITY ANALYSIS - CHANNEL ADEOUACY 12+50 THE NATURAL CHANNEL WAS ANALYZED ACCORDING TO 9VAC25-870-97.B AND 9VAC25-840-40.19. PER THE NRCS WEB SOIL SURVEY, THE SOIL TYPE ALONG THE ENTIRE CHANNEL IS 36C - HAYESVILLE LOAM, WHICH ASSUMING THE TOP LAYER OF LOAM HAS WASHED AWAY, IS CLAY. FROM TABLE 5-22 (VESCH), THE PERMISSIBLE VELOCITY FOR STIFF CLAY IS 5.0 FPS, THE ESTIMATED ULTIMATE DEVELOPMENT CONDITIONS OF THE DRAINAGE AREA UTILIZING THIS CHANNEL ARE ILLUSTRATED ON THIS SHEET. THE SHADED AREAS REPRESENT THE BUILDABLE AREA AND THE ASSUMPTION IS THAT 80% OF THOSE AREAS WILL BE IMPERVIOUS. THE CN VALUE IS SLIGHTLY DIFFERENT AT EACH CROSS SECTION BASED ON THIS ESTIMATED DEVELOPMENT. BASED ON THE CROSS SECTIONS ABOVE, AND CONSIDERING ULTIMATE DEVELOPMENT CONDITIONS: • 2-YEAR VELOCITY ROUTED THROUGH THE CHANNEL DOES NOT EXCEED 5 FEET PER SECOND AT ANY SECTION. • 10-YEAR WATER SURFACE ELEVATION DOES NOT OVERTOP THE CHANNEL AT ANY SECTION. THEREFORE THE CHANNEL IS ADEQUATE TO HANDLE THE STORMWATER CONDITIONS RESULTING FROM THE ESTIMATED ULTIMATE DEVELOPMENT CONDITIONS, WHICH INCLUDES THIS PROPOSED SITE PLAN. F DATE 1121/2020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. 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KMAR.SR Lie. No. 0402048507 P„ 10/02/20 ,( m E O 0)O N � C > E a E V ~ V w 3 Z Z LLI ¢ L 0 3 F z �w 0 a O O j U co Z W�-u; ocr U) Z~max W U a� In a w UU o3dS�� e oa U) m^1 z O0U0 <, to Q JOB w 0 0 - Q- � r > > K cc Z2�0 0 O01�/1ti U) ss>W Lu O W� W� w x I- w o000 w F ry n� ry ry M ry i Vry 11 ~ W \ 01 O ti Q 0 DATE 112112020 0 } DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • • SCALE 1"=30' z G O = d J W U 0 w m y n w N a c Q v C N G = a Q c > ww1r' L N wzQ � a p U w o OLL, J c � 2: W =o co o(D 1� a z Q Q 22 2Z 02 1 W Eo z a� V / N O o= >r Z 3 Z O 2 o Q 0 N o 2 3 n m c 02 OI 1L ' N I1..X C ry O L d N C U E c U � o m a yv !O a JOB N0. 0 o m � 44493 9 2 � c co SHEET NO. a O C6.3 t r E