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HomeMy WebLinkAboutSDP202000009 Plan - Submittal (First) Final Site Plan and Comps. 2020-01-21UVA FOUNDATION - 1725 DISCOVERY DRIVE FINAL SITE PLAN (REFERENCE INITIAL SITE PLAN SDP201900059) TAX MAP PARCEL AND OWNER INFO: PARCEL 03200-00-00-019EO UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP) AIRPORT IMPACT OVERLAY ENTRANCE CORRIDOR OVERLAY REFERENCE "ZMA200500003" (APPROVED 3/10/2010) 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: 8/19/2019 DATUM: VERTICAL: NAVD88 *PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANSCAPED) 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 COMMERCIAL/INDUSTRIAL: 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: OFFICE (RESEARCH, LABORATORY) PROPOSED USE: OFFICE (RESEARCH, LABORATORY) ±10,745 SF ADDITION EXISTING PARKING: 176 SPACES (PER APPROVED SITE PLAN SDP200100047) REQUIRED PARKING PER ORDINANCE: (36,120 SF X 0.8) X (1 SPACE / 200 SF) = 145 SPACES MAXIMUM PARKING ALLOWED FOR CURRENT USE: 1.2 X 145 SPACES = 174 SPACES PROPOSED PARKING: PHASE 1 = 175 SPACES 1 SPACE REMOVED FOR PROPOSED HYDRANT ISLAND PHASE 2 = 232 SPACES 62 SPACES ADDED, 6 SPACES REMOVED ADA PARKING REQUIRED: PHASE 1 = 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC) PHASE 2 = 7 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) MAXIMUM BUILDING HEIGHT: 3 STORIES (OFFICE, PER UVARP DESIGN CODE) TOTAL PROPOSED DISTURBED AREA: 1.29 ACRES PHASE 1 = 0.49 ACRES PHASE 2 = 0.82 ACRES IMPERVIOUS AREA EXISTING: 2.21 ACRES POST PHASE 1: 2.42 ACRES POST PHASE 2: 2.94 ACRES "PHASE 2 (ADDITIONAL PARKING) WILL BE TRIGGERED UPON CONVERSION OF TENANT SPACE OR THE EXPIRATION OF CURRENT LEASES THAT WILL REQUIRE EXCESS PARKING COMPARED TO THAT WHICH CURRENTLY EXISTS ON SITE. TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING ITE CODE: 710 AMOUNT: 36,120 UNITS: SF (GFA) WFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 352 IN 47 OUT 6 TOTAL 53 IN 9 OUT 42 TOTAL 51 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) 10,745 SF X 250GPD / 1000 SF = 2,687 GPD AVERAGE HOUR = 2,687 / 24 = 112 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 112 X 3 = 336 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 672 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 10,745 SF X 250GPD / 1000 SF = 2,687 GPD COUNTY OF ALBEMARLE, VIRGINIA 1/21/2020 Lf,r.L ikk,ItLJ aso MCMURDO Sa� 3 SITE oo� LOCATION °jYDr QAker Wade Power Technologies AIRPORT INDUSTRIAL PARK QUniversity of Virginia Research Park... l �s and parkOr JW Townsend Q Landscapes O Center for Applied Biornechanics Fabrics N 0 R T H S I D E INDUSTRIAL PARK Nwthz;p�, Or 0 Crutchfield Corporation §y m° VICINITY MAP 1=1000r DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: CHRIS SCHOOLEY TELEPHONE: (434) 982-3777 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 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN - PHASE 1 C2.2 DEMOLITION PLAN - PHASE 2 C4.0 LAYOUT AND UTILITIES - PHASE 1 C4.1 LAYOUT AND UTILITIES - PHASE 2 C5.0 GRADING AND DRAINAGE - PHASE 1 C5.1 GRADING AND DRAINAGE - PHASE 2 C7.0 STORMWATER PROFILES L1.0 LANDSCAPE PLAN - PHASE 1 L1.1 LANDSCAPE PLAN - PHASE 2 L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 14 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE '�' Ni� CRAIGV.T 1 KO.MRSIM r Lic, No. 0402048507 1/21/2,0 �t�IO;a7AL '�� E Cm 0 U N Ui N � Q 0 > E w Q E H w U U v � QL� oLL0^ w o ro ,� 0-' W L M a_j Uo0 w J — Lrl M o N U LU N O x � W v = U > Ln Q . c Ln 0')O N Ln M a .Q- 00J O w 0 0 0 w > w_ U Q z 0 > 0 z 0 z 0 U w z O_ w CL w Q 0 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A Uj oC 0 ry LLJ > W O z W U0n U w J W 2:O w �U ^ J L / a N 1� JOB NO. 44493 SHEET NO. C0.0 �a =O o 2 z a)o .2:E 0 T � �o E� d o D U o= zLO O 2a SX a) 0 w Zl� N o Q:S o .§ a0) 0)C: .-> -, U� U U X C: 0 0 N U :F2 0 0 0 u7 U 0 `o o E � 0 o U o 0.2 U 2 CN C� o U C O Q� o� � _E LEGEND ROADS STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER { BENCH MARK . . CLEARING LIMITS 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION ,- TC 240.5 PROPOSED SPOT ELEVATION 1\ PARKING COUNT SEWER \� S EXISTING SANITARY SEWER WATER EXISTING WATER LINE J' r%Ar"%TA1 e' TC = 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 J U N E 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 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 7:00AM 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) GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE 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). 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. 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A ING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale raFp Y G T H 0.5' FROM EP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 4" TOP OF CURB U RFAC E VDOT A-3 CONCRETE SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 2" R 4" CONC CURB AND GUTTER CLASS 3A, \\ ° (f'c=3,000 PSI) CONCRETE 4 _ 111.11 13" \ a Q a 7„ ° a a ° a a \V ° as ° 0 4" MIN. 6" 6" - 2'4" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% a \\\ AA \� 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. �. r .I Q, 14. #..tRAIGW J. KO TARSIM Lie. No. 0402048507 112120 m E 0 0 M U N ui N C > E w °) E Lu U v Q �! � o U-- L w O ro 0:' W L M �� Vo0 w J - Ln >oN (3 W N z �_ °S O X v � = U > Ln a . c U) rn O N a a� 00 J CD ui Ln 0 0 0 w > H U Q z 0 0 IL O 0 U U) w z O > w CL w Q 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A ui H� ujQU) \ > J � Q 0 z � U 0 W O 0 w 06 J H � QQ w uj m Ln Q O N z 1� JOB NO. 44493 SHEET NO. C1.0 .0 o � Qo 2 z a)0 22 o g T � m o ao D U 0 E� zLn 0 0 2 S X o w �0 Q� o n � 1 Y U � X O 0 .0 O U 2 c� 0 O E-2 � E -0 U N o _0 s� L� U O C (0 0. O U �_ CU CN O � U (� O Q� _E Albelmode Coudy Hydrant ra Flow Date of Report Se!' ke Auth♦rity nt 8/15/2019 'er'*�ng'i Test Report 168 Spotnap Road Charlottesville. VA 22911 (434) 977-4511 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 O Q20 Multiple Inline Hydrants V Q20 Single Flow W Sprinkler Test Single Flow Flow Hydrant #1 11894 Pitot Pressure #1 (psi) 50 Yellow 1 V 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 D 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 pilot flow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AWWA. Foryellow Pollard diffusers, a best fit 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: 4147r 1672. CSA Hydrant nService, Ownership % K:) Not In Service, ACSA Owned Not In Service, Private Ownershi In Service, Private Ownership 564 ----. 1176 In Service, ACSA Owned ACSA Fire Line WSA Water Main 1670 tility Type Flow Hydrant " ~8 Potable Water 1189 ''�----�'- Ab Raw water cb ) Static Residual Hydrant rr 1191 s�8. 1176 sa 8 • _ `5336 1 07S.cO�FRr` 1725 Z., v OR <n h�� h 1600 Utilities, structures, lot lines, and all appurtenances indicated on this map are intended for general layout and reference location only. This printout is not intended for any other use than for preliminary N Q planning and general location purposes. The utilities shown on this map are believed to be accurate, Cm however, recent utility improvements and/or system changes may have been updated since the time of this printout. Any determination of topography or contours, or any depiction of physical W E Service Auth Sri improvements, property lines or boundaries is for general information only and shall not be used for the design, modification, or construction of improvements to real property or for flood plain determination. S Contact ACSA directly for specific utility locations. <Z_!E !Y- > Aerial Imagery © Commonwealth of Virginia 0 60 120 180 240 soryix 6 Ccn•,,crving Planimetric Data Property of County of Albemarle I Feet ACSA Staff MMlDD/20YY FIRE FLOW TEST REPORT No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)-- 2'-10" / EXP. (TYP.) / 2'-10' ,JOINT 12° MIN FINISHED GRADE (TYP.) 12" (TYP.) WASH a o 0 1 /2" R �- (MAX.) °a o ao 0 1_4 FINISHED o GRADE EXP. a ° ° CONCRETE JOINT °a #3 REBAR (12" O.C.) 1 /8' WASH 5" # 57 STONE A a ° O 8" 1 11_0" 9 ° 4 (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: 1. FINE BROOM FINISH ALL STAIRS. 3 1, 4„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS WITH HANDRAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) L 3" CONCRETE COLLAR --CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE ° SEE SHEET C5.0 CURB TRANSITION DETAIL No Scale 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" m i n -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE N(ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH N TS FIG. S-3 TD-34 DI-3A, 3B, 3C FOR nFTAII S OF INI FT EXPANSION KEYED JOINT CONST. JOINTS BARS UITFek BACK OF SIDEWALK SEE STANDARD AIRS F a. 111111111 IIC__CCCCCCCCCCCC__CCC--- III■■■■■■■■[J■■■■■■■■■■■■■■■■■■■1 C I - �, I u........0 Y. • I........ ...................r t�................... r LBA- FACE OF -CONTROL • 11 •GUTTER GRIII" • ROJOINTt ,�- F-A BR CT G TTER " I SUBBASE HARDWARE< z_ _ Z:: BRS F - CLOTH + I WEEP HOLE. I SEE NOTE 8 � STEPS.'SE NOTE 5 8" 2'-8" 4'-0'F= SECTION l A„ A -A KEYED CONST. JOINT 2'-10" 2" WARPED -B 8�� 3'_0,� x 2" APPROACH I I N Z< BARS A GUTTER Oc- N 1------------------- - - ---- i' BARS E BARS F'­BARS E B H - *3" DIAMETER BARS B WEEP HOLE FRONT ELEVATION BARS F 6" 1•-s•• 6•' - - - - - - (GUTTER REMOVED) 8„ 5XI/y" BENT PLATE \ SECTION B-B " R '-7 TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDRDS.. a I/a L2%2"X21/2"XI/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. GALVANIZED TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68* 30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH V2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ . APPR. PAVEMENT DI-3A L DI-36 R L DI-3C L WARPED PAVEMENT = = I FLOW FLOW FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-1 I/2 SECTION CAST IRON 1 1/2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-3V " L 2V2" x 2V2" x I/4" CAST WITH 1. DEPTH INLET (H) TO BE SHOWN ON rn GROCER � 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE FO STANDARD DI-1A B A _ _ A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF N F CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS RE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS 43.6 LBS CONNECTORS BRACE RIBS 3 LBS TO COLLAR SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE INVERT TO BE SHAPED IN LUGS CONNECTOR IS ACCORDANCE WITH STANDARD IS-1. THE COST OF T1FURNISHING AND PLACING ALL MATERIALS gl/ " 2'-7" gl/ .' INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" I/2' x 1V2' x 4"J I 1/2" x 4" STRUCTURE. PLAN LUGS 12" i gy, STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) SEE DETAIL A OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE BE WITH CEMENT STRUCTUREMORTARTOL PREVENTED N SECTION B-B MIN RAISED COLLAR DETAILZMTERING STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE NCLUDED 2VZ'IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS RE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D1 IN -PLACE. 4'-2" HARDWARE 2 6 V-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE I 2'-7" I CLOTH I PLACED IN ALL AREAS ADJACENT _ _ 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT II^1I ww ww p'o #68, #78 OR a #8 x 6" WIDTH SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. a. a. (L IL p . p . ' _ SEE STANDARD T-DI-3, 4 FOR a s a s v ''' > D COLLAR DIAMETERC C ALTERNATE DESIGN. N 99 N . WEEP HOLE SEE B ` 8. 3" DIAMETER WEEP HOLE WITH 12"X12" x z z Z Z 12" (� iv PLASTIC HARDWARE CLOTH I/" MESH GALVANIZED STEEL WIRE, 12"-15"-16" OR 24" 4M E WI WIRE DIAMETER 0.03", NUMBER 4 MESH N � �, n HARDWARE CLOTH ANCHORED FIRMLY N = TO THE OUTSIDE OF THE STRUCTURE. • D' � ' n p • io 9. CAST IN PLACE CONCRETE IS TO BE n D o' A v p • CLASS A3 (3000 PSI). PRECAST A CONCRETE IS TO BE 4000 PSI. SECTION A -A 11/2 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER I I 4, CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B III MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.CU. YD. CONCRETE 15" CONCRETE PIPE 1.528 528 CU, YD. CONCRETE I APPROXIMATE WEIGHT 11/�' Ij- �4' CAST IRON GRAT E 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ALL 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 24" CONCRETE PIPE - 1,817 CU. YD. CONCRETE SECTION C-C SECTION D-D OF OCATIONET M VARYES. BYLMANUFACTURER TERING MAY ADDITIONAL COOTDOFEDEPTH. GRATE DETAIL lvDOT SPECIFICATION STANDARD DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 1 REVISION DATE 104.01 P MAX. 6'-0"-MAX. 6'-0"� GRIPPING RAIL SEE ROAD LANSFOR RETAINING HR-1 1.._.41/2" O.C. 3/q" NPS PIPE PICKET WALL DETAILS. 4'/e" O.C. 8/e" SOLID PICKET MAX. 6'-C"F MAX. 6'-0" I /2" DIA. SOLID STEEL SMOOTH I I I = S(TYP.) OR STANDARD PIPE. V I I I UNDING ELOECTRODE ANCHOR RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1' 3" MAX. BOLTS 4" O.C.-�-{ (TYP.) 30 FEET. r/7 T-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE io 12" RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE n MIN EXPANSION JOINT PICKETS : %a" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 3" MAX. OR 58 MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) - SEE ROADWAY PLANS 2" min. 12" OR TYPICAL SECTIONS MIN CONCRETE STEPS FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE POSTS 1/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS 1'/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING 12" ELECTRODE HR-1 TYPE I HANDRAIL 2�/4" min. MIN. (FOR USE ALONG STEPS) NOTES SOLID STEEL 7. THE CSHALL SUBMIT DRAWINGS DETAILING ALL SMOOTH ROUND ROD ASPECTSTS OF OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO THAN 5 PERCENT. WITH RAAILOWILLR BETER NCIDENTAL TO COST OF TOACHIEVEA COATING ON ALL SURFACES VENTING AND (FOR USE WITH TYPE II& IIIRAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6' 0' 6'-O"�{ ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 4 112" O.C. Y4" NPS PIPE PICKET 4„ SEE ROAD PLANS FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/8" O.C. S/g" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. --- 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. a 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. INSTALLATION TO BE IN ACCORDANCE GROUNDINGST'D. I EATTERIALS WITHI 9 COMMERCIALLYAVAILABLE LA G SYSTEMS MAY BE USED IN LIEU OFTHE RAILING. DOCUMENTATION FROM DESIGNING AND FABRICAT FABRICATING 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : 3/q" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 8 " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT OVEHICULAR ANY IMPACT. VEHICULAR STANDARDGUARDRAIL FORSHOULD PRO ECTION (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. NVDDT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 501.05 PIN I✓ :f l C �' N4 O d U CRAIG VvT J. KOTARMKI Lio, No. 0402048507 I/2V20 0M E N 0 N N C Q 0 > E W 6 E W > U � � Q LL o 0 LL W O ro .1 ce W L nn Q J U 00 a. J - Lri LU 10_ > p N L)' W N OX (n 0 Q � LL U) = c r-4 = U > ko LI) Q . C Lf1 ul N >U M 11 � 00 J tD H (A Z) O 2 0 O 2 0 W > W 2 U Q z O (n O z O H a U V) W 0 z O V) W W Q 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 0 CV W Q C) / > J_ 0Z U U-1 J 06 F__q tY Q Q U) w LLB m J Ln Q O N z JOB NO. 44493 SHEET NO. C1.1 0 N .y E5 0 0 co co d 0 a C a C r6 0 N 7 O (6 C m (6 a .Q N 0 c �o o a � E' z m0 0 T F- CU E O a � C W (0 rn a 0 Z) U O C (D Z w o� � Q � X 0 o w V_ 0 (D 0-:E- 0 .3 a 0 � > Y rn � U � X 0 U U �L d w m C U)0 = O N �a CU U CU -00 a m 0 U En C rn o (0 U 2 C N (n N 0 C U (D 0 (D rn / - - - - - - - - , \ \ — CENTERL/NE OF PAVEMENT DICKERSON ROAD EDGE OF PA VEMENT 40' PUBL IC RIGHT OF WAY — / SEE DB 446 PG 175 WOODED 4REA WOODED AREA PID 03200-00-00-019A0- N/F HARMONY HOLDINGS LLC / I I l / I I , I l / / / / _ _ \ \ \ \ \ \ \ \ \ \ \ `57 DB2984PG724 I l ,/ I / , l I / /-- �\ \\ \ \ \ ` \ 6----- 1600 QUAIL RUN I / / -574 _ -573 — \ 150' BUFFER AND B _UILDING SETBACK Nk1ANAGED�STEEP SLON�S (TYP.) \ \ jl 5669_ 566 565 564-- Ile— — — --——————— -----— ———— — ----— _-- // / // / i '� — — — �- — \ / \ ` 5 — _ _— — — — — — — — — — — — _ — — _ — — — — — — — — — — — — — — _< _ \ _ - --560- — — — — — — _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - \ \ - - / T06 hVL-ET --_--- 559---------------_-_ _ _ — - —_—_ = — _ _ ��\ \ \-558---------- / TOPS 4zR�---------557---------------------------- _----- ---_--- / / �jll /Ill l l / �/ \ - /NV U 54&64� —-----ss6------------_ _ --_-_---------------- ---------- \\\\\ — I,/\--___„ LASTfC== 555_ - -------_----- ----- - -��\\���\\ U Q r 5" DECIDUOUS - - PID 03200-00-00-019A 1 N/FACCESS HOLDINGS LLC DB 4634 PG 564 1.79 ACRES 1610 QUAIL RUN f-5"Dt'Co\ 1 \\ �\ \ Lu _5,DECLD000S 55A / 5" DECIDUOUS / ' SD CURB INLET II \1\ \ \\ \ \\ \\ 4 I P� \ � , ' / TOP = 552.38' I \ 1 \ \ � \ �, ASPHALT I ASPHALT \ o0 � INV OUT = 543.98' ASPHALT I I I III DUMP. / 551- - \ 5" DECIDUOUS I �\ 5"DEC-IDUOUS 5"DECIDUO".,n , - 18, PLASTIC WOOD 20'DRAIIAGE USp/ I I EASEMENT, wT v II IIII II � l \ Qcc 8 LL96�SIIT \ I J 58�.- ////IE\ l � 551 CONC.S K FLUSH CURB CONC. SWK. C&G SDCURBINLET---------- -- -----_- -- 11 III �\ __- SG(V_SIGN_ SIG/- 5DECDU,US TOP = 552.41' LANDSCAPE - - pp4 Ml TE 20' I IIA 7T] I 5 DECIDUOU p INV IN = 546.49' 15" PZA� r�lG- - INV OUT = 546.3T 15"PLASTIC 1 p p 5" DECID/ I�US / / I 0 _ \I 12p h C1712 55 I I I I i l l l \ WAL WALK / g :5-6EC1D000S \ 1 I /1 p-5" DECIDUOUS I I V IN - 543\69' a " I I,1Sj/�r� ►� '� \IN d 1UT - 54$.4' � " �Ug$1 7 \ �MHD / \ \ 1 \ 1 111 \ \ \ \ TOP = 547.78' PID 03200-00-00-019EO �O -5" DECIDUOUS INV IN = 544.20' 15" PLASTIC UNIVERSITY OF VIRGINIA FOUNDATION I p / p I 1 \ 1 I I \ 1\ DB 3838 PG 028 I \ \ \ \ \ \ \ \ \ \\ \ I INV OUT = 544.18' 15" PLASTIC 7.10 ACRES I / � I 1 I I 1 I I \ LsQ CURB INLET I \\ \ 1 1 1 I 1 I CONC. �ONC. SWhC I 1 I TOP=54776' I \ \ \ I I I 1 I I I 1 GA 1725 DISCOVERY DRI VE / ' 4" DECID/JOUS i 5a$ I I I I I INV IN = 541.00' 18"PLASTIC 1 \ 1 RE LA TOR \'y, p 6"DECIDUOUS 1 /NV OUT = 540.90' 18" PLASTIC I c� 2 LEVEL BRICK FACILITY I / - I I � v 1 I 1 1 DECIDUOU o 1 1 I \ I I I III CONC. /S I p 1 \ A WALL LOADING DOCK / l -5" DECIDUous \ 1 I I I I I 3"DECIDUOUS/ / // / - _ I, 547' 11 111 1\\ \ \ _Lu \ \ 1 I I I I I I I I I I t l LANDSCAPINh 1 \I I I I I I I 1 1 1 APPROXIMATE LOCATION OF EXISTING 1 I I III I I UNDERGROUND ROOF DRAIN PIPES D\ I \ I I `I RANS ORME ITCH APPROX/MATE / 5" DEC((Z�UOUS l > I 6 1 1 I I APPROXIMATE LOCATION OF EXISTING FDC i 1 IIII I ,IF I / � I I 1 � l I l l � � � •� — -I DECIDUOUS I I I II II II I�yd I 1 I DECIDUOUS- I I p G� _ p — — _ G- GAS LINE SPILLWAY LL WA"!ER I lACVIN=543.15'2 "fd4tT I I / -\ )/ ULT - — — — — — I INV OUT # 543.05' 2 " �ILIA f I I I / � I IIII III / III I I ECIDUOUS TYPICAL II II II II IIII I hh� \ \ II ,o�sTic \hhti I III 1 1 I I I II I I I I I I \ l �CIDUOUS LOCATION OF EXIST/NG SANITARY PIPE / / p h S ' III 1 l \ \ \ / / / cn _ _ % I \ SHRUBS / / 5" DE IDUOUS- l 1 � ' } I 239.3 _ / / I ' OPTIC ECIDUOUS _ _ - - _ 1 _ - j - 545 I v v v v UFO Fo - - - _ UFo--=' � - v G �_ -_� -� w \ \ \ n / _�IV— __ / I- Z 5qA 1 \ \ DECIDUOUS lDuous DECIDUOUS Af#ROXIMATELOC jv` / - CO STA/RS / I \I I APPROXIMATE 20' � \ h / 40 WATER EASEMEIT / I / I r ' - ASPHALT h I V�ATER LIN�'EASEME�dT I c j \ \ \ I - / �< � 2085 PG 714 / I / SEE7DB 2085/G 712 ok' i 5p3 \ \ ` RODIF - / 20' DRAINAGE E/1SE NT i' VARIABLE 14 vDTH DB 2085 PG 7 4 \ ACCESS EASEMENT / /—/—I� D 20 5 P(I�, 711 7 _ nI I -T i I I /� — I------(7FQ _ TOPT44.166 \\� —INVM=�?4B424"PLA3'rlC- -nED RE _I=594.08'24"PLA_ST/CWOOD�ss:z4"PLA�IcPRbPERTYEfOUDARYLINff \ \y T6P— 951. /_ ,\ / /lN�/ IN - 546./51 24 PLA \ �h �a �ry ��� �nIV 9UT = 540.28 24 PLASTIC I I h hhhh C` PID 03200-00-00-006RO N/F UNIVERSITY OF VIRGIN/A FOU DATION DB 4957 PG 692 455.85 ACRES 4419 DICKERSON ROAD MHD T P = 540.64' INV IN (W)= 531,89 "PLASTIC INV IN (N)= 531.99 1 "PLASTIC INV OUT = 526.42 3 " PLASTIC P LPS-fIG 30, FES INV O T = 524.99' 7 \-fry ".� �6 Z \ S2302528"W 13716' SD CURB INLET TOP I 4 _— \ INV IN2537.75' 18" PLASTIC / S66 3432'E I NVOUT=53771'24°PLASTIC -/� 20.47' I --- - -� COMM. \ PID 03200-00-00-006RO LwM PULL BOX \ N/F UNIVERSITY OF VIRGINIA FOUNDATION \ DB 4957 PG 692 n FIBER OPTIC LINES, 455.85ACRES n TOP=542.25' 4419 DICKERSON ROAD - INV IN = 534.30' 8"PVC - INV OUT = 534.15' 8"PVC FES INV IN= 534.72' SD INLET TOP 537.52 INV IN = 534.07 15" PLASTIC INV OUT = 533.97 15" PLASTIC PID 03200-00-00-009GO N/F BARRY L OR FLORENCE M BOSWORTH DB 2846 PG 213 2.28 ACRES 4147 DICKERSON ROAD Nr- SCALE 1 "=30' 0 30' 60' ju, #..tRAIGW J. KO TARSIM Lie. No. 0402048507 1/21/20 M E 0 0 a) U N ui [\1 c > E w E Lu U v � Q o LL o w O 10 < Lu L M �_j U0O w J — Lfl M c N U Lu N 1 O x o a � w = U > Q Ln. c `n rn O N � M ul a� Ib J Lr) 0 (7 0 0 w U Q z 0 0 CL O z 0 U U) w z 0 V7 w 01-1 i DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' w >— oC cl) z LuQO > � I- 0�0 U00 S Z (f) w J U F__q 0 < �� nn V Z ' ^ u I w _j J Q I= cf) X .wN ■ W JOB NO. 44493 SHEET NO C2.0 WOODED AREA B LLARDS MHD TOP = 548.40' INV IN = 543.69' 15" PLASTIC NV O T = 543.4' 24" PLASTIC DITCH CONC. SPILL WAY MHD TC P = 554.81 ' INV IN = 543.15' 2 "tSTIC STIC INV OUT = 543.05' 2 I I J 150' BUFFER AND BUILDING SETBACK IMANAGED STEEP SLOPES (TYP.) II STORM INLf T TOP = 554 R,21 INV OUT = 5 .64' 15" PLASTIC \1111�j v // DUMP. 20' DRAINAGE / EASEMENT 'ONC. DB 2085 PG 714 PAD i J / ' CONC. SINK / SD CURB INLET TOP = 552.41 ' INV IN = 546.49' 15" PLASTIC INV OUT = 546.37' 15" PLASTIC WALL / WALK / / o MHD TOP = 547, 78' INV IN = 544.20' 15" PLASTIC INV OUT = 544.18' 15" PLASTIC GAS TOR CONC. WALL LOADING DOCK n ASPHALT LANDSCAPE PID 03200-00-00-019EO UNIVERSITY OF VIRGINIA FOUNDATION DB 3838 PG 028 710 ACRES 1725 DISCOVERY DRIVE 2 LEVEL BRICK FACILITY APPROXIMATE LOCATION OF EXISTING UNDERGROUND ROOF DRAIN PIPES RANSFORMER APPROXIMATE ® ' APPROXIMATE LOCATION OF LOCATION OF EXISTING SANITARYPIPE EXISTING FDC s' Q) 0 �d SHRUBS I it------ -------- FIA 3ER OPTIC � - - ------------------ UFO UFO— GAS LINE G— \G G SIGN -- V _%� WOODED AREA PROPERTY BOUNDARY LINE W \ I � I A \I \ T\ \ � i \ I \ I \ — — — Z ° APPROXIMATE LOCATION ° 20' WATER EASEMENT \ ASPHALT DB 2085 PG 714 20' DRAINAGE EASEMENT \ DB 2085 PG 714 \ LEGEND: REMOVE CONCRETE ii REMOVE ASPHALT REMOVE TREES REMOVE TREE I U I REMOVE CURB AND SD CURB INLET ER (SAW CUT AT TOP = 552.38' GUTTW NEAREST JOINT) INV OUT = 543.98' ASPHALT 18" PLASTIC Q� O J_ / Lu FLUSH SIGN SIGN SIGN AP ROXIMATE 0' v V1, TER EASEM E7NT D8 2085 PG 71 I I I REMOVE AND RELOCATE SANITARY CLEANOUT 0, O SD CURB INLET REMOVE BUILDING TOP - 54776' OVERHANG AND COLUMNS �I O i INV IN = 541.00' 18" PLASTIC INV OUT = 540.90' 18" PLASTIC � o REMOVE LANDSCAPING I I 239.3 ' / I O UFO - - - UFO - - - UFO_ - G - G - - co — — — — — — — — — — — — — — — — — — — — — — CONC. STAIRS --- -- -- - --- --I-- VARIABLE WIDTH I O / APPROXIMATE 20' ACCESS EASEMENT DB 2085 PG 711 110.4 WATER LINE EASEMENT SEE DB 2085 PG 712 ROD /F I I _--------- w I / 24" PLASTIC 0 a� `I b \ SIGN c, a v — SAN— — — SAN -- ----- -- UFO--- 24"PLASTIC - -- - - -- --- UFO--- MHD ---- - - UFO---- ---- - - TOP= 544.66' FIBER OPTIC INV IN = 534.04'24'PLASTIC INV IN = 534.08' 24 "PLASTIC M INV OUT = 533.86'24'PLASTIC TOP = 551. INV IN = 540.51'24" INV OUT = 540.2824"PLASTIC -77 UFO SD CURB INLET TOP 542.54' I �S66°34 32'E INV IN = 537 75'18" PLASTIC I -� 20.47' INV OUT = 53771' 24" PLASTIC I COMM. PID 03200-00-00-006RO PULL BOX NIF UNIVERSITY OF VIRGINIA FOUNDATIOI DB 4957 PG 692 455.85 ACRES 4419 DICKERSON ROAD FIBER OPTIC LINES Nr TOP=542.25' INV IN = 534.30' 8"PVC SCALE 1 "=20' INV OUT = 534.15' 8'PVC oC- 0 20' 40' �:�, .� ul I Off, , Lie. No. 0402048507 112120 m E 0 0 a) U N ui [V c Q 0 > E w °� E H w U v � Q L" o LL 0 w O ro 0-' W L M a_j Uo0 LLJ J — Ln a > c N U W N O X _ QQ1 N = U > Q Ln c � rn O N d � 00 J z O H U U) w z O U) W 01-1 Q 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' ui H� 0 W LL Q LuQ= > > a_ O z Z U0 O J Lu J a_ I —I Q Lu Z O Li N � J� 1 1 Q LL Q D JOB NO. 44493 SHEET NO. C2.1 LEGEND: WOODED AREA B LLARDS MHD TOP = 548.40' INV IN = 543.69' 15" PLASTIC NV O T = 543.4' 24" PLASTIC DITCH CONC. SPILL WAY MHD TC P = 554.81 ' INV IN = 543.15' 2 "tSTIC STIC INV OUT = 543.05' 2 L � u- REMOVE CURB (SAW / (D CUT AT NEAREST JOINT)ry / Y o ?umP. O /z 20' DRAINAGE EASEMENT -ONC. DB 2085 PG 714 i- �I Q TORM INLET TOP = 554.82' INV OUT = 548.64' 15" PLASTIC / REMO C TAT N REMOVE TREES MANAGED STEEP SLOPES (TYP.) - REMOVE STORM INLET AND RELOCATE RIPRAP VE CURB (SAW /ice =AREST JOINT) STORM PIPE TO BE ABANDONED IN PLACE. FILL WITH FLOWABLE FILL. J / ' CONC. SINK. / SD CURB INLET TOP = 552.41 ' INV IN = 546.49' 15" PLASTIC INV OUT = 546.37' 15" PLASTIC WALL / WALK / o MHD TOP = 547, 78' INV IN = 544.20' 15" PLASTIC INV OUT = 544.18' 15" PLASTIC GAS TOR CONC. WALL LOADING DOCK ASPHALT LANDSCAPE PID 03200-00-00-019EO UNIVERSITY OF VIRGINIA FOUNDATION DB 3838 PG 028 710 ACRES 1725 DISCOVERY DRIVE 2 LEVEL BRICK FACILITY APPROXIMATE LOCATION OF EXISTING UNDERGROUND ROOF DRAIN PIPES RANSFORMER APPROXIMATE ® ' APPROXIMATE LOCATION OF LOCATION OF EXISTING SANITARYPIPE EXISTING FDC Q) 0 .} SHRUBS 0 1 I it------ -------- FIA 3ER OPTIC � \ - - ------------------ - UFO -\ UFO l - - GAS LINE G G G SIG\ N W- \ I � I A l� \I \ T\ \ o \ I \ � I \ I I I— ------T----7--\� ----- ° APPROXIMATE LOCATION ° 20' WATER EASEMENT \ ASPHALT DB 2085 PG 714 20' DRAINAGE EASEMENT \ DB 2085 PG 714 \ REMOVE LIGHT POLE 150' BUFFER AND BUILDING SETBACK ® REMOVE CONCRETE ii REMOVE ASPHALT REMOVE TREES REMOVE TREE I I REMOVE LIGHT POLE / REMOVE CURB SAW CUT AT NEAREST JOINT) SD CURB INLET REMOVE CURB TOP = 552.38' (SAW CUT AT NEAREST JOINT) W ASPHALT INV OUT = 543.98' - m 18" PLASTIC ASPHAL J Q� FLUSH CURB SIGN -� -� F RELOCATED ? FIRE HYDRANT � I z EP LL Q C&G m 0 AP ROXIMATE 0' LO WATER EASEM NT ADJUSTED 20' WIDE D8 2085 PG 712 WATER LINE EASEMENT I � I I I � I � /O SD CURB INLET TOP - 547 76' INV IN = 541.00' 18" PLASTIC INV OUT = 540.90' 18" PLASTIC � Ip I I 0 I I O239.3 ' 1 UFG UFO - - - UFO -G - - G— �G co CONC. STAIRS -I — — — — — — — — — — VARIABLE WIDTH I 4" PVC I I APPROXIMATE 20' ACCESS EASEMENT j 110.4' SANITARY WATERLINE EASEMENT DB 2085 PG NT I SEWER \ % SEE DB 2085 PG 712 ROD /F I % II - - - - - - - W I CONTRACTOR/T \> '� VdRIFY TIE-1 E ISP 0 24„ PLASTIC a� b C& G q C SIGN j SIGN -- - ---- -- UFO--- 24"PLASTIC - - - UFO------- --- --- UFO--- MHD ------ - - ----------- ---- - - ---- - - - --UFO---- TOP= 544.66' FIBER OPTIC INV IN = 534.04'24'PLASTIC WOODED AREA INV IN = 534.08' 24 "PLASTIC PROPERTY BOUNDARY LINE M INV OUT =533.86'24'PLASTIC TOP:::, 551. n INV IN = 540.51' 24" INV OUT = 540.28 24" PLASTIC I i l UFp SD CURB INLET TOP 542.54' I �S66°34 32'E INV IN = 537 75'18" PLASTIC I -� 20.47' INV OUT = 53771' 24" PLASTIC I COMM. PID 03200-00-00-006RO PULL BOX NIF UNIVERSITY OF VIRGINIA FOUNDATIOI DB 4957 PG 692 455.85 ACRES 4419 DICKERSON ROAD FIBER OPTIC LINES Nr,.- TOP=542.25' INV IN = 534.30' 8"PVC SCALE 1 "=20' INV OUT = 534.15' 8'PVC oC- 0 20' 40' y..d Q CRAIG W J. Ili.OTr2RSM Lic+ No. 04020 4850 I/2120 �1fiIO,AL M E O 0 N U N N C Q 0 > E w °' E - 4.� W > U a Q LL o 0 w 0 w 0 ra .1 OC W M 11L J U co J — Lrj d >p N N W zu! 3:O �x = U > L I- a c Ln uN � M a� 00 J t0 H z O d U V) w 0 z O w w Q 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' W I..L� 0 N W Q W � I � 0 z i z Uu ui 0— H Q ry Q z 0 u J w J N0C G 0 Q JOB NO. 44493 SHEET NO. C2.2 0 y 7 U d 0 co m 0 2- o_ 0 s 0 cu m C a a 0 3 WOODED AREA BOLLARDS MHD TOP = 548.40' INV IN = 543.69' 15" PLASTIC NV OUT = 543.4' 24" PLASTIC DITCH CONC. SPILLWAY MHD TOP = 554.81 ' INV IN = 543.15'24"�LASTIC LASTIC INV OUT = 543.05' 24" 5" DECIDUOUS Q Lu LL Y IY O z C� ON( PAD z 00 5" DECIDUOU. 20' DRAINAGE EASEMENT DB 2085 PG 714 � 1 � / Z WALL II / F GAS REG MHD TOP = 547.78' INV IN = 544.20' 15" PLASTIC INV OUT = 544.18' 15" PLASTIC TOR WALK CONC. SINK SD CURB INLET TOP = 552.41 ' INV IN = 546.49' 15" PLASTIC INV OUT = 546.37' 15" PLASTIC I I _ 150' BUFFER AND BUILDING SETBACK I STORM INLET TOP = 554, 82' INV OUT = 548.64' 15" PLASTIC ��7 DECIDUOUS ASPHALT DECIDUOUS LANDSCAPE PID 03200-00-00-019EO UNIVERSITY OF VIRGINIA FOUNDATION DB 3838 PG 028 7.10 ACRES 1725 DISCOVERY DRI VE 2 LEVEL BRICK FACILITY WALL CONC. EXISTING BUILDING ti LOADING DOCK �I APPROXIMATE LOCAT/ON OF EX/STING UNDERGROUND ROOF DRAIN PIPES TRANSFORMER I � APPROXIMATE APPROXIMATE LOCATION OF EXISTING LOCATION OF ®SANITARYPIPE EXISTING FDC 1 0A 0 SHRUBS DECIDUOUS - F/ 3ER OPTIC DECIDUOUS UFO UFO DECIDUOUS 0,, ® - G j - G - GAS LINE SIG wV_ _WA TERVAUL LEGEND: F_�­' CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY I I I 1-5" DECIDUOUS d p 5" DECIDUOUS U SD CURB INLET I ro TOP = 552.38' Lu ASPHALT INV OUT = 543.98' 18" PLAST' AS/-t7fiL RESTRIPE PARKING RELOCATED ? FLUSH CUSRgEclDuous CURB TRANSITION CG-6 TO MATCH EXISTING FIRE HYDRANT 71 Q EP 'leia I W FL USh 6' C a G o m o SIGN ° o 5" DEClL7000S I APPROXIMATE 20' WA TER EASEMENT ADJUSTED 20' WIDE DB2085PG712 WATER LINE EASEMENT ° I I 93.5' ° I F6CONCRETE SIDEWALK PROPOSED BUILDING I `p ADDITION 10,745 SF I �'� SD CURB INLET TOP = 547.76' INV IN = 541.00' 18" PLASTIC 6" ¢ECIDuous INV OUT = 540.90' 18" PLASTIC II0 I V FO- G 1 - - -mow--- q v � \ — — — — — — — - — — — JOUS TYPICAL I \ PROPO E D FIRE Y D R A DECIDUOUS 2 �Q APPROXIMATE LOCATION Al \ ASSEMBLY 20' WATER EASEMENT \ ASPHALT DB 2085 PG 714 �l PROPOSED 20' WIDE \ i WATER EASEMENT, 20' DRAINAGE EASEMENT o\ \ DECIDUOUS DB 2085 PG 714 \ CO M PRECAST CONCRETE ° WHEEL STOP (TYP) UFO - - UFO- - G - G — --- -- w- - -- CONC. STAIRS VARIABLE WIDTH 4" PVC ACCESS EASEMENT i 110.4' SANITARY DB 2085 PG 711 SEWER 1 I I IN �L 239.3 ' I GAS CONNECTION zl AND METER UFp� i � --- - 7 ° Z --------- I ��DECIDUOUS --�--�— ----� --- G o APPROXIMATE 20' WA TER LINE EASEMENT V I� SEE DB 2085 PG 712 ROD IF \ I CONTRACTOR T o I � VERIFY TIE-IN I EXIST4dG_$A I. ASTIC �— i - SIGN QY C & G -CO c 0* SIGN 1111 SAN I CO 3 - FO --- -- -- _ UFO--- __ = S 24"PLASTIC SV i I n -- — -- -- -- -- __---_uFo_ -- -- - --- -UFO—MHD — D UFO— TOP= 544. FIBER OPTIC INV IN = 534.04'24"PLASTIC WOODED AREA INV IN = 534.08' 24 "PLASTIC PROPERTY BOUNDARY LINE MHD INV OUT = 533.86'24"PLASTIC n TOP = 551.61 ' INV IN = 540.5V 24"PLASTIC Q m mw INV OUT = 540.28 24 PLASTIC G� I I 0 24 PL I - r7? --- l UFp SD CURB INLET I � � TOP 542.54' j �S66034'32"E INV IN = 53775' 18" PLASTIC 20.47' INV OUT = 53771'24"PLASTIC I — COMM. P/D 03200-00-00-006RO PULL BOX NIF UNIVERSITY OF VIRGINIA FOUNDATION LwM / DB 4957 PG 692 I 455.85 ACRES 4419 DICKERSON ROAD FIBER OPTIC LINES \A 83 TOP=542.25' INV IN = 534.30' 8"PVC SCALE 1 "=20' INV OUT = 534.15' 8"PVC EMIR 0 0 20' 40' 1 i Lie. No. 0402048507 112120 M m E 0 0 U N ui N � Q 0 > E Lu°� E H w > U v Q L" o LL o w O ro 0-' LuL M a_j Uo0 w J — Ln a > o N U W N O X _ QQ1 N = U > Q Ln c Ln Cy)O N u Lm d � 00 J CL O Q 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' ui ui Lu Q a_ > >1 pzw U0~ O Lu J H� two Q D � J Z ' ^ u , Q Q ■ ,-� O LL Q D JOB NO. 44493 SHEET NO. C4.0 ILEGEND: I! CONCRETE SIDEWALK PRECAST CONCRETE WHEEL STOP (TYP) RETAINING WALL WITH HANDRAIL (BLACK POWDER HEAVY DUTY CONCRETE _ COAT FINISH) I I MAXIMUM HEIGHT: 14' STEPPED RETAINING WALLS HEAVY DUTY ASPHALT MAXIMUM HEIGHT IN STEEP SLOPES AREA: 5.7' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CG-2 CG-2 CG-2 LIGHT DUTY ASPHALT 11 I O9 12 18' ' MILL AND OVERLAY R5' R3' RT RS R34' I I R34' STEPPED RETAINING ALLS 24' / I ! 24' MAXIMUM HEIGHT IN STEEP J SLOPES AREA: 5.6' 5' CONCRETE 5' CONCRETE I R5' R3' SIDEWALK f�9'yl R3' SIDEWALK R5' R 10' R 10' 10 0 11 18' 42.1' CG-6 METAL PLATE TO BRIDGE GUTTER PAN CG-6 I I — '/-� /- / z R20' J MILL & 24' a I 6C;1 R5' R5' � OVERLAY / RETAINING WALL 5"DECIDu (5) - 6" RISERS WITH HANDRAIL 5"utciuuou:/ /yam // /MAXIMUM HEIGHT: 2.5' (BLACK POWDER COAT FINISH) MAINTAIN EXISTING SD CURB INLET 2' PARKING OVERHANG TOP = 552.38' MILL & C� CO z-s / Q�P / ASPHAL T ASPHALT INV OUT = 543.98' OVERLAY - 18" PLASTIC ASPHAL e !® Q '� I RELOCATED a / 5°DECIDUOUS 5"DECIDUOUS WOODED AREA I ® FIRE HYDRANT z I ® 20' DRAINAGE EASEMENT ® DB 2085 PG 714 EP I�4La O / FLUSH- CONC. SINK. SO CURB INLET � �- 5" DECIDUOUS / TOP = 552.4V n ° ° I APPROXIMATE20' INV IN = 546.49' 15" PLASTIC I WATER EASEMENT ADJUSTED 20' WIDE / �P5 INV OUT= 546.37'15"PLASTIC I I DB2085PG712 WATER LINE EASEMENT 0* / MHD / TOP = 548.40' INV IN = 543.69' 15" PLASTIC / NV OUT = 543.4' 24" PLASTIC o MHD I TOP = 547.78' INV OUT 4544018 15'LPLASTIC ASTIC PROPOSED BUILDING ADDITION 10,745 SF I ��� I SO CURB INLET ° TOP = 547.76' 6" I ECIDuous I INV IN = 541.00' 18" PLASTIC INV OUT = 540.90 18 PLASTIC CONC. EXISTING BUILDING ti LOADING DOCK �I I APPROXIMATE LOCAT/ON OF EX/STING RANSFORMER UNDERGROUND ROOF DRAIN PIPES APPROXIMATE APPROXIMATE ® � LOCATION OF LOCATION SAN/TARYP/PEXISTING J � EXISTING FDC J I I� DECIDUOUS Fl ER OPTIC DECIDUOUS -UFO UFO FO UFO ------UFO-- UFp CONC. \ D CIDUOUS % ® — G — G — G - - G G SPILLWAY I MHD GAS LINE \ -G — _ —G WV�; I --WATER �2 � � � - - _ / / co� TOP = 554.81 ' %' INVIN=543.15'24" LASTIC---------- -- -----FL CURS-- - - - - ---- -- � --- °-° INV OUT = 543.05' 24"�LASTIC a a ° n \� - 2 \ 6" DECIDUOUS --- --r--- — — -- — A DECIDUOUS A ----------------------- ------ - - --- DECIDUOUS TYPICAL I o o CONC. STAIRS APPROXIMATE LOCATION I �Al I VARIABLE WIDTH 4" PVC I o 20' WATER EASEMENT I �, q ASPHALT \ ACCESS EASEMENT APPROXIMATE20' I DB 2085 PG 714 I SANITARY I WATER LINE EASEMENT is DB 2085 PG 711 SEWER \ SEE DB 2085 PG 712 - - ROD /F DRAINAGE EASEMENT c \ DECIDUOUS DB 2085 PG 714 20 CONTRACTOR T o VdRIFY TIE E IS#1i 24" PLASTICFp � 0 C \ r C & G CO C I % / I ` UFp,\ SD CURB INLET a,. I Imo— TOP 542.54' / SAN= /j CO L I S6603432"E INV IN = 53775' 18"PLASTIC UFO--- _ 24"PLASTIC SV� — I n I 20.47' INV OUT = 53771'24"PLASTIC UFO— _ --- MHD UFO- - �-- — — UFO— — - --- TOP= 544.66' � - - _ FIBER OPTIC INV IN = 534.04'24"PLASTIC °p — WOODED AREA INV IN = 534.08'24"PLASTIC i PUULLLL BOX PROPERTY BOUNDARY LINE MHD INV OUT = 533.86' 24 "PLASTIC LWM W� TOP = 551.61 ' n � INV IN = 540.5V 24" PLASTIC Q m mW I\._FIBER OPTIC LINES Np0 83 INV OUT = 540.28 24" PLASTIC TOP=542.25' Q INV IN = 534.30' 8"PVC - INV OUT = 534.15' 8"PVC SCALE 1 "=20' 0 0 20' 40' i y Lie. No. 0402048507 1121120 c� OVAL M E 0 0 M U N ui N � > E E H 1u � QLL+� o LL 0 w O - 0-' W L M _j U 00 2! C7 ua z H U �O�X (n Lu Cy)o N W ll M cr_ a� 00 J CD w Ln 0 0 0 w > w Q z 0 cn DATE 0 112112020 } DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI • • SCALE 1 "=20' w 0 N ��W vJ w Q I..L > > I U) 0zw vow r^ Lu J 0 Lu ' m J ^ 7 Q L< ,-� O LL Q Q D JOB NO. 44493 SHEET NO. C4.1 Is 0 _ _ 7- 575- 150'BUFFER AND BUILDING SETBACK\ \ \ I MANAGE15 STEEP SLOPES (TYP.)- / _ - 566- 565 — _ _--- ---- --- _------------------- SRO- -- -564 - - _- ------------- - - - - -- - - - - -_ -563------- -- - - -- - ------------------ - - - - -- 561- _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - _ _ \ \ / \ \ \ — — _ _ — — — — — — — — — — — — — — — — — — — — — _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / /// / /// 5���]lA%L-T__---____-----559------______ - - - - - ------------------------------- --------- --- // / // /i,� \ \\ \ r \ TOP "=,,�5%54_, -- - -__------558-------------------------- - — — — — — — — — — — — — — — — _- � �\ INVOUr=S .6�'-------- -- - -------------------- - - ------- --------------------------------___ \ \ `--- - -- - -- \ \ 15"PLASTID- — —-------556-------------------------------------------------------------___- 555 — — — — - - - - - - - - - - - - - - - - - - _- - - - - - - _- - - - - - - - - - - _ - \\ ____ - - ---- ----------- - - - - ------ - - - -__ -5" DECIDUOUS \ IJ I 1-5"DEClL)Z/QUS\ W / ` / ` ' S" DECIDUOUS ' 1 \ \ \ \ \ Y - 1 ` I \ � - 5"QE-e161/O0S / \ ,� 1 � \ \ - \ - , y5� ' SD CURB INLET I 1 \ \ \ \ \ \ \ ro \ I \ TOP = 552.38' I I \ \ \ \ \ \I \ l\ \ \ Y CO ASPHALT - CURB TRANSITION FROWALT I 1 I I \ Q' , lNV OUT = 543.98 ASPHALT 18"PLASTIC I I I 1 \ ' / ' ' { l l l ► / 551 - - - \ / ^h \ FLUSH TO FULL REVEAL EX EX / �UMP. / \ 5" DECIDUOUS I / \ 5"DECIDUOUS 5" DECIJQC6/S EX 5 I I 1 I I I \ / INOOD.ED AREA / I I I /I ® O ` \ EX 552.76' 552.33' I I I Z - i \ 3.96' EX TC 553 32' I / \ 553.80 �/ I I I I I I \ 20' DRAINXI GE \ 553.82 553' I II I I \ O L LA dSI I l/ I I EASEMENT \ a a I I I \ \ / I l I l I ®CONC. ,BB �'985 PG PAD 55� / \ \ \ swK\4i- / EP / I �+ ° / - - - - I I I I I I II I I \ \ \ - 1 �W H 4IR2 ° ° G Cry G o 552 G 52. K, / ,551 - CONC. SWK. / WK SWK S K° ° a . I \ - \ - - - - - \ -\ K - °- �53'.27' ° 552.96' G ° 552.96' ° - o ° °SWI�°- SD CURB INLET -----____ --- -S/GbYQ- -� ° / I I 549- \\ / 1 TOP: 552-4 `- - - - - -\ \7 --------------Z------- 553.0- 553.05' 553 5"DECIA000S APIR XMWI \ - \ /NV IN = 546.49' 15" PLASTIC \ ` LANDSCAPE , h� / 1 f /NV OUT 546.37 15' PLASTIC - - _ _ _ IW �E,�Z�A � ;�� � ADJ STED 20 WIDE FFE 553.14' / I \ / I — — Q �p�5� � I II II {� WA ER LINE EASEMENT /550 11 i i II I iIIIII \\ / a I 1 1 1 1 I 1 11 1 \ 1 \ I I I I I I I WAI.� \ I 1 \ MkID \ I III I I / \ I / ,� 11 1 1 I I I W \ TOP1 � 548.40' 1 1 1 1 1 I 1 1 1 WALK 1 „R P 11 11 11, , o/- I I 1► I I I \\S6 I ' lNV IN = 543.618 15 LASTI�C I 1 I Icr �V O T 543.' 24" PLASTIC I I 1 I 1 / / , , _ - 1 1 1 I � 1 � / � � 11 1 1 1 I I O� Cp �� II II II 11 I I II � i�o MHD PID 03200-00-00-019E0 / °° 549 I 1 1 u\ O 1 I 1 I I I \\\ \ TOP = 547.78' / / I� I I I I I \ ~� I I I \ UNIVERSITY OF VIRGINIA FOUNDATION lNV IN = 544.20' 15"PLASTIC ! O DB 3838 PG 028 I PROPOSED BUILDING 1 I 1 \ \ INV OUT = 544.18 15 PLASTIC 7.10ACRES I ADDITION 1725 DISCOVERY DRIVE I 10,745 SF \ \ \ \ \ I I \ III 1 2 LEVEL BRICK FACILITY I FFE = 553.14 / APPROXIMATE LOCAT 11 III 1 1 1 I, \ P U5b VLLET I \ \ \ \ \III 1 I I I 1 1 I GAS OF STORM OVERFLOW I I I \ I G REGU ATOR NOZZLE 1 546- I 1 1 1 1 I I \ \ I I 1 \ / I IN N = 541.00' 18"PLASTIC ' \ I EX SWK _ 6"b�GfDUOUS 1 I 11 I 1 - - \ 1 I \ �Ok548.71'- I � \l T = 540.90' 18"PLASTIC_ / � I\ 1 I I I 1 I 1 I FFE 55i3.14' 1 I 1 I I I I CONC. EXISTING BUILDING / a 1 \ I I 11 I I I I I I I WALL LOADING DOCK FFE = 553.14 \ I 1 1 I I 1 I EX SWK � / 548.41'-- I ---_ _547- _ - � \ 1 I + I i i I I III II I APPROXIMATE LOCATION OF EXISTING / / I I I \\1 111 111 I 11 1 \ \ 555 —- I I I I I I 11 I I M I I RANSFORMER UNDERGROUND ROOF DRAIN PIPES I DITCH I I I 1 1 1 \ APPROX/MATE ! b I / D-( , -s4 s----- 1 APPROXIMATE LOCATION OF EXISTING APPROXIMATE LOCATION h I 5 I 11 I I\\\ 1 I I I I I I I I I LOCATION OF SAN/TARYP/PE / OF ROOF DRAIN 1 I \ II II I II I u 1 \\I EXISTING FDC EX BLDG 553.14' \ \ I I I � 11 / I- � , \ \ � / / l ° I 239.3 SHRUBS- i wM= / DECIDUOUS Fl ER OPTIC DECIDUOUS - - - - / ' _ / I IlS�� / -545— — II UFO - UFO -- - - - FO UFO- _ --- UFO �ONC. I - \ \I 1 I JJ I I I I I \ _ DECIDUOUS a ® I a - G ra / - G a - -G - - G - e— - ---_G _ - - _ - _ _ - 545.EX 44K 4 III �V1HD I I GAS LINE , , - ' - - - _ SPIL WAY I SIG `+ir _ _ _ _ - - _ ,=G SWK \ \ l 1 T # �54.� 11 1 I i I \ wV -WAT&R 2 / - \ _ f _ - - _ - - _ - - - 545.20' I n (�q \ \ \ \ \ \ I IN�VIN=543.15'2 �Lp4STIJ I I / _mac '\ �--------- — � -----F CUR�'T —/ — _—_ — — /— — � -- D� 1 - Z I I \ \ 55 � 11 /NV OUT 543.05'2 Lk4ST/ I / 1 / ° Ex WK I 1 II II 11 I I I I I \ IL - w-- W- / - - --- / / - W ' - -- V`/ 5 1 I I I I 1 1 1 I I 1 I \ / - I / / - - - - - / / ' / \DECIDUOUS I 1 1 / A DECIDUOUS Z /--------------- ----- --->- �- --- - - - - 1 \ - I 1 I I / CONe.. STAIRS / / _ - I I DECIDUOUS TYPICAL / � I � � - r - - - - - - - I 1 \ \ I \ \ / I / APPROXIMATE LOCATION P / 1 / / / r �- o I \ \ I II WATER EASEMENT VARIABLE WIDTH/ 1 \ \ ASPHALT ��\ / / I I I APPROXIMATE 200; - 1 I 1 I a , h �, / ACCESS EASEMENT I y10.4 3' \ \ \ I I 1 I T'C' \ \ DB 2085 PG 714 O\ ' 1 / ' / ' WATER LINE EASE/!,; JT \ \ I I DB 2085 PO 711 / / - SEE DB 208,5 PG 712t— I 20' DRAINAGE EASEMEN7 %� d, DECIDUOUS / DB 2085 PG 714 -� / `O \� � \ � 24,, PLASTIC �— \ \ C & SIGN I / I ' / OF SD CU INLET I 1 CO / / / 1 ` _ \TOP 2.54' I I I I \lNV = 53775' 18"PLASTIC I I I I \ S CO _ --- _-- - - - --- - - _------ - - - --- - - - - I UFo- _- - - - -- -----------------=�4�1 - - - — ------ __-------_�- n I // I I l OUT=537.71'241PLASTIC \ - \ I l / / - - - _ _ - - - - - - CFO _= 14F9 _ - = _ = _ = UFO- = _ _ _ _ _ - _ 1 / / — — --- -------- - - - - -- _ — — -_---_ TOP_=5�.66" — — — — - - - - - - - - - - - - - - Qo COMM. \ P/D 0 00-00-0�-006R0 I I r r I FIBEF�C�L'TI - - - _ _ _ _ - - _ _ _ - - - - - - lN�' IN = 5t34_04' 24;PL S77C- \ \ / / / / / ---- __--___-- ___________ ___________ \ \ \ � c) PULL BOX NIFUiIVERSIT OFVIRG,NIAFOUNDATION / /l l Il W�ODEDIAREA� I I I I ll /l I // / / /� - --_-_ __ ---------- ------------ 7Nr/1N=5-340�24PLA�7TC`� \c i � / 1 / / / __-------- - I wM \ DB4957PG692 l I PROPERTY 9OUNDA'RY LINr I I I I I / / / II I / / / / / M - - - _ - _ _ - -_ _ _ - _ _ - - - _ _ - - _ - - _ _ — —V 94�T33 86,24 PLASTIC \ \ I W�,I 1 455.85 ACRIES I l / I I 419 DICKERSO ROAD l I O 3 lNV IN - 546.51'�4„II iti FIBER OP ENV UT = 540.28 24 PL/ASTIC \ I IN = 53451 .30' 8"PVC \ 1 \ l I \ \ \ \ SCALE 1 20 I I I ` I I lNV OUT = 534.15 8 PVC \\ \ II I I 20' 40, I tvKOTARSIM y.rd Lic, No. 04()2048507 112120 0 OM E N 0 N N c > >_ W E W > Q LL " 0 LL 0 W O ra cl� W -I-- M Q J v 00 a. J — Lrj Lu N a O N W N � x O cy 0Q �j c = U ko > Lf) a c Ln rn ul a) M a � 00 J tD H vi Z) O Q9 Z) O 0 W W 2 U Q z O U) O z O H U V) W 0 z O W W Q 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' W 0 V ) 2 0- WI Q ui > rrnn V 0 Q U�z 0 Q V / W J ry Q Q w u 1 m Q z N � JOB NO. 44493 SHEET NO. C5.0 O c y U N 0 0 co m N 0 a C a 0 m s 0 c cu cu cu a `o 0 3 c / , r STEPPE 01 902 RETAINING WALL WITH _ ` _ _ _ _ �, , ` / / / ' \� I \ \ \ \ -L - _ \ ANDRAIL (BLACK POWDER - - - - -575- - \ - -�- - - - - - Lic,No. 04020 850 TW �63.52' 1 I l // / rt \ �� S> - _ _ _-- \ / BW 557.85' / / / TW 5E5.06' ' \ \ \ \ \ ��� C A T FINISH) _ _ - - - - - , _ \ - - ' - - - 112120 TW 5�8.48' J B 564.40' RIM \ \ - MA IMUM HEIGHT: 14' _ - - _ / 2.04 � \ \ \ _ _ 150' BUFFER AND BUILDING SETBACK � 70�TAL INING WALLS / / 564. / 560.60' Z,-TW 562.09' \'�_ \SRC S68\9� \ R+ni Gin �� R N ssa d579 47�' - - - - - - - - - - - _ _ \ I - - - - - - _ «.. _ - - - - �TW 571.80' gnu \�- �59.91, \ 8.45' 70.9$' TC M E \ �� __ _----_ _ON U TC Tc \ _ - -569 _ 7.80'- c TW561.13' / _� - - __ 9.18' -_ -__- -_ --5 5 _ - - _- _ -- j _-- < O / / / - - - 57. SS T _ TC __--- - 0- 11N562.46' �� �\ _____ _-__ > BW 555.53� / - I - - - \ 8` _ 559.35'� ` - 568 - - - - - _ _ 559.41' - - _ - - - - _ - - - - - - - - Tom" W 5'.10\ I _ _ _ - - - s= LLJ TW565.20' , / __ TC / / �� I\ \ \�� --__ - - - -------- - --- -- ----------- -- -- -- -- 557.42' - T .57' S>� �- ------ _ BV�/561.79' / / -555,;30 _-- - 55fi.61__ -- /!/ \ -__566----------L__ -- ------------------ --- --_ - _ -BW56 - w > / \ -565- ~ 1 -564-- -__� -_- -------- EDRETEININ_GWALLS aLL 2 -563- - - - - - - - - - - - - - - - - - - - - _ - - - - - - _�� - _ -MAXIM HEIGHT IN STEEP I \ �w U. 0 _ _ _ TC-_ 01 -562-- _ - - --- ---- P 56------------ _ _ TC 55 82' \ \ \ \ \ / ' / \ _ _` - - _ _ _ - - ��55 -569 - - - - ------- - - - - ------- - - - - - ce - - - - - - - - - - - - h- - - - _ _ S\- O\E - - - - w J555.35' \ \ \ -_ _TC - ----- - - - - -------------- -- ------ -- ----- _ 6`S -- ----------------- Jr-, O _Lc 10 ,//TC6\( , 7.63' .9 ' --- _ - - -9 - - - 5 7 96' - - - 5577 _ _ _ _- _- - - - C - 556.9 _ - - - -_ _ - \ \ \ / 5 / �/ \ ___ 558----- ---- ------ -� .62'_ _ - - - z_I- �d 553 554. \\ ) , TC __-------557 -- -- -- ----' -- _ _ _ -------- -- -- -- --- -- �O �� h��--_T _ B�1/TW 55M6;� �----------�- -__ � 3:0 x � 202 T \ \ _ , �57 16'T - - -556 - - TE - - - - - - - - - - - 556- _ _=-55_72' - \� \ \ \ \ - 0 / TC - - / TC 553.49' 5 .28' - - - - - 57.43' - - 555 - - - - - _ - - - - - - - - - _ - - - - - - - - _ \ \ \ \ 565- - - - - - , _ \ \ _ Z TC _ TS 557.17' \ \ \\ - - I = U > O 52.83' 552.79' - - - - \ 554 \ i 8 5 n -, \� \ 565 rn EX TC ; EX T 554.67' 554.9 W / _ _ BS 554.67' p Z 554.50' EX T EX TC \ �� \ N.\ \ \ � r" w 554.3 553.52' \ \ p I BS 5 .4.3T ' I \\ \ \ \ \ \ \ I o w / I I / 553 \\ \ \\ \\ \ \ � H 1�155' d I l / ! l 553.50 EX TC RETAINING WALL 5"gEelwous 5"DECIDUOUS / \ \ \ \ \ \ V 1 I \ \ / / I I I EX TC LL 552 0o I / V MAXIMUM HEIGHT: 2.5' \ ' / 553 16' \ \ \ \ \ \5 3' SD CURB INLET 552 94' O I S I y6 TOP=552.38 I"'\ \ \\ \ �ti � �O z el ASPHALT INV OUT = 543.98' I 1 m \ \ _ ASPHALT 1 ASPHA; p J I\ 18 PLASTIC I 5"DECIDUOUS RELOCATED 1 \ \ \ \ OQ/,IMP. 5DECIDUOUS QFIRE-HYDRANT WOODZD ARFO 20'DRAINAGE w SI I l/I® O LLA EASEMENT Z > w Lu c ONC�B 2+985 PG 714 Q \ \ \ = Q PAD. 550 EP 1,100; / I �I II II I I IIII I \\W \ a o CN I I / / / I o / / CONC. SWK. , ' \ FLUSH URB° ° a C G a a ,' I I I I I I \ \ , - ` DATE SD CURB INLET \ _ _ _ _ _- - SIGN II III IIII I\ \\ I _ \ ' 1/21/2020T54O5?LANDSCAPE AP RQXIl�A INVIN=546.49'15"PLASTIC ADJ STEa20' WIDE DRAWN BY S w��� INV OUT= 546.3715PLASTIC P5 g0g5,p 7� WA R LINE\EASEMENT 50' A. FONTAINE 5 DESIGNED BY I I \ \ \ IIiIjIil -� WAL.� I 1 111 • I / / A. FONTAINE \ MOD \ I I I I I I I\ w > „'. \ TOP\- 548.40, 1 I I I I I I , WALK / _- / / / I I I I I I I \ I " 1]= I • INVI = 543.69' 15"�LASTAC 11� 11 II 1 I, I I, II II 1 , / / /' // // / / I I - I II II 11 I I I I \ j ���6o I • CHECKED BY I V O T 543.E 24 PLASTIC 11 1 1 1 / / / I, I I, I I I I p __ \ • C. KOTARSKI 1 \ \ ! I I I \ \ \ ! o MHD S49 / I 1 1 I I 1 \ \ \ PID 03200-00-00-019E0 I,,, I • SCALE TOP = 547.78' ASTIC UNIVERSITY OF VIRGINIA FOUNDATION /l / 1 I \ \ ~ \ lNV OUT 4544018 15LPLASTIC I I 11 11 II 11 - - , _ _ _ _ f1' � I � I I I \ � � � 1 =30 \ 1 \ \ \ \ DB 3838 PG 028 PROPOSED BUILDI G / � ' \ 1 1 \ \ \ 710 ACRES I ADDITION 1725 DISCOVERYDRIVE I 10,745 SF ! / APPROXIMATE LOCA , - \ 1 1 I 1 1 I \ ' ` • �, I \ I 5\ CURS l�ILET _ I I I I 2 LEVEL BRICK FACILITY I ° _5 I I I T P= 547.76' -_-' I \ \ \ 1 I 1 I I 1 I I GAS I I // � OF STORM O ERFLpW �$ 1 I I I I \ Y REGU ATOR \ I \ I 1 1 I I 1 \\ / �' / ' NOZZLE I 1 II 11 1 1 /N N = 541.00' 18"PLASTIC ' 6" QEGiDUOUS 1 1 I I I I I I\ \ \ C�T\ 540.90' 18" PLASTIC- _ - _ - - _ (\ I I I I I / \ \ \ 1 I I\ II II I I \\ \ CONC. EXISTING BUILDING / a I WALL LOADING DOCK - 1 555 - Lu APPROXIMATE LOCATION OF EXISTING \ UNDERGROUND ROOF DRAIN PIPES I DITCH I 11 III 111 111 111 I RANSFORMER APPROXIMATE APPROX/MATE /l 1 I\ I I I I I I II I II I \ I® LOCATIONOFEXISTING / APPROXIMATE LOCATION LOCATION OF 1 IIII I I I �\ EXISTING FDC SAN/TARYPIPE , OF 1 6OF DRAIN \ \ \ \ _ _ w \ I I \\\ \ \ 1 _ _ - - \ CD 239.3 SHRUBS I I I I I 1 I 11 I �I wM - ' DECIDUOUS Fl ER OPT/C DECIDUOUS _ _ - - - - - ' / / J / I rl UFO F -------- - - - - U_O � FOB UFO -_ uj C, )NC. I _ \ \ I I I I I \ DEC OUS a G - G G I -i +� - G I - _ $- _ _ _ _ _ I ' \ \ \ \ \ \ \ \ > ���II�� SPILkWAY I I gVIH� I I I I GAS LINE SIG _ -G-/�� vv vv v V 1 T �54. �31 1 , WA TtrR / / , N�VVlN=543.15'2 I - - -----/---------- ---- 1 550 \ \ \ 1 0 Z 1 _1 LIASTI I I I / ,,� '\ �--- � F C�RB�`T % DT- I ° - _ ( � INV OUT 543.05' 2 " L14STIIG 1 I '_ - I 11 \ \ \ \ ` \ 1 V u Q �- w x\ , _ I V 1 I I I IV\ ry �� �--- --/ -- ----�/- - � �7EC1D000S 1 \\ `� _ \\ 11 W 0 DECIDUOUS i - ---- - --�- --- ------------- 1 \ ~ I Z COdNC'`. STAIRS / i / / -I �_ - I , \ \ \ 1 DECIDUOUS TYPICAL / I / APPROXIMATE LOCATION %7 ' / I / / r' o J I I I Ln Q Q WATER EASEMENT / / VARIABLE WIDTH/ / / 4" PVC I I I I APPROXIMATE 20' - ' I \ \ ` \ \ \ \ N V ASPHALT � DB 2085 PG 714 \� / ACCESS EASEMENT I 1'10.4' , ' � � ' WATERLINE I DB 2085 PCs 711 i / / SANITARY/ , I EASEMENT I / SEV)kER / SEE DB 206. �'G 712 20' DRAINAGE EASEMENT I / / / / I I / DB / \ r / / / ' �2 I I CONTRACTORiT I I C DECIDUOUS / / ' \ I I VdRIFY TIE -I , , PLASTIC a- \ -� , \� E IS Gy 24,, ALAS / I J \ SIGN C & G Co , / / SIGN I I / / c/Fo_ SD CU INLET I I \ I I I / I ` \ TOP 2.54' _ :-SAN _ - _ J � � � _L L I / I \lNV = 537.75' 18"PLASTIC I I I \ FOB \ - �_ UFO- __ -_ - - - - - - - -_ - - - - - ` - - - _- �4 -AaC - _-- _- _ - _ _ - - - - - S - I C> I / I l OUT = 53771'241 PLASTIC I 1 I I T 'T �- _�- �� _ _----- _ _�-- mil- I l ---- 77F0j_ ---- _- ---- _ UFO=_-_---MkiQ =_uFs=-____- _ _ _------_-_-------__TCTP_=54#.66- \ \\_ oo --- _ COMM. ICE - _ \ _ PID 0 00-00-0 -006R0 I I FtB€fTC� _--------- _---------�fiv 534-04'24"PLA�TIC'� \ / l I I I I l I / / - - - _ _ - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \ PULL BOX NIF U�IVERSIT OF VIRGfNIA FOUNDATION /l I WnODED/AREA� I I / l I / / / /r - __ __ ----------------------- TNr/1N=5�4-0�24'PLA�TTC�� \c I I l ~ l I I I I l I / 1 / / ---- _ _ _-' ---- - - -- - - T_- - i I wm \ DB4957PG1692 / _ _ _ - _ - �ALV O�J 533.86-24 PLASTIC /l /l PROPERTY BOUNDA'RYLIN I I I I ' I , r / I / / M -_ --- - ----------- - -- -- -- - -- __ _ _ _ _� \ I ���W� 1 455.85ACRIES l I I I I n \ 419 DICKERSON ROAD NPR 8 I I I I ZlyVIN 546.51'24„ - \ \ \ \ I s� I mmw� FIBER OP \ I I \ \\ I � `NV OUT 540.28 24 PL/ASTIC \ , I \ G) � T - 25 \ \ I SCALE 1 h'- ' I I l/VV IN = 534.30' 8"PVC INV OUT = 534.15' 8"PVC \ `s�� \ I I I JOB No. 0 i 20', 140' 1 1 44493 SHEET No. 1 \ I I I I I X TC 54.52' 0 c y 7 U C d 0 co m N 0 2- C Q 0 a s 0 c cu c C a `o 0 3 c 0� �O 2 O EZ �o 0 C >, H +° o a � c m (n a oZ) C zN O� �Q � x aw V 0 aw 2 .3 n Y U C o U U 2 E N co c m o �o ;= a �cu U cu -0 a� �U 0 C 2 co U 2 C N cu C V O C U Q0 E co o rn O Cn O 102: DI-3B 8 ft Throat m o STA 10+00.00 = N TOP 556.12 0 . . INV OUT 548.50 (101) m ��^^ N VJ Cn Cn O DD m I? 100: EXISTING INLET STA 10+63.37 TOP 552.38 INV IN 546.92 (101) O N + 0 I O O O M 0) + o cn 0 0 01 o rn cn T o + 204: DI-1 o O STA 10+01.59 TOP 560.60 m INV OUT 554.00 (203) <= N m 0 . N VJ Cn Cn D D 00 O r m !?� 202: DI-3B 8 ft Throat STA 10+89.13 Cn � +o TOP 555.35 N o INV IN 549.62 (203) INV OUT 548.00 (201) I N 200: EXISTING INLET O STA 11 +52.05 O TOP 552.41 INV IN 546.74 (201) Ul N O + M O O �00 �nm Mm m� �m 0— zz D r rm r � Cn Cn j= �D C � 0 O C Z7 � m 0 CA m THIS DRAWING PREPARED AT THE C 0 •• CHARLOTTESVILLE OFFICE T1• • YOUR VISION ACHIEVED THROUGH OURS. O t� 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �,• _ �� TEL 434.295.5624 FAX 434.295.8317 www.timmons.comMMONS GROUP � DATE REVISION DESCRIPTION UVAF 1725 DISCOVERY DRIVE �_ _ � o � ti 6� 2 rn r Ca � m .p p7 ~- D O Z z Z * \ D o z o ALBEMARLE COUNTY, VA 11 11 rn A o n o n z o w STORMWATER PROFILES � rn rn o cn o cn o Cn 2 G7 554.8 r f 0�0o m� DO m� 552.E 7 Q �I o cn o cn o cn w � � c�i Can rn v, o cn o cn o 562.1 o n O o � o ��co 558.2 i Om i DO m r 552.5 �N C�U'� Om DX oon0o 0 m� o m m I 552.4 � � � cn Cn w Cn O C71 O CSl O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. i 0 i — -- -- -- -- �— -- -- -- -- -- -- --— C/)Z - D r m — - - - - o o \ - -- NO PARKING FIR LANE �/ - -- - -- 0 — — — — v� I �11IIIIIIIII IIII —oin� n \ \ 7X I _ / i I� fe L I 171 m I001 c� o - I � Z Z I � i I — I V �I m m m m OD / II / y 0 d5 m / X I � C I ' o \ III (1 �d iv i z �021-4— IIII �I C, 11�11� ����ti���rnv�� 0 I 1 1I I I I 549 I I III I IIII I I I II' I I P ,111111� I I III PII I I I I I I I MdTj qI 7 III I ,I,I�IIII I I �I II � I I\°o I j1 1 1 11 I — I of J I I I — y53_ o ° I I NY00� I I I vpm �. I 1 I C � ss� —Cn-I O C oI I �I i _ z _ _ I _ M f yYl I\ I \ 55p, l ` V I — \ _ —549 �`- — _ cn cJ _ —- o81 — ° 1 I I o z m m m n D z 0 D m D N 0 Cn n / / Cn N O_ n I o I/ \ z r \ / /I oD-------- D 00 A +' rn M �m ;) o rz- ----� I a 00 0 2 �a �o m C �U) C n r- rm zo N o m mN m o _ U NI o mo Em m z -91 TIMMONS GROUP 00 00 •• THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 0 3 DATE REVISION DESCRIPTION = a UVAF DISCOVERY DRIVE n M n � D � m w II D Z (� Z (� \ D O z z ALBEMARLE COUNTY, VA o> � rn = m Z z ry rn w 03 NJ LANDSCAPE PLAN — PHASE 1 oo A W A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. PHASE 2 EXISTING TREE CANOPY AREA TREE CANOPY AREA 140,517 SF PLANT SCHEDULE TREES BOTANICAL NAME MIN. INSTALLED SIZE ROOT PLA OCC PLATANUS OCCIDENTALIS 2.5" CAL. B&B ' N \ \ \ \ -575 -57 SINGE TREE CANOPY AREA 9,676SF PHASE 2 CONCEPT PLANT SCHEDULE \574- -5�3 _ PARKING LOT PLANTING AREA 2,181 SF / I I LFFMTFF 569 _ 566- _ - 565 —------__ _ _ -- �58---------------- - - -__ 566----- - - - - - 8/5S \`_ \\\\\ \ ---- 563-----64 - - - —--------------------- - - - -- -- __ ISO, SCALE1"=100' — — _ _ _ — -563- -------------- ---- ----------------- --_ / \ / J �'\ - - 561- --562- - --------- \ - ' \ \ 5 -=------ - -- _ _ -------��------------- -- - - - - - - - - - _ - - - - - 60 — — — - - - - - - - - - - - - - - - - - - - - - 0 100' 200' ' %\'- --- \-\ \ S --\ _ ---559 - 5 ------ -- -- ----- - --- - \ I F IF 911 porloil 1 ` \ I \ 11 \ \ -553 / // / �� A �� SOD ALL AREAS BETWEEN / � / A / PARKING LOT AREAS A v v / d EXISTING TREE CANOPY — — / ss � i EXISTING TREE LOCATION /J d WOODED AREA 0/ 550 55 -551 - - - o �- -Z----------- 553 / - 549� v / _-v - -- -- - / yrti / \ \ I I / ADJUSTED L I I I I I WATER LIN v I 1 I I I I vI v v PROPOSED BUILD!G / I 1 \ ADDITION \ \ \ \ \\ \ 10,745 SF I I \ � IA v v III I I III I � 548' I I I I v 1 lbp� I I I I EXISTING BUILDING / v 1 I I I I I I I 547 I I � \I � I II IIIIII h \ I I I I I I II I II I I II 1 I 1 II II III I v \ I / / �fk� -546 I / c) UFO \- -� UFO -\ - FO 7 / UFO-_ _ _ - UFO- 0 kj I—---- -- — — --� — l I I I / — — —1 / — T I il-7j A / ----- ----- ----- --- �- \, C v ---- v I SCALE 1 "=20' / '7 , - - - - -- -- -- - -- - - \- -- -_I= -_zv -- ,'— S I i 0 20' 40' sa \ _ �Fo _ — - -- -- _ - _ -_ ------ _ — — __ --__ - -- \\ \ \ \ \ - _UFO - -_- _ - --- - - - - _ _ - - - - -- \ / _- _' -- �t1F0 _ _ --- -- - -_-=UF9 _ _--UFO = __-----_ _ _ O ! pNLTH OF 'RANK W. HpC 14 I z Wo. 1 /21 /20 pE ARCS 64 OM E N 0 N N > E w °� E W Q LL " 0 U. o w 0 ro.1 ly W M Q � U co a. J — Lrj Lu N d � O N W N Z H .N � �x O oQ = U > a c Ln rn ul a M d � 00 J t0 H z O H U w 0 z O w w Q 0 DATE 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' ui 1..1� w 0 VJ Q > 2 w 1 z Ov J / 0W� U5-0- Vl m Q Q 0 �U^^ vJ 0 H Z Q J JOB NO. 44493 SHEET NO. L1.1 0 c n y 2 U N d 0 co m 0 0 2- C Q cu r= 0 a m 0 0 c m s c m co CL 0 c County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County hnspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE PLAN VIEW: HEIGHT VARIES WITH PLANTS 12" MIN. (DATE) (DATE) 5/1/06 Page 1 of 1 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE O� PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI _ I 3 X ROOTBALL _ 'I DIAMETER f MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK �d11►1'*.20La1:/1:Z.1 IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP% OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT =W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PHASE 2 - PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B PHASE 1 LANDSCAPE REQUIREMENTS TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 0 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271/A0 = 30,927 SF 30,927 SF 164,574 SF(EXISTING) _ CANOPY 164,574 SF PHASE 2 LANDSCAPE REQUIREMENTS PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO 23,154 SF 23,154 x .05 = 1,158 SF 1,158 SF 2,181 SF LANDSCAPED 1 LRG. OR MED. SHADE 62/10 = 6.2 SHADE TREE PER 10 PARKING 62 SPACES 3 SHADE TREES 6 SHADE TREES TREES SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 2,000 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271/.10 = 30,927 SF 30,927 SF 150,193 SF(EXISTING) _ CANOPY 152,193 SF GENERAL NOTES - PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION m E O O M U N Ui [V C > E w Q E [--- LU U v Q M U. 0 C) U_ = r� w O ro 0-' Uj L M a_j Uo0 Uj — Ln a > o N (3 W fV z�- O x o a Q. w _ N = U > Ln C U) C 0')O N U) d � 00 J O w IL O Z 0 O H U w 0 z O_ w CL w Q 0 DATE 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A Uj > U) H/ J 0 Q w Q 06 W~ 5 LLB > O O w J �— O 7 U�w U ��// �� w m a 0 aU a V) U_ z Q a > Z) 0 U s O O In i6 0 0 co Q co 0 3n 0 _ Q 0 2 0 3 _ GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE JOB NO. 44493 SHEET NO. L2.0