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Home My WebLink AboutSDP202000009 Plan - Revision Final Site Plan and Comps. 2020-03-27UVA FOUNDATION - DISCOVERY DRIVE DEVELOPMENT TAX MAP PARCEL AND OWNER INFO: PARCELS 03200-00-00-019EO & 03200-00-00-006RO 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 & 3/2020 DATUM: VERTICAL: NAVD88 SETBACKS: *PER UVARP DESIGN CODE FRONT (BUILDING): FRONT (PARKING): SIDE AND REAR: BUFFER AREA: DEWBERRY ENGINEERS JULY 2019 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANSCAPED) 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW 10 FT FROM PUBLIC STREET ROW ADJ. TO COMMERCIAL/INDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE (PER PROFFER 7.2 & EXHIBIT K OF ZMA200500003) 150' ALONG REAR BOUNDARY 50' ALONG SIDE BOUNDARIES FINAL SITE PLAN SDP202000009 (REFERENCE INITIAL SITE PLAN SDP201900059) 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: 12,360 SF METAL BUILDING FOR RESEARCH (2,970 SF 2 STORY OFFICE; 9,390 SF INDUSTRIAL) EXISTING PARKING: 32-19E: 176 SPACES 32-6R: 0 SPACES REQUIRED PARKING PER ORDINANCE: 32-19E: [REQUIRED FOR EXIST. BUILDING PER APPROVED SDP 2001000471 = 75 SPACES [ADDITION, OFFICE] (3 FLOORS X 7,163 SF X 0.8) X (1 SPACE / 200 SF) = 86 SPACES [ADDITION, LABORATORY SPACE] = NO ADDITIONAL PARKING REQUIRED TOTAL: 161 SPACES 32-6R: (2 FLOORS X 2,970 SF X 0.8) X (1 SPACE / 200 SF) = 24 SPACES 40 EMPLOYEES X (1 SPACE / EMPLOYEE) = 40 SPACES 2 CUSTOMER PARKING SPACES = 2 SPACES TOTAL: 66 SPACES PROPOSED PARKING: 32-19E: 175 SPACES I SPACE REMOVED FOR PROPOSED HYDRANT ISLAND 32-6R: 72 SPACES ADA PARKING REQUIRED: 32-19E: 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC) 32-6R: 3 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 32-19E: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) 32-6R: 3 SPACES (1 VAN ACCESSIBLE SPACE) MAXIMUM BUILDING HEIGHT: 3 STORIES (OFFICE, PER UVARP DESIGN CODE) TOTAL PROPOSED DISTURBED AREA: 3.01 ACRES IMPERVIOUS AREA EXISTING: 0.19 ACRES POST PHASE 1: 0.47 ACRES POST PHASE 2: 1.62 ACRES TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING & INDUSTRIAL SPACE ITE CODE: 710 AMOUNT: 44,595 UNITS: SF (GFA) WFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 434 IN 58 OUT 8 TOTAL 66 IN 11 OUT 52 TOTAL 63 UTILITY DEMANDS WATER FLOW FOR PARCEL 32-19E (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 WATER FLOW FOR PARCEL 32-6R (AVERAGE DAILY DEMAND) 5,940 SF X 250GPD / 1000 SF = 1,485 GPD 60 EMPLOYEES X 35 GPD/EMPLOYEE = 2,100 GPD AVERAGE HOUR = (1,485+2,100) / 24 = 149.4 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 149.4 X 3 = 448.2 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 896.4 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 1,485 GPD + 2,100 GPD = 3,585 GPD 1/21/2020 aso MCMURDO ka 0 University of ac?� Virginia Research Park... S lew�s and parkOr SITE J JW Townsend Q LOCATION �Dr Landscapes Q Aker Wade Power Technologies O Center for Applied AIRPORT Biomechanics Fabrics Unlimit INDUSTRIAL PARK N 0 R T H S I D E INDUSTRIAL PARK Nwnhsia� Cr 0 Crutchfield Corporation VICINITY MAP 1"=1000' 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 C1.2 NOTES & DETAILS 3 C1.3 NOTES & DETAILS 4 C2.0 OVERALL PLAN C2.1 EXISTING CONDITIONS 1 C2.2 EXISTING CONDITIONS 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 Jai jglq@E 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 C7.0 STORMWATER PROFILES C7.1 UTILITY PROFILES L0.0 OVERALL LANDSCAPE PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 21 SHEETS RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS) APPROVED TOTAL BUILDING PROJECT NAME YEAR ACREAGE BUILDINGS (SF) CONSTRUCTED (SF) MICROAIRE (164 EDLICH DR) 1995 4.9 46,889 46,445 MOTION CONTROL (4040 LEWIS & CLARK DR) 1996 4.0 30,462 30,450 PRA (4105 LEWIS & CLARK DR) 1998 6.0 80,000 80,388 TOWN CENTER ONE 2000 4.7 69,900 70,974 BIOTAGE (1725 DISCOVERY DR) 2002 7.1 50,000 50,656 ETC (1670 DISCOVERY DR) 2002 2.6 42,388 41,778 TOWN CENTER TWO 2006 4.3 83,666 82,068 TOWN CENTER THREE 2008 4.7 89,814 85,392 TOWN CENTER FOUR 2016 6.8 108,568 ENCOMPASS 2019 8.9 71,848 DISCOVERY DRIVE DEVELOPMENT 2020 3.0 44,595 TOTAL 57 718,130 488,151 ACREAGE APPROVED GSF DEV. GSF CAPACITY 307.0 3,700,000 3,700,000 DEVELOPED/ SOLD 57.0 718,130 488,151 TOTAL REMAINING 250.0 2,981,870 3,211,849 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 q 7 j U CRAIG V-4 T. KO'; ARSI{I Lic, No. 0402048507 O 3/ 27/ 20 M E 0 0 U N Ui N � Q 0 > E w , E H 1u U U v � QL� oLL0^ w o ro ,� 0-' W L M a_j Uo0 w J - Lr; M o N U LU N O x � W v = U > Q Ln . c L^ 0')O N Ln Q M a� 00 J O w 1.0 [--- a Z O W 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z w 2 I..L O J \w LLB 0 LLB f1� I..L 0 > ui QC z W W 0 U) > U 0 J_j W U� w O '-' m ( 0 1 z 0 1--1 Q 0 z 0 H \Q Z) W JOB NO. 44493 SHEET NO. C0.0 0 a; U 0 In t: a) 0 0 2- 0 M o_ 8 0 3 =o o0� CU) z mO 2 :E 0 >,- U E_ d 0 o= zLO o� 2a �X �a) Q) o w Z l� �0 0_ = o .§ a0) 0� Y U� U U X� 0 .0 a)U :F2 2N coC 0 u7 U 0 `o 0 E o U 0 C 0 _o N U -0 2 CN C� o U C O Q� o� � _E GENERAL NOTES LEGEND ROADS CD 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 10 PARKING COUNT ACSA GENERAL WATER & SEWER CONDITIONS SEWER - S EXISTING SANITARY SEWER WATER EXISTING WATER LINE rDAnTNIr 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 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. 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) 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. CFAIG W.T. KO'.AI3 SIKI r Lic. No. 0402048507 0 3V 27120 m E 0 0 U N ui N � Q 0 >E w °) E uw > U v Q �! t � o 'L = L w O (o ,-i 0-' W L r) a_j Uo0 Lu J - Lfl a > oo N U W N O X C v � _ QQ1 N = U > a Ln. cLn Cy)O N u Lm d � 00 J CL O (3 O H U U) w z O w w a Z 0 W 0 Lu N Q N � M .7eINra 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z w I..L O \w Lu 0 Lu 1--I 0 Q () J � Q W z � Lu\ O Q O LU -1 06 U < U) (� w LLI m 0 Q O lz z O 1--1 Q 0 z D O H D JOB NO. 44493 SHEET NO. C1.0 DI-3rvo 3B, nnl InInIT , I� FOR DETAILS OF INLET FRAME & COVER C F II II L MBAR F I- BAR A I, II BARS D FACE OF CURB [--A BACK OF SIDEWALK TINT GUTTER CRACK CONTROL JOINT PLAN L-VARIABLE - MAX. 20' F' B 6„ EXPANSION KEYED JOINT CONST, JOINT BARS D `)' APPROACH `' (GUTTER BR G WARPED w 0 OD _ GUTTER BR SUBBASE BARS B - - - HARDWARE a o a2 - - CLOTH o Z+ BARS F I WEEP HOLE, = a= o w w o SEE NOTE 8 M� I ") x w STEPS.'SE NOTE 5 1 SECTION A -A -1 (- KEYED CONST. JOINT 2'-10" 2" WARPED 2„ GUTTER x APPROACH TARS A GUTTER O: N h�ti I ro ' 1 - - - - - - - - - - - - - - - - - BRS F BARS E � B N - 4k3" DIAMETER BARS E a BARS B I WEEP HOLE F T ELEVATION ,'-8" s" FRONT ELE ON 8' (GUTTER REMOVED) 11A., BARS F I 5X1/4" BENT PLATE II _ SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. _ 1/4 L21/2"x21/2"x1/4" 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 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ . APPR. PAVEMENT DI-3A L DI-3B L DI-3C L - WARPED PAVEMENT = = I FLOW FLOW I FLOW 0 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 2016 ROAD & BRIDGE STANDARDS CG-12 NOTE HYDRAULIC"TS OF CEMENTURB RAMPS SIDEWALK (DEPTHST OF THE IN INCHES, W AREA WSQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 3' 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 V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1'12". w �O ``�� 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS \ �i/��i^�j`i.>��//>� ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED�� \ g 12:1 MAX T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER ;aa aa,a AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12:1 MAX°a°�'a°gsS:a • t 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, FIRE 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 AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT `i� \�`'` ` 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 121 MAX�, - -w- THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS , 11 PERPENDICULAR TO THE CURB. '� -III=III-II�III-IIHI g' MIN * � I I -III -III -III -III -III -III -I I EI I L-I I GI III=11 B 11=III=I l rI I L=11 L=I � L=1 T 1= _ 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT .,111pu= III =11-I11=fIF-II--I ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK III-III=II�IL=IZL--LFILI MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' JIIJ = - as^°' TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT EDGL , 2" HIGHER THAN E OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X ,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 4'LANDING 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. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF �P CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 1.6"-2.4" C-C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y THE BACK OF CURB. - W -00 0 0 0 O O - 0 0--- 0 0 0 0 0 0 0 0 TT LANDING RAMP + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t o y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ry 0 00 00 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 50X-65Z OF BASE DIAMETER f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CB i 0VARIABLE FULL WIDTH OF RAMP FLOOR _ UR.9"-1.4" SEE NOTE 12. 'BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 09 N8AB A NNIBBE §T NBAR CG-12 -5 DOWELS, 8" LONG PERMISSIBLE AT 12" C-C --\ CONSTRUCTION 72-1 MAXa j 12:1 MAX ,0 N RAMP RAMP i H TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 MAX. 20:1 48 1 MAX. z'MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT N N 0 a. U SECTION B-B WITH BUFFER STRIP 6' MIN �X. \ _ 4' MIN 1 WITH BUFFER STRIP WITHOUT BUFFER STRIP Y a 3 N '-A 4' AREA n OUTSIDE OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK CURB SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK SEE SHEET 1 OF S. S• �� M N WITHIN THE MARKED CROSSWALK AREA. TYPICAL PLACEMENT CURB THE REQUIRED LENGTH OF A PARALLEL RAMP TRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SIDEWALK SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 0 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK LANDING 48:1 MAX. DIAGONAL PLACEMENT SLOPE LANDING 48.1 MAX. LANDING 48:1 MAX. SLOPE SLOPE CURB 5' MIN CURB MA% A �2CROSSWALK CROSSWALK Y M2x1 ° F � a G ORS CURB n t3il n GURB CONCRETE 0 WITH BUFFER STRIP WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: -FRAME &COVER THE TOP OF MASONRY IS TOBE LEFT SUFFICIENTLY LOW TO PERMIT T PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. !m2m.-A 11AIl�DCTC HALF PLAN VIEW MH-1 B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES 11AIl�DCTC HALF PLAN VIEW MH-1 B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD NLI THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGESTANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 DI-3A, 36, 3C GYPGNCInN .101KIT , I II L BRS `D BAR F I, ,� EXPANSION KEYED s FOR DETAILS OF INLET JOINT CONST. BARS D FRAME_& COVER_ _ -BACK OF SIDEWALK Y JOINTS C 6--}6{-6-1 a BR C SUBBASE F BARS 8 a a2 =- HARDWARE I I I I p o - CLOTH + BRS F- I WEEP HOLE. = w SEE NOTE 8 x w .STEPS.'SE BAR A NOT 5 FACE OF CURB 8E GUTTER CRACK CONTROL JOINT P;6 2 8 4'-0" PLAN SECTION A -A IN. 10MAX. KEYED CONST. JOINT 'TABLE -MAX. 20' 2'-10" 2" WARPED F- x GUTTER 2 APPROACH BARS A m GUTTER B S G I I BARS F BRS E B N *3" DIAMETER BARS E BARS B WEEP HOLE FRONT ELEVATION BARS F 8" 1'-8" 8" (GUTTER REMOVED) 5X1/4" BENT PLATE I _ SECTION B-B ?; N 1/4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v L2%2"X2'/2"X1/4" 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 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ . RPR. PAVEMENT DI-3A L L DI-36 L DI-3C L WARPED PAVEMENT _ = I FLOW FLOW I 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 STANDARD SHEET 1 OF 2 REVISION DATE 12- 3011 PIPE MAXIMUM DEPTH (H) ' 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-1 I/2 SECTION CAST IRON 1 I/2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-31 L 2%2" x 2%2' x I/4" CAST WITH 1, DEPTH OF INLET (H) TO BE SHOWN ON m 10' 4" LONG CBOLLAR -I-B PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A A - - A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF iv F CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE iN APPROXIMATE ONLY FOR ESTIMATING OPTIONAL N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS 43.6 LEIS CONNECTORS BRACE RIBS I SHALL BE DETERMINED BY THE - - 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING 3 ON THE THE iCO NEUDING CTORS OEBE SHAPEDPLANS INVERWHEN T IS TIFID N ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS 91/ 2,_7„ 9Y2" INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4,_y, 1/2" x 11/2' 4"J x I /zu x 4n URE. PLAN LUGS 12" 1 9Y2' I 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 WITH H CEMENT STRUCTURESHALL TO PREVENT BE ED N �\ING \\� SECTION B-B COLLAR DETAIL IN R SED LTT STANDING OR PONDING OF WATER IN THE STRUCTURE. ANDINCIDENTAL ALL MATERIALS TO INLETSHAPING TO BE INCLUDED PRICFOR STRUCTURE. 2%2' DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE 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 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE I_ 2'-7" CLOTH I Il PLACED IN ALL AREAS ADJACENT _I 4" DEPTH AGGR. #68,#78 OR TO ABUTTING CONCRETE TO PREVENT w w w w _ #8 x 6" WIDTH 0 N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. , Dp'D a(L a 0- p. D. ^_ SEE STANDARD T-DI-3, 4 FOR FL o a s D n = = = D COLLAR DIAMETER ALTERNATE DESIGN. co . N WEEP HOLE SEE 8. 3" DIAMETER WEEP HOLE WITH 12"X12" x Z Z Z Z PLASTIC HARDWARE CLOTH I/4' MESH 12" , 112-15-18""-16" N T � nA OR 24" 0 N GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH ANCHORED DEROUTSDE OFF THE TO THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE D D CONCRETE IS°00 TTO BEI)4000 PSI• SECTION A -A '�� 11/2" 1_l L ,LI1 EIS 2" I I SEE DETAIL B 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH +I�TtI MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE 1.440 CU. YD. CONCRETE I APPROXIMATE WEIGHT 15" CONCRETE PIPE 1,528 CU, YD, CONCRETE 11/�' IjF ��' CAST IRON GRATE 363 ± 18 LBS 11. TO WATERWAY DUMP NO WASTE REQUIRED ALL LETTERING IS REQUIRED 18" CONCRETE PIPE 1.620 CU. YD. CONCRETE ET 24" CONCRETE PIPE 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D M VARYEBYLMANUFACTURER LETTERING MAY AADDDITONAL COOT°OF DEPTH. GRATE DETAIL lVDOT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE. MAXIMUM DEPTH (H) - 101 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 P MAX. 6'-D" MAX. 6'-0" GRIPPING RAIL SEE ROAD FOR RETAINING LANS HR-1 41/2" O.C. /;/4" NPS PIPE PICKET WALL DETAILS. �41/11" O.C. 5/8" SOLID PICKET MAX. 6'-0"MAX. 6'-0" I/2" DIA. SOLID STEEL SMOOTH I I I = 1" SNANDAARDD ROD ITYPPIPE OR I I GUNDING ELECTRODE ANCHOR RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1'7 3" MAX. BOLTS 4" O.C.�''{ (TYP.) 30 FEET. l'-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE - 12" RETAINING WALL RAILS , 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT �5 PICKETS ; /4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 3" MAX. OR S/" MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) - SEE ROADWAY PLANS n 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 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING 12" ELECTRODE HR-1 TYPE I HANDRAIL 21/4" min. MIN. (FOR USE ALONG STEPS) NOTES SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL SMOOTH ROUND ROD ASPECTS 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, IN. 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 THAN 5 RTHETCOSiOFG EARTH FOUNDATION DETAIL THE CURRENT ATAODS. RAIL°WILLRBETNCIDENTAL TO TOOCACDHEVEEA UNIFORM COATING ONWITH AL SUR ADCES VENTINGGE (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" MAX. 6'-0" �� ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 41/2" O.C. %4" NPS PIPE PICKET 4, SEE ROAD PLANS FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/e" O.C. 5/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. --1 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE I I I WITH ST'D. FE-6. I 9 COMMERCIALLY AVAILABLE RAILING SYSTEMS I I I DESIIGNIING AND FABRICATING NGHE OFAILING. DOCUMENTATION FROM 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. l'-3" 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 : /4" MNPS (1.05" O.D.) SCHEDULE 40 PIPE IN. 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 5. MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE RE IVEHICULARTSUBJECT BE ANY VEHICULAR PRO EO PROTECTION STANDARD GUARDRAIL FORSHOULD (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. `VD❑T REFER,NCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 PIN �j, pq l r5 5 Q CRAIG VvT J. KO'F'AR SI{i > Lic, No. 04020485()7 3/ 27120 OM E N 0 N rn E W 6 E W > Q LL LL O Lu L I� W 0 (O .1 cl� W t (Y1 a _j U 00 CL jLu - Lfj H a > O N U1 W N z H 4N � 3 � X (% ) LL 0 Q =3 U) c N =U Q >Lnn . c � N >U M ul 00 Lu -.11tDH a O w DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z 5W CL 0 J W W 0 `u H� N 0 Q V / > ,J z 1 u 7) Lu `0 0 ry W U Q U) (u� w LLI pa0 z z 0u 1� 0 z 0 LL \�J JOB NO. 44493 SHEET NO. C1.1 0 EL �0 O U C (n z 0 O � c - > CU O a c C W (0 to 0 a 0 c Z w 0 � Q � X H N O 5 0 U O a w o '3 Q 0 � > Y rn CU X 0 N U 2 d w m c O Vl U = O N a 7 O U N 0 d � (0 U O � o (0 U 2 CU c N N 0 C lD U 0 a.. (D SIGN AND POST DETAIL No Scale RESERVED I I RESERVED PARKING Pm1y :AWAY TY $M - a500 RE $0 RE TOW AWAY ZOIE TOZONE VAN 6' ABOVE ACC MRJ=- 6' ABOVE FINISHED I I FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) i LOCATION (TYP.) 0 0 0 EOP PAINTED PER 2% MAX. 18, 4„ VDOT SPEC. 8' 5' 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale 1E FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR � CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" STOP (TYP.) im 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2 � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale FINISHED GRADE 12" MIN (TYP.) EXP. JOINT °4 1/8' WASH a i I 1.5"DIA GALV RAIL (TYP.)-- WASH 1/2" R ~- (MAX.) a 12" (TYP.) 4" TOP OF CURB R=2" ° SURFACE BASE VDOT A-3 CONCRETE 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" x 7, ° a ° 4 a ° a a° a 4" MIN. �C6;" 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 12" MIN (TYP.) LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2'-10" EXP. (TYP.) 2'-10" JOINT FINISHED GRADE 5 \CONCRETE #3 REBAR (12" O.C.) # 57 STONE 8" . T 11 1'-0° 9 (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: 1. FINE BROOM FINISH ALL STAIRS. 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 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. rA G T H 2' FROM EP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 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% ° 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. CRAIGV.T 1 KO'TARSIKI r Lic. No. 0402048501, 0 3V 21120 �t"4�O;a7AL . rnE O O M U N ui N � > E w °� E �WL� U v Q �! t � o �— L L W O CI' W - M a� Uo0 W J — Ln a > o N (.'J W N z� S-,J_ O x v � Cn _ N = U >110 Q c Ln O rn N Q a� 00 J CD ui DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z W ^: I..L O J \W W 0 \W 1--I L.L � 0 Q U) > J ~ I— W z 0 0 O 06 U Q U) U) m W I— 4 J I— p Q O z JOB NO. 44493 SHEET NO. C1.2 6 f U O 0 0 2- Q `o 0 6 m m Q 8 0 3 CURB TRANSITION DETAIL No Scale MILL AND OVERLAY PAVEMENT SECTION No Scale PRECAST CONCRETE WHEEL STOP No Scale Nbem deCoudy Hydrant Flow Date of Report Sel'tvlce IlAuth♦rity 8/15/2019 Serving'ng Test Report we Spotnap Road Ctrs Wtesvltle. 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 EI Q20 Looped O Q20 Multiple Inline Hydrants W Q20 Single Flow W Sprinkler Test Single Flow Flow Hydrant #1 11894 Pitot Pressure #1 (psi) 50 Yellow 1❑ 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 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 pitot flow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AWWA. For yellow 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: Aa- Flow Hydrant 1189 (b 1, ry j, f 1191 O 1725 h 6 560 664\ n Static Residual Hydrant egend 1672 CSA Hydrant nService, Ownership Not In Service, ACSA Owned Not In Service, Private Ownership In Service, Private Ownership S64 -- -- 1176 In Service, ACSA Owned ACSA Fire Line WSA Water Main tility Type Potable Water Rb Raw Water $p 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 1V planning and general location purposes. The utilities shown on this map are believed to be accurate, Nbou(mt 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 Servi ee Auth �r't�/ 1 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. g Contact ACSA directly for specific utility locations. Aerial Imagery © Commonwealth of Virginia 0 60 120 180 240 Ssv ng♦ Ccrecrvirg Planimetric Data Property of County of Albemarle Feet ACSA Staff MM/DD/20YY FIRE FLOW TEST REPORT No Scale - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS j AS SHOWN. D r v�° I \�W-i 6" 4 BARS 0 12" ON CENTER FOR 12f1 BENDS & LARGER - �- B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. PIPE SIZE A B C D E F 4" - 6' 1'-9' 2'-3" 2'-e V-2 2'-0' 1 1/4" rBEND 8" 2'-3 Y-0 2'-6" V-6 2'-6" 1 1/4" 11 1/4- 10" 2'-9 3'-9 2'-6- 2'-0 3'-o" 2" 12' N-0 4'-3' 3'-0" 2'-3" 3'-6" 2' 18' V-6" 5'-6. S-3' 3'-0' 4-6' 4" 4" - 6' 2'-6" 3'-0" 2'-6' 1'-6' 2'-8" 1 1/4" 8' 3'-0 q'-3' 2'-6' 2'-6" 3'-3" 2" 22 1/2' 10" 3'-3" 5'-0 3'-0 2'-9" S-9" 2" 12' 3'-9" 6'-3 3'-0" 3'-6" 4'-3" 2" 18" 5'-0 7'-6 3'-3' 4'-0" 5'-8" 2 1/2" 4' - 6' 3'-0" W-W _6 S-0" 3'-3" 3'-3" 2 1/4" e 3'-6" 6' 3'-0' 3' 11' 3'-9" 2 1/4" 45' 10" 4'-6" 7'-6 S-0' 4'-3" V-0" 2 1/4" 12' 5'-3 9'-0' 3'-3' 5'-0 5'-9" 2 1/2" 18" 6'-6 11-0 3'-9" 6'-0 7'-3' 2 1/2" CHART FOR UPPER VERTICAL BLOCKING WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" ST H UT 1/4" THICK PPLATE WASHER 3" THREADI N 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS 0 12" PIPE BEL ON CENTER FOR 12" BENDS & CONCRETE CLASS "B" 12 LARGER I C SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 FOR ALL BENDS WIDEN TRENC ACCOMMODAI ANCHOR IF REQUIRED. VG AS I IRED SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2 OD 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 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 E E Of E n" rn V)o 0 1019 W y m LN wrn �E '¢ s 1j oB -A gY o Ew E U EW -11. .; o W %o N� 9 Q 0Eorn oe oEti O o a in u0 N Y F- Q N;�,EO N''-'N ig' W !� S > 10 W W !n JJW p > o _ w d _ z o E E `� � EE In � E NFU u nr M� u E MF N E u E e ZO \E -om O Z EST of o^ O i�E d.E of i2E of W E N rn 4 Mu W N N N Q t j I cc LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE ,.r VALVE r� 8" X 6" TEE 2500 P.S.I. CONCRETE V, BASE AND THRUST `. ';• : 1je ri'{e BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 TD-3 TD-8 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 112, 3'1' 5'0' 3'8' P' 3"' 5'0' 3'8' 3' 5' MIN. 10' MIN. 4' 5' MIN, 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES r----- ----------1 I I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ 1NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS BATCH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 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 UNSTABL SOIL INITIAL BACKFILL 4'IMI 8" 8" MIN MIN. #68 STONE LAR FILL AS 20VED BY ACSA .._�: •_:-<,'�s�4 STABLE SOIL OR ROCK 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. 3.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 8c BEDDING NTS FIG. W-2 TD- 2 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED \ BY HAND OR APPROVED MECHANICAL TAMPER J\ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2'-0" RUBBER COATED STEEL STEPS 1'-0" MAX o CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5 ° MINIMUM ELEVATION DIFFERENCE 12"MIN F=1MN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH 2 ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE 1.' PROVIDED. 12" 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C TD-28 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, SET DOGHOUSE BASE a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL �'° ;' •' MIN. 12" CLEARANCE BE PREFORMED BY P BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE :. OUTSIDE DIAMATER •" n ..•., PLUS 6". , 12" THICK VDOT No. 68 STONE BEDDING B"x8"06" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII DOGHOUSE MANHOLE BASE ..... MANHOLE ABOVE BASE SHALL ..................1114I 11t111111111111111111IIII II II IIIIIIIIII FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE FLOW A MIN. WRAP EXISTING PIPE WITH 1•-0" BEYOND BASE V NEOPRENE GASKET MATERIAL ' OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW IIIIIVIIIIIIIIIIIIIIIII......IIIIIIIIII IIIIIIIIIIIII11111. NOTES: ......111111I......1....... I IIIIII11111111111111111111 I 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS, TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD-26 I✓:fl ( j, X6 U CRAIG VvT J. KO'FARSf<1 Lic" No. 0402048507 14 �,, 3/ 27120 M E 0 0 N N N > E ai E LU W > F_ N L < 0 Ld0 ("00� v a _j o z LU r� d� O N 0 F W N "' d X c c e 0j LL W [� Q Q =3 U) _ fV Z =V >LI) ~ C Ln H O N a � 00 J C�LU C L c Ui L O , 0 C H- 0 W C LU W Q M z 0 V) DATE > 112112020 O >_ DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI • • SCALE N/A • • z LU G 0 J W W 0 W H� LL � Q U) > J Z I- W W 0 uj 0�06 U Q m W H� J p aO Z z 0 z 0 LL JOB NO. 44493 SHEET NO. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Ln UVA FOUNDATION - DISCOVERY DRIVE DEVELOPMENT m o DATE REVISION DESCRIPTION n I o _ ,�, ?� rn ti /27/20 REVISIONS PER UPDATED LAYOUT &COUNTY COMMENTS .p o Ln N `Q z II D Z z Z \ D 0 0 ko o ALBEMARLE COUNTY, VA o m A o n o� W ti rn w OVERALL PLAN rn { rn 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. — — — — — — — — \ ` \ \ \ \ \ `/MANAGED STEEP SLOPES (TYP.) — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ \ — \ — \\ — — — — — — — — — — — — — — — _ \ l 1 \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — = — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ 5"DECIDUOUS _ / _5„ DECIDUOUS \ \ \ \\\\ \ \ \ ' 5"_OECIDUOUS ' 5"DECIDUOUS SD CURB INLET ► \ \ \ \ \ \ \ TOP = 552, 38' I 1 1 \ \ \ \ \ \ \ \ ASPHALT `' A\ —/Si\ --_- P/// / a H- ALa\ a/ T I , IIDNV /OUT \=/I— \ 54�3, ��9�_ I/8\\I ' _ ASPHALT / — — — -- 5" DECIDUOUS DECIDUOUS 5" DECIDUOUS 18"PLASTIC EA ®--I \ — — — /20'DRAINAGE wv EASEME. DB 2085 EP // // \CONC. SWKFLUSH CURB CONC. SWK. C&G — ---- — — — — — — — — — — — — — — — — — — — — D/ E� C/Ii--DU—/_ , —OSIGN SIGN_ — — , US A1 \ \\1\\1\ II \\\ P I \\ I II I\ I I RI I I1I 1 I 1I 1 I 1I I1 IIOI\\1 I1I 1I I 1 1 I1I I II 1 1\I 1II 1 \II / IIX1I1 1 I 1 IM 11 \IA1\ \1 I 1I I I 1 I I 1 III\ I\I I 11�I 1IT1I 1I1l II II \ I\ EI1 I1I I I/ II 1II \ III 11 I I1I v I1I 1I II \\01, III vII \' W TER EASE NI_ II 11I I\T 5"DECIDUOUS D 2085 PG 712 "5 DECIDUOUS 55„DECIDUOUS / �5" DECIDUOUS 5" DECIDUOUS CO 5" DECIDUOUS 1 1 , CONC. LONC.SWK a°DECIDuous LOADING SPACES 6"DECIDUOUS CONC. 4„DECIDUOUS LOADING DOCK 3 DECIDUOUS �'LANDSCAPING RANS-APPROXMATE- APPROXIMATE /-5"DECIDUOUS LOCATION OF LOCATIONOFEXISTING EXISTING FDC SANITARYPIPE 5"DECIDU.OUs I /' S„ DECIDUOUSl Wm_ ECIDUOUS OPTIC DECIDUOUS UFO UFO UFO---S1F y I �III I \ _— _ \\ h � \ \ - / A — SCALE CALE`— 1� "� =\ _2\ _0`' G G G GDECIDUOUS 0c, -GGAS LINE p _ 0 20' �\\4\ \A Cupg IIII I\I0 71— w Iv I / /1 1/1 ,P h' A\, _ R W BARRY vL -D. B. ZONE DECIDUOUS —7 v/ DECIDUOUS o r--_------- �ECIDUOUS TYPICAL EC&JUOUS CNSTAIRS I PARCEL ID 32 19E APPROXIMATELOCATION VARIABLE IUNIVERSITY OF VIRGINFOUNDATION I 20'WATER EASEMENT I APPROXIMATE20'- - LASPHALT DB 2085 PG 714 ACCESS EA i ' � WA TER LINE EASEMENT MEMO,N D.B. 38 PG. 28 SEE DB 2085 PG 712PLAT D.B.//2085, PG. 709 lRF DECIDUOUS DB 20E 20'DRA/NAGS EASEMENT s DB 2085 PG 714 � GPS#7466 W o l ER IRFI IRF cp- BEN — — — — —— ME TOM _ — — — — — — —OF ;170— _ _------ _ _ __—l�p _ — — — UFO COMM. -FIBER OPTIC - - - - - - - - _______ PULL WbODEDIAREA - - -- w- -——— — — — — —— PROPERTYQOUNDARYLINE _---------- -- - - - --------------------- TOP =542.25' FIBER OPTIC L IN ' INVOUT=534.15'8"P MANAGED —55III SLO\ � r ' STESTEEPPES \ \ I / I I c / — I *"d Q CRAIGW: 3. K£3TARSKI Lie. No. 0402048507 0 3/ 21120 OM E N O N N C > E W e E W ( 3 Q LL O 3 LLL W O Q J U co a J — irj Lu N d O cV W N X O =< C,rj Q Uc j kD F_ < - C m 4 N � M a � CO J ko H CL O w W O z U O D_ u O L u z o O Q J W L I w a z O ti Lu 0 W r-4 � M .7eINra 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' z W I..L 0 \W W 0 Lu HME-1 0 Q Z �. > 0 W O 0 u Z 0Lu0 U U a [� V) W v I--1 i Z Q a H I U) X z w 0 I--1 Q 0 z D O H Q D JOB NO. 44493 SHEET NO. C2.1 0 Z, U N 0 0 cu cu 0 a C n T c m 0 _0 0 a 0 c m a c m C Q 0 0 3 c as 0 � �o 0� o O z �o 02 c � E� -0 cN a o c U ZN 02 �a x � 0 o w r 5 0 Qy o •3 a >c .u) U c a) o Y 2 2'�5 M_ cn o a o ;_ o a m �0 m9 �U o c 0 0 � U a 2 c 0 m c o c U m Qo cl) 0 _ / _ — r--_____----- � \ /' ' III cncn II I I I I II I II I \ \ � _ — — — — — — — — — — — — — — — — — — \ \ \ \ ml� I \ I —— ———— rG) ---__ --__— ---—————————————————— — — — — —— —— __\ \ \ \ ' /Om ��!V ------_—____ __--_---------------------__—\\ \\\ \\ \\ �\ / \\ j ' PJ -------�_ ____ _____ __'\\ \\_\__ / I I I I II I oo�\c� I� \\ \ \ _jI _-------------------'�� I I I I I I I �� z�l \ 1� — —--------— ——— / / , , I I PNj CID Q: I — /60Z,Dd — — 1 \ I \ i � \,0 s SS � _ � __/ M i —t---� —� UGw— SS _ — _ _ _ SS SSA 0�Syi tv M M _ - - — —yY1 -- ---- �_ ��n — — �� _ _ ��n con — — — non — — — �- — nnn _ g mr j -- ; •��/�,�/��A \ _ �\ 4 \ \ \ \ \ (�/'� p t-•�� • ��dip -- \-; _ _ - _ 1 � I � \ \!\ i /003 \ \\ \ I p ----544— — — — — —\ 98 �N rj, I Cg'-v�� d� �` I / > > I I i \ i o \\ 536 ' S41 - \-- 546----- /'\\ \ \ \ \`4.1 -- - - - - -- / 543� � 5 \ ' 544' , -----544-- —546-- ------/ _ 549 --- - - - - -- ! 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CHARLOTTESVILLE OFFICE O. 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �• _ �� TEL 434.295.5624 FAX 434.295.8317 www.timmons.com� n DATE REVISION DESCRIPTION o Ln U VA FOUNDATION — DISCOVERY DRIVE DEVELOPMENT �. rn ;, o ;, 0 ti 3127120 REVISIONS PER UPDATED LAYOUT & COUNTY COMMENTS Un � , n m .p O cn O n O O D �. o N m `Q w II D y � Z z Z * \ D z ALBEMARLE COUNTY VA ti m -I m -I z ti m IV Oz ko O O m A O p � w O m " w EXISTING CONDITIONS 2 � , 03 rn -< rn 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. LEGEND: REMOVE CONCRETE _____ __ \ \ \ -- - -\ ii REMOVE ASPHALT AND _ BUILDING SETBACK `__------__-�_\\ t REMOVE TREES `ll\/ANAGED STEEP SLOPES�(TYP.) 1 REMOVETREE / / / / ✓/ / / / /, __-- — _ _ \ \ - -------------- -- - - - - -- _ SAWCUT - - - - - - - - - - - - - - - - - - - - - - - - / — — — — _ _ _ _ _ _ — — — — /' — — — — — — — — — — — — — — _ = _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - / — — — — — — — — — — — — — — — — — _ _ _ _ _ _ \ 1 _—_-------------- ---------------------------------__ —� \�� \ _ ___ _ \ STOR16%lI1/ ,L ---- -------------------- — — __�__�-----------------------------------__-- \ --��--------------- TOP=54. _----------------------------------------- -_---- - - - - - --- __ — — ---�� \\ `---- \- \ \l _ — _ _ _ _ _ _ \ _ INVOUT=S .64'- -----_------------------------------------------------------------_--- ---- \�\ \�\ \ ---__\_- _ - _ - _ - - 95 ftASrT-lC _------------------------------------------------------------------- --_-- - - - -- — — _-----------__\�`\`\\\\ / I/ / IN,. REMOVE CURB AND \ \ SD CURB INLET I 1 \ \ \ \ Q \ \ /0�\ GUTTER (SAW CUT AT TOP = 552.381 I 11 1 1 \ \\\\ \ �� \ \ \ Op \ \ ASPHALT NEAREST JOINT INV OUT = 543.98 1 I \ \ \ DUMPSTER ASPHALT 1 \ \ \ �j 18"PLASTIC IIII I 1 1 \ z \ \ \ WOODED AREA JI I I I I I IAREA \ EASEME 1 I I �0 \ \ LLA �SI 20 I\7T \ CONC. �8 2>�85 PG 714 PAD W \ I 552= 9.72' / CONC. SINK ' FLUSH I I I I I oo\ \ \ ____--- - - - - -- SD CURB INLET ---------- -- SIGN SIGN_ SIGN —553 I \ \ \ LANDSCAPE h0 I I AP w kz L*va , INV IN = 546.49 15 PLASTIC \ / h 1 \ INV OUT = 546.37' 15" PLASTIC - - - _ ' I 1 - - 53.1 ' I ID0�5 pC� 7U 1\ I1 \\ \ Jill l III WALE 1 1 1\ MIHD 1 TOP r 548. I I I I I I I \I / WALK 0 1 I � / 1INV IN = 543. d?' 15" F'LAST IC NV O TV 543.41 24 Ft_ASTIq 11 1 1 I 1 I� 11 I III 1 I\\\ o MHD -' / I I REMOVE AND RELOCATE 1 1 1 1 IIIII!\ \\ \ \ \ TOP = 547.78' 1 I PID 03200-00-00-019EO SANITARY CLEANOUT I I I I I 1 1 1\ I \ \ 1 I I I I I 1 \ \ \ \ INV IN = 544.20' 15" PLASTIC , I I I UNIVERSITY OF VIRGIN/A FOUNDATION ` _ I \ 1 I 1 I I I 1 1 \ \ \ \ \ INV OUT = 544.18' 15" PLASTIC I I I DB 3838 PG 028 h I 1 1 1 1 1 I I 1 - - _ _ _ _ - / 1 I I I 7.10 ACRES O y \ I \ 1725 DISCOVERY DRI VE \\ - I I I I 2 LEVEL BRICK FACILITY I c� I I I I I I 1\ I SO CURB INLET \ G — I 1 1 I I 1 \ TOP - 547-76! I I I I REMOVE BUILDING y� O I I I I I I I INV IN = 541.00' 18" PLASTIC ENV OUT = 540.90' 18"PLASTIC I \ \ I I 1 I 1 I III \ \. ?kGU ATOR LOADING SPACES I 1 OVERHANG AND COLUMN$ , 1 \ 1 \ FFE 553.14' 1 \\ I I I 1 I I CONC. � _ 1 I / / I a \ 1 I I I I \ 1 I \\\ 11 I 11 II 11 1 II i I i WALL I I LOADING DOG(�_ 1 REMOVE \ 1 II I I I I I I LANDSCAPING III I I \ \I I I III IIII 1 APPROXIMATE LOCAT/ON OF EX/STING- I I 1 1 III I I I I I I I UNDERGROUND ROOF DRAIN PIPES I II I lh/TCH I I 1 1 I I 1 1 �I 1 RANSIORMER APPROXIMATE I I I I I 1 1 I I I I I I I II` - --APPROX/MATE- - - - _ ILOCATION OF EXISTING 11 I I 11 1 \ II II I II II I I I f / LOCATION OF SANITARY PIPE 1 I 1 ® 1 I 1 1 I 1 I I 1 I I \ EXISTING FDC EX BLDG 553.14' I I - ' ' Jill I �� ' / I / - �L 239.3 \ — e Q \ -` — I SHRUBS / II II II I I ► I I 1 I -- -_� / / ------ -\ I \ \ \ \\ 0 v _ 40'� FI ER OPTIC -O UFO UFO-- O ' -UFO -= UFO _ — - I I I �ONCi. G �IG � G GSPIL�WAY II lVlHf IIIGAS LINE � 8l ,�/—`�'�____G_-=T ,p L554.$1' I I I � �2 - - \ _ _ _ _ _ _co m Am mop m I 1 /lyVlN=543.15'2 "iTLW�STjI� I I i �'\---------—------F CUR�'T —/ — _ I \ I 1 /NV OUT � 543.05' 2 " PLAgTII I — / -� W W - --- -- --- 741 4 I I -Z-- � y— STAIRS // i PATRCEL ID 32-3'9E / �-I-- ----`G----T�-,-------- CONC.i \ APPRIOXIMATE LOCATION ' UNIVERS TY OF VIRGIN/ FOUNDATION I / / J o \ I -- 2iJ' WATER EASEMENT VARIABLE WIDTH/ G� / I I I APPROXIMATE200; - ' ! / I, WATER LINE EASEMENT I I I I I I I 1 I I a i li ��s / ASPHALT \ � ACCESS EASEMENT` T F A" \ � RUR�I AREAS DB 2085 PG 714 DB 2085 PG 711 j / 110.4'. 8 �8, PG. 28 \ \ _ N I / / ' SEE DB 208,5 , 712 \ \ \ \ \ PLAT D.B. 2085 PG. �9 /R6D /F \ 20' DRAINAGE EASEMENT � / � / � / I DB 2085 PG 714 \ , I, / / I Ik 54�� . 4 ' — — — — 1 \ N \ PLANNED DEVE, I I I 7 - - - - - - - - - I o 1 \ \INDUSTRIAL PAl -L w � /i \ PLASTIC ��'¢ I I d / / , \I I \ \\ \ - ' I _ _ - ' SIGN _ - _ _ C & G / _ / - , SIGN I I / _UFp \ SD CURB INLET / I I I \ \\\ ` / / /42.54' \ _ _ _- =i� 1 - _sann� -� _ _� - I� - / -o ' / REMOVE WATER METEI�AND l 18"PLASTIC _----_ LJ.J _ _ _� --------- _-- - - --- _- _ — �dPl.A — —_-_-_----- - - - --- ---- - s-I ( ® �/ ASSOCIATED PIPEBACIKTOFHALINE /A( T %71 /C I - - - _ - _ _ - _ -- _ 1 I _ - - r _—_ - _ - - �` — --- � _ _ _ - _ _ - REMOVE/RELOCAT� I y �� T \ I / ? / __-- _ _j �O�` — — _-___-- -�_ --�FB __------—-� -MkIQ OF - \ l l I I \ \ - - _ _ _ — - — . _UFO --- - _ _ - — — — i l l / // / — __- -- ------ _ — — - __— ___-----_-TO_P�544-66'— \ - �- f PULL BOX AND / _ _ _ / / l / \ \I I I I / I / l / / / I _ _ _ _ _ _ _ _ _ _ _ __ _ _ __-FfB11 EFtOP11C - -_- _-- �- _ _- _- _- _- _- _- _- _ _ _-INt/tN= 5.34 04'24'PLASTrC \ \ \ \ \ \ \ ci PULL B FIBER OPTIC LlNwir U` V Sl OF - - i WOODEDAREA� 1 1 I I I I l l l I / --_--- - ----_-__---------_7_NGl/y_534-0�24PLA n �\,a __ _ 7 \ PROPERTY tjOUNDA'RY LIN� I ll ll l 'l / / / / / /M / _ - -- _ - -_ _ - - - _ _ - L - _ - _ = _ _- -- --IAIV 91�T �5'.33��, 2`„PEAS ETC\ \ 1 I I II �. _ B 8 7 C 6 INOVIN554,0.512 �/-----`------ — _ �I_ -_-- _-�Of54�25� \\ \\ \\11 1 n I\ 44 Dl R I, J / „ „ _ � — — — _ - - - - - \ II --W ® , FIBER OPTIC L' \\ I dNV OUT 540.2$ 24 PP ASPIC T _ _ _ _INV AI =534 �0 8_P1/E - �\ 1 = 4AtV OUT 5-3415; 8"PV \ \ 1 1 \ l REMOVE-FtiA ` \ I I I !l l /! / / l 1 // / / I/ ,- _-' ---_MANAGED / ' I I I I/l II II I I - / ' _ ' STEED SLOPES X' � l � l �' I ' I l 1 / � / / / \ \ I I / - � � - ' � � � - ` \ I I S1A1MCOT (<TY�.� i I I \ I I� REMOVE RIP F P \ 1 �\ / I I , l\ I I F i ;zT,' H UN IX X1i CRAIGW W.T. KO'.ARSIKI r Lic. No. 0402.048507 0 3V 21120 r U t�rr ' M >_ 0 0 M U N ui [V c > E w -E H w Q Q U- O W O rO 0-' W L M a_j Uo0 a- J — Ln M > c,N U W fV O X o a � _ C N = U Ln > Q c `n Cy)O N � M d � 00 J CL O W O z U O uu c) w °b 0 j z O � W L Q W a Z O W O w � � M .7e11ra 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' z ILI I..L O ui W 0 \W H� 0 Q z Q z � w z i ° O O � U < J m I-� J 0 Q w 0 JOB NO. 44493 SHEET NO. 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No. 0402048507 IT F1 GA APPROX/MATE200; ERURAAREASI 10.4' WATER LINE ESEMENT ZQNL REMOVE ASPHALT II �,838, PG. 28IRF PLAT D.B12085, PG. 9 SEE DB 2085 PG 712 IRUD /F N/REMOVE TREES5 .4 PLANNEQ DEVELOPMENT - --- � \INDUSTRIAL PARK I 558\7 24„PLASTIC REMOVETREE O UW N dc IRF """SAWCUT SIGN SD CURB INLET I >Erp .54' / eE PTICMETER AND l 98REMOVE WATER 557.4 "''^ ASSOCIATED PIPE BACK TO FHA LINE U.71' C w \ 2 LL LLJ ca -MHD- - OF REMOVE/RELOCATE 2 w 0 OP-��44-66� PULL BOX AND 0� Lu <U FIBER OPTIC LINE � O -lN/tN- 53404'24PLASTrC ` rvr 7Vf/ l�0_TW IAIV9lT- 386!2-4"PLAS77C1� Z IRF z � � � u DI w i � -TOPlpvEv >�0 Q cn4AWOUT=5734.-IF8'jREMOVEFUA PARCEL ID Y2-4D $M >cLINDA\ SHAW & EVA WILSON GED D.IB. 1961, PG, 318 00 JSTEEP SLOPES ZONED RURAL 'AREAS �F SAWCOT TYp.V REMOVE RIP RAP vi a cl� U-)0mini OF R W 554.3 cl-I )A TION G) > Lu IRF Q Q554.4I Z L0;70`• ; I/ I 'T 0 5 D �WAIesz�T'" 'E�TOP=40.6 > IN (W531.$924PIAST( ct� 1121120 `2 'CQJZIJ0 G) O DRAWN BY/N(N)=�31.9� 15",9LAS VOUT=26r4230"RLA C OTSAT DISHREMOVE STORM PIPES AND A. FONTAIN — V E \AWCUTI T) STRUCTURES TO REROUTE ) II ISTORM PIPE AROUND DESIGNED BY I I 1 J16 PROPOSED BUILDING PARCEL ID 32-4FI A. FONTAINE24 WINSTONS RUN LLC D.B. 4242, PG. 386 FES \553.8 ZONED RURAL AREAS CHECKED BY 9�INVOUT=524.90. REMOVE CURB AND C. KOTARSKI GUTTER (SAW CUT AT NEAREST JOINT( \ SCALE OVA 1„=20' v QCPPp0GdS7467 24 -CPP REMOVE RIP RAP CQdC. S/W L 552.3 T2 CL I U) - - -- I c1 538.2 oT3 W Qrl 54C8 SAWQ�l(TYP.) REMOVE/RELOCATE LL UTILITY BOX -------------------- 7 l z " /"_- - / PARCEL lUH EMERGN W l'STONS RN LLC w TECHIVOLOCIES P.B. 4242PG. 38 co I EN ZONED PURAL AF4AS A- 1-4 539.5 %k ------ - - - - -- 545.21 —P4RCF7�9H- - - ----- - z -UNIVERSITY aF -b4RGLWA ;FGUNOA�QN i - --- - -- -ICPEILSPACE„ 1-------D.�.Z892,_PG. 322o / UOJ_ 2f 151„ CPr540,7ASPHA T PARKING LOT V) W p I '1 / 1' 0 QL0546.5 0REPLACE I °p L - � \ TOP WITH DI-3C. PARCEyID 32-19H Os UNIVERSITY FVIRGINIA FOUNDATION "PARCEL ETC-1 D'�' 2892 PG. 322 ell'- 8» PVC 545.4// QGCD v / cb APPROX. BUILDINGFACE SHA 543.2 545.2 Z) SCALE 1"=20' JOB NO. 0 20' 40' 44493 SHEET NO. C2.4 I I I 0 z, 0 C 0 0 cu cu 0 a C a T 0 a 0 U) a 0 m 5) a c m m a c 0 0 0 3 as 0� �O o� 2 z 00 s2 02 c � E o a c 0 m N a 0 U) zN O 2 a x � o 0 w r= 0 nY 0 3 a c U C a) o Y fo = W r o E c 0 M a m m0 co 9 U o c 0 0 0. m U -0 C N m c o � U N a O � 0 _E Rf-5" DECIDUOUS z J W E_ 0 z Y tY Q d O z 5" D 20' DRAINAGE EASEMENT DB 2085 PG 714 CONC. SWK. I--v— 3 LOADING SPACES CONC. LOADING DOCK I I IMANAGED STEEP SLOPES (TYP.) — I l i ASPHALT EXISTING BUILDING DECIDUOUS `5" DECIDUOUS SD CURB INLET TOP = 552.38' ASPHALT INV OUT = 543.98' 18" PI 4 STIR' ASPHALT 'DECIDUOUS FLUSH CURB- -CURB CURB TRANSITION CG-6 RESTRIPE PARKING RELOCATED FIRE HYDRANT TO MATCH EXISTINGq// v v APPROXIMATE APPROXIMATE ® LOCATION OF LOCATION OF EXISTING EXISTING FDC SANITARYP/PE wM — DECIDUOUS FI ER OPTIC DECIDUOUS UFO \ UFO L FO \D G \ G G DECIDUOUS - 77 \ � / ® p GAS LINE a a wV WATERFL �2 j E p FLUSH LIiB° ° 6' o C ° ° ° 93.5' S CONCREfE SIDEWALK PROPOSED BUILDING ADDITION o I \ 10,745 SF 6" DECID000S- 115' 0 o PRECAST CONCRETE e WHEEL STOP (TYP) ° 0 GAS CONNECTION AND METER 4 / UFO - — UFO— 6' — UFG _G_ ------ ----- - - // G co � a_ / a w --- -- - -- -- -w p' G) — ---w -- w i- -- — — -�— -- \ — — — — — - — - — — -/ DECIDUOUS TYPICAL \ I \ L �7 DECIDUOUS �2 ' ------------------------------ DECIDUOUS - - --- c T------ ----G-------/ I 0 o CONC. STAIRS PARCEL lD 32- 9 9E \ \\ APPROXIMATE LOCATION VARIABLE WI UNIVERSITY OF VIRGINIA FOUNDATIO I I o I PROPOSED 20' WATER EASEMENT \ � I 4" PVC 1 APPROXIMATE20' \ I FIRE HYDRANT SHALL DB 2085 PG 714 ACCESS EA ~■, "LOT F9 —A " \ \ pg 2 1 I D. B. 3838, P�. NYi�4RY I WATERLINE EASEMENT \ I ASSEMBLY PROPOSED 20' WIDE 0/ I E ONTRACTOR TO SEE DB 2085 PG 712 WATER EASEMENT DB INAGEEASEMENT PLAT D.B. 2085, P�. W N VERIFY TIE-IN TO \ DEclDuous DB 2085 PG 714 \ ` y� ' V I / 1 �XISTING SANITARY 41NE IN FIELD 1-5" DECIDUOUS 11 \ \ w p w--- -- C & G CO _ I c 1 �: I N \ CONNECT FIRE LINE TO EXIST. — I CO I ® HYDRANT SERVICE LINE FO----- -- S - -- UFO-- - _ w -� R16' — — - - — — — — — — — --- UFO- w - - - — uF — a CG-2 ----- UFO— _ -- --- CONNECT TO EXIST.�� — -- UFO--- -- �^ WATER LINE FOR oo FIBER OPTIC �/ J _ a WOODED AREA Ld' DOMESTIC SERVICE Gj i a a 4 PROPERTY BOUNDARY LINE - Zr'�Y1 I k25' I n CG-2 o 1 TOP=542.25' 6" TS&V Q.rt - J' 1NV IN = 534 30' R,PVC 6" DIP FIRE LINE NOTES: = �!NV OUT 534. 15' 8"PV FHA � 6" DIP FIRE LINETRACTOR 1. CONTO COORDINATE WITH UTILITY PROVIDER TO RELOCATE EXIST. FIBER OPTIC z LINE AS NECESSARY FOR CONSTRUCTION. U � I (2) 90 WATER METER 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL MANAGED I BEND 2" COPPER DOMESTIC WATER LINE LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO STEEP SLOPES I GAS CONNECTION REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. CG-12 3. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/CONTRACTOR 5 ' CONTRACTOR TO REPAIR b yr RELOCATE FIBER OPTIC LINE SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. G PAVEMENT & CURB AS REQ. o FOR FHA INSTALLATION (SEE NOTE #1) 'ROXIMATE 0' TER EASEM ENT NEW/ADJUSTED ACSA 2085 PG 712 WATER LINE EASEMENT LEGEND: ° CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LA LIGHT DUTY ASPHALT MILL AND OVERLAY + + + BUFFER AREA \A— SCALE 1 "=20' 0 20' 40' PAR BARRY L D. B. ZONE CONCRETE RETAINING WALL + + _ + + + + + + + + + + . WITH HANDRAIL + + + + + + + + + + + + + MAX HEIGHT = 4 FT + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++- LOADING DOCK + + + + + + + + + + + + + + F(SEE ARCH. PLANS) + + + + + + + + + + + + + + +++++++++++++. + + + + + + + + + + + + + 21.5' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ° 51.1' + + + + + + + 1 1 30' D o 21' CONCRETE RETAINING WALL WITH HANDRAIL MAX HEIGHT = 4 FT _- DOWNSPOUT ' I 1 CFAIG W.T. KOTTARSIKI r Lic. No. 0402048507 'An 3/ 27120 : �" M E 0 0 U N ui N � > E w E uw M U v � Q � o o U- w O ro 0-' W L M a J U 00 uj >oroll U W N O x Q J Q _ QQ1 N = U > Q Ln c Ln Cy)O N ul >ll M a � 00 J O W CL O W a z O ti Lu cil- Lu N � M DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' z w I..L O \w W 0 Lu LL W 0 Q w J w O > U 0w0 J z U< w L v_) m 0 Q O I Q z J O 1--1 Q 0 z D O H D JOB NO. 44493 SHEET NO. C4.0 0 0 0 0 0 2- :3 Q 0 2 0 0 m Q 0 0 3 � d 0� L)o o U) z 00 n 2 0� T � 00 o= z� O �X �0 0 o w 0 �a o. Q� § a� � Y 0� X 0 0s N U :F2 2N co� N o 0 `o 0 E cz o -0 U o c (n o 0. N 0 2 cu cuN o U Q ° L� .E _ PA EL ID 32— PARCEL ID 32-4C LEGEND: w 9G/ BARRY BOSWORTH ET AL LINDA SHAW & EVA WILSON z I D.B. 2846, PG 213 D. B 2848, PG. 46 O � ZONE RURAL AREAS ZONED RURAL AREAS i a °, CONCRETE SIDEWALK' DECIDUOUS -- ---------- ID 32-19E -Ic i -, o � HEAVY DUTY CONCRETE QCR�G-v�T J. ��0�r.�RSI� H 1UNIVERSITY OF VIRGINIA FOUNDATIO o ' 50' BUFFER AREA Lip, . 0402048507 _All I I I D.B. "LOT 3838,1 F�NN��4RY I `� i CONCRETE _ _ rOr,r r r � r' �T- T- + + + + + +� + + + + + + + + + + + + + + + HEAVY DUTY ASPHALT S 3/2�/20 PLAT D.B. 2085, P�EWi CONTRACTOR TO RETAINING WALL + + + + + + + + + + + + + d'. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5s, (' N I VERIFY TIE-IN TO WITH HANDRAIL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NAL EXISTING SANITARY MAX HEIGHT - 4 FT + + + + + + + + + + + + + ' U + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + --_ LINE IN FIELD - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LIGHT DUTY ASPHALT --- --- --- I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LOADING DOCK I+ + + + + + + + + + + + + +'+ �- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (SEE ARCH. PLANS) I+ + + + + + + + + + + + + +'+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + MILL AND OVERLAY o 0 + + + + + + + + + + + + + w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a� ,,..+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N cn n + + + + + + + + + + + + + ' _. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a o G) I 21.5' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + > E N uFO + + + + + + + + + + + + + + �. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BUFFER AREA w a� E �= I I CONNECT FIRE LINE TO EXIST. + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ .- +. � CO -O + + + + + + + + + + + ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � W > z HYDRANT SERVICE LINE I u W, S C � Lu I n I R16' a (2) 45° BENDS � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I o LL o ^ z - Um- - CG-2 1 + + + + + + + + + + + + + - Lu O ra .� O CONNECT TO EXIST. uF - _ a p p + + + + + + + + + + + Q W � � z U WATER LINE FOR oo l� w M O 51.1' + + + + + 1 1 ■ + + + + + + + + + a�Lr;— DOMESTIC SERVICE ° + + + + + + + + + + > o N z n + + + + + + + + + U) N rz Lu + + + + + + + + + + z � O i I k25' ' 7 + + + + + + + + + i- � U U CG-2 a a ° - 0 3� Z + + + + + + + + + + I a JO U W C) �\a + + + + + + + + + IY w ai p TOP=542.25' 6" TS&V I s� — — ,, :;A 21 + + + + + + + + + + I 0 i � ��„ z I + + + + + + + + + a� O lNVlN=534.30'8"PVC "' IPFIRE LINE G) p = ++++�.++++++++++++++ _� � ° O J INV OUT = 534.15' 8"PV FHA a 6" DIP FIRE LINE 1 ~ o N � Z WATER METER +++++++++++++++++++ PARCEL ID 32-4D w O MANAGED (2) 90 CONCRETE ' + + + + + + + + + + LINDA SHAW & EVA WILSON 0- BENDS 2 COPPER DOMESTIC WATER LINE RETAINING WALL D.B. 1961, PG. JIB STEEP SLOPES I I + + + + + + + + + o w GAS CONNECTION WITH HANDRAIL ' +++++++++++++++++++I ZONED RURAL AREAS j ECG-12I , ' I MAX HEIGHT = 4 FT � + + + + + + + + + + I W CONTRACTOR TO REPAIR �. PAVEMENT & CURB AS REQ. I I RELOCATE FIBER OPTIC LINE EP ' + + + + + + + + + a ° (SEE NOTE #1) DOWNSPOUT + + + + + + + + + + vi Ln FOR FHA INSTALLATION � i + + + + + + + + + � OZ + + + + + + + + + + O ti PARCEL ID 32-6R (PART 2) + + + + + + + + + _ + + + + + + + + + + a n ° UNIVERSITY OF VIRGINIA FOUNDATION + + + + + + + + + Lu Z a + + + + + + + + + + 0 5' w D.B. 4957, PG. 692 I c) n ZONED PLANNED DEVELOPMENT + + + + + + + + + + INDUSTRIAL PARK + + + + + + + + + — o I PROPOSED BUILDING ui o I 4 12,360 SF + + + + + + + + + + w ui rN I 8 METAL 108' 20' + + + + + + + + + + + + + + + + + + + PROTO 6" LEA OUT f4 + + + + + + + + + Q p M I + z Io 125' + + + + + + + + + + I U) DATE I S ++++++++++, a (8) 6" RISERS 1 z c) WITH HANDRAILS + + + + + + + + + =O 1/21/2020 + + + . + + + + + + 0 DRAWN BY I a CONTRACTOR VERIFY EXIST. + + . + + + + + + N PROPOSED 6" SANITARY SANITARY CLEANOUT SIZE AND + + + + + + + + + + II a SEWER CONNECTION LOCATION PRIOR TO +++++++++++++++++++ A. FONTAINE ' I 2 CONSTRUCTION. ASPHALT + + + + + + + + + ° DRIVE + + + + + + + + + +I DESIGNED BY Ta + + + + + + + + + +I PARCEL ID 32-4F A. FONTAINE a + + + + + + + + + WINSTONS RUN, LLC • I aI (3)6"RISERS +++++++++++++++++++ D.B. 4242, PG. 386 • CHECKED BY WITH HANDRAILS ZONED RURAL AREAS " a a + + + + + + + + + • C. KOTARSKI CG-12 a ° w + + + + + + + + + + • • 10p 5' a a a ° + + + + + + + + + a SCALE 0 5' + + + + + + + + + +I ROSS WALK �p I I a _/ N 17' + + + + + + + + + • 1 "=20' STRIPING ° CG-12 +I + + + + + + + + + • ° ° a a _-- 5 U 5' + + + + + + + + + + �` I ° a — — o , a D a + + + + + + + + + + CONCRETE _ - --- R5, --- ---- -- � � �� + + + + + + + + + + z i STOP SIGN SIDEWALK 24 I CG-12 CG-6 r �� — + + + + + + + + + + +I w 0 ASPHALT CONC. S/W , CC 5' I I I PARKING LOT G R5' RS CG-2 R5, R5' CG-6 T2 T I I CL I cn I CG-2 CG-6 O O U) — I I O I C 073 0 'I I R3 CG-2 R3 0 / W 0 I J 8' R3� CG-2 � I_I_I I > I CG-2 RT ' I _ I - (3) ADA '� (TYP.) © PROPOSED I E I PARCEL ID 32-4H W Q PARKING SIGNS O-�J 8' co �- w MERGING I WINSTONS RUN LLC PAVEMENT TO TECHNOLOGIES I cn �' � I EXTEND DO EDGE OF ` D.B. 4242, PG. 386 9' S' I EXIST. PARKING LOT CENTER I ZONED RURAL AREAS H N I (TYP.) © 8, I ` U) J I PARCEL ID 32-19H 1 0 w I w\ I I UNIVERSITY OF VIRGINIA ` < — > I CONC. WHEEL I I FOUNDATION I I OPEN SPACE' J O O STOPS (TYP.) I I D.B. 2892, PG. 322 z �— I U � R3' CG-2 R3' R3' I � ` W O > W I I R3' r o ' I I a 18 -, . 24'�I�-18' 18' f R3 24, RT CG-2 I z � UQ 18' I ASPHAL T I 5- Q I 12 9 I PARKING LOT m (TYP.) I I 0 Q I �, ` � o —1 w I INSET Q I � II 9 (TYP.) 91 PARCEL ID 32-19H I z J UNIVERSITY OF VIRGINIA FOUNDATION I I (TYP.) I I „PARCEL ETC— I" I c I O D. B. 2892, PG. 322 9 Q 8" PVC R3' 13 13 17 I \ (TYP.) G 0 I 7 'I c) I R3' z 1 \ R3' I N I \ I \ TYP. 91 APPROX BUILDING FACE \ R5' (TYP.) O I I I 9 1\ I (TYP.) I CG-2 R5 E E I ET r R29' I I Q f I \ �� 24' a; I > IG I NOTES: I I 1. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER TO RELOCATE EXIST. FIBER OPTIC \A \ �\ CG-2 RT CG-2 — f LINE AS NECESSARY FOR CONSTRUCTION. �� 29' JOB NO. I 1 I 9' 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL SCALE 1"=20' \ �� 1 \ (TYP.) LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO I 44493 1 I REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. \ R5' 3. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/CONTRACTOR 0 20 40 _ SHEET NO. 1 1 \ R3' RT 1 I SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. \ C4.1 1— \ 0 .y 7 U C 0 co m 3 N 0 2- C Q cu 0 a cu c C a `o 0 c / 11 / / I I / ' / I / / / / i It It I I l l Z_11 / \ I \ \\ \ \ \\ / I \ _ / \ \ \ \ \ \ \ —� —\_ _ \ - - -575-_---- _ AND BUILDING SETBACfs - - - - \ \ \11t9ANAGED STEEP SLOPES`(TYP.) ^ \ \ - , my �\-___ -- _� — — — —------__'--- ------- --- --- -----------------------___----_ ---__ S,O \\\ --- - - - _ _ — — — — _ _ _ — _ — — — — — — — — — — — — — — _ _ — \ _ \ �1 \ _ _ _ 1 \ _ / _ _ — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ - - - - - - - - - - - - - \ \� \\ STORibllAl ,L_ ---_---------- - _------------------------------ - \\ \-- --_ \ \ \ l/5" VU,I = 5 b4'= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 95/PCASrT-lC --------------------_--------_- Q Q- \ \ \ \\ \\ \ `565, -5" DECIDUOUS z _ \ \ \ \\ \ /-5"DEClD00US� Lu "DECIDUOUS I / \ \ \ / / \ \ \ \ \ Y \ _1 �'... . I 5"E-EID000S / / 5 / _ \ \ \ \ \ \ \ LL SD CURB INLET I �j� TOP = 552.38' Z ASPHALT �' CURB TRANSITION F, INV OUT = 543.98' I I I \ \ ►DIAL TI ASPHALT _ FLUSH TO FULL REVEAL I I I ® I I ^ TC 18 PLASTIC -_____--/ III \I \ \ )UMPSTER , \ 5" DECIDUOUS / WOODED AREA I I I I I ` 5"DECIDUOUS EX Q� EX \ EX EX I I U \ \ 5" DECIDU S I I I I I I I I\ I \ 1 \\ / +/ 553.80' 553.82' +/- 552.33' r \ / / ®� ' I 01 REA / \ /I \ 3.96' +/ 53.32' ® - / 20' DRAINAGE I TC B LLA�Z�S EASEMEI\7T\ CONC. DB 2R85 PG 714 \ \ \ 1 FTC 96' I I I I I \ \ \\ PAD / I / / \ TC EP / I I I I I I I I \ �LLJ \ \ \ \ \ 553.61' / 8, / / I I I I I I I I �J O / 9.72' / \ / CONC. SWK. °o a a TIC ° a ° ° ° , a 552 I ® / / FLUSH jRs, a \o /I� / SD CURB INLET - - --- - - ---- ° �.\ _------- SIGN -� / I 1 1 I I I I \ \\ TaP-=-552.2flL - - _ _ �� - - - - - - - - - - - - - - - - - - - - c - - - - - - 553.0T_ ._. \ LANDSCAPE EP / 553� / / 5' DEClL7000S I AP Rb�III�A\TC 0' \ \ \ / 553.60' I W �Ek? LEAS AlT NE DJI�S§TED ACSA INV IN = 546.49 15' PLASTIC \ 553.29' 553.07' / h 1 \ INV OUT = 546.37' 15" PLASTIC - - - _ _ _ / / ��,Tc I b kk Pd 711WA ERLi�NE\EASEMENT FFE 553.14' 551.34' WA, I \ MIHD \ I I I I I I I I ` ' I /� / �trj / / 1 11 II I I I II \\ I X \I / // // I I' / I Oir > 1 TOP 548.�0' I I I I I I I I Lu WALK 1 /NV IN = 543. ' 15" fj°LAST I I I' I I 1 I I ( ' / I I cr _ I / I I I I I I� O S6 \ I I I I I I I O 69 U O I�IV O T $ 543.' 24" Ft�ASTI� IIIII I '1 IIIII ' \ \ / / / ' / I I I I J O � PlD 03200-00-00-019E0 / J / I I II II II II I I I �` \ 1 1 I I 1 \ ( o MHD I °° I 1 1 I I I I\ \\\ \ TOP = 547.78' � I I I / / I mo' I I\\ 7 C� O �- 1 1 1 I 11 \ I I I UNIVERSITY OF VIRGIN/A FOUNDATION/I INV IN = 544.20' 15"PLASTIC I , I DB 3838 PG 028 I I PROPOSED BUILDING- 1 \ I I \ \ \ \ \ \ 1 INV OUT - 544.18 15 PLASTIC I I , , 7.10 ACRES � I ADDITION ° I I I 1725DISCOVERYDRIVE I I 10,745 SF APPROXIMATE LOCATf64 1 I I I I 1 \ \ \ 1 1\ I r , �, 11 1 1 1 S CURE3 4VLET I \ \ I I 1 I \ I 2 LEVEL BRICK FACILITY I FFE = 553.14 \ I _ I j o OF STORM OVERFLOW I I 1 \ \ GA�U ATOR I \ _ - - - - I r , I I / 1 I I 11 II I I \ IN PN 4 1. 00' 18"PLASTIC 1 1 \\ I NOZZLE � I I I I I I I \\ �k _ _ LOADING SPACES I I / \ h" 5 8.71' / - _ 6 bFGIDUOUS I 1 1 I III \ \ „ l T = 540.90 18 PLASTIC I FFE 5$3.14' WALL I II \ EXISTING BUILDING I I I I II ILOADING DOGl� - - - FFE - 553.14 / TIC 548.41' ------ I\ n 11 1 1 1 —/ APPROXIMATE LOCAT/ON OF EXISTING -555— - I 1 I I I I I UNDERGROUND ROOF DRAIN PIPES I 1 bITCH I II 11 IIIII 1 I �I ITRANSI ORMER \ \ \ - _ _ _ _ _ _ _ - _ I APPROX/MATE- I I 1 1 I APPROX/MATE 5 I 1\ - -' LOCATION OF EXISTING APPROXIMATE LOCATION I I � � I � I l \ �--- LOCATION OF SAN/TARYP/PE OF ROOF DRAIN �f I l J �- I I 1 I I I I I I 1 I \ EXISTING FDC EX BLDG 553.14'� I I I IJI I I j ffi / / I \ \ 1 \ - 1 SHRUBS \ i- -®-- 1 DECIDUOUS DECIDUOUS \ \_ - SCALE 1 "=20' Fl ER OPTIC ' UFO UFO UFO- _ - - UFO -� - - - _ _ , i / 1 \ \ \ _ - \ \ I I \ - G - /G - G \�� __ _-- _�_ i /a v \ \ \ \ O----�0_-\ 40 I I DECIDUOUS -- G _ ��9 _ _ _ _ _ 545.44' J \ �ONCi. \ 1 I I �� a ® I \ - II I SPIL WAY III bHP1 3 I I� I I \ 1 a GAS LINE a S/G/ a `�1► ' - +i►'' _ _ - - G - _ _ - - j 545.23' / I I ,� L I I I I I � \ WV i �`--WATER � �� \` , 554 1' I I V_lN_=543.15'2 "`ILIA Tl� / ;-\--------- ----- T- - _-_ - ----- ----y- \ \ \ I II IN OUT � 543.05' 2 " PLIAySTjl I I a / ' ' - / I _ F CDR ` / / I / I I II � j \ / I I I I I I \ I � - --- -- / -�-- / / / Vd " 545.01' - - - - - - - - W -- - W- 545.14' ,r 9------- ---- --- ----- --- --I � � �/ ,"DECIDUOUS I \ \ \ \\ I II I I I I I I DECIDUOUS TYPICAL \ / / DECIDLOUS / / i I T / / - - - -/ _ - G \ ' / I \ \ \ \ S48 \ I CO STAIRS PARCEL ID 32-19E----T--- \ APPROOXIMATE LOCATION / UNIVERSITY OF VIRGIN/ FOUNDATlO / f o I I I ' VARIABLE WIDTH/ I I APPROXIMATE20 - 1 \J' WATER EASEMENT \ / I / I I ' \ \ \ \ ASPHALT / ACCESS EASEMENT` 110.4' T F) A \ � DB 2085 PG 714 DB 2085 PG 711 I / .,8,38, PG. 28 / , I, WATER LINE EASENIEIVT \ \ \ \ I / / \ ;' SEE DB 2085 �'G 712 \ \ \ \ \ 20' DRAINAGE EASEMENT / / \� , / / PLAT D. By 2085, P . '9 i I i \ \ I \ \ lRF I I J I I I I I I I I l DECIDUOUS DB 2085 PG 714 I I I I j I I 5V.4 ' INSERTATEE\., \ I \ �- 24" PLASTIC a-"- 315 \1 316 l II I l \\ \ \ \ \ \ \ ` / / ' _ _ SIGN - _ _ _ - C & G / «1 Co / / / / / _ , SIGN I INSERTA TEE uF�\ SDI CU INLET _ _ _ _ I lNV = 53775' 18"PL S lC _--------_111 --- =�SAN= - CO / ---- _-- - _ _ __ LLI — — — - -- __��---- - S_-I n I 10"HDPE(1% OUT=537.71'24"E lC -- - - - - -- 313 77 ' ------ v�o�= --=��___--Urn- --- --_ M�Q -uF \ SLOPE MIN.) I , / , 1 ` / IN,/ - - - - _-_ _ - _� � _ - - - -- -- -_ _ _ -TOP�44-66' ` \ 312 I l I / I I I , I / l I l // /_____ ____ - BERrOPl�C-_-_----w-1___-_-----------lN w s,34.04'24"PL_AS%(C\\ \ - \ G WbODED/AREA/ I I I I / l l l I / I I I /� , - - _ -_-- -------- - - - - ---IAT7y_5'34:01/'24"PLA3T7C`\ \ \ c a / l l l _ _ - - \ I I - - - _ Z - - _IAIV 91�T �5'.33�� 24 PLAST%C ° l I / PROPERTY QOUNDARY LINP ML 5,$1. - - — — _ - - -- -- _ I / _ INVlNJ=540.51'2------------ - - - - -- Wes' dNV OUT 540.2 24" PAS�IC - TT - - - _ _ - - LEND /Al _-534 8"P1/E - �\ \ \ \ I - - �..1_ -� \ \ \ �\ 1\ I 4N`V OUT 5-34-1 F 8 PV a - o 10 HDPE (1 /o / I I I I SLOPE MIN. \ I ) -MANAGED DOWNSPOUT \ 20 LF OF ACO S200K \ \ I I I II I I / STEED SLOPES \ I I I I I \ ? I I DOWNSPOUT / TRENCH DRAIN cy) `\ 548.2 LO Lo A p"q I '� tvKOTARSM y..d Lic, No. 0402048507 3/ 27120 OM E N 0 N N C > E w °� E W > Q LL t 0LL r\ w O ra ,-i cl� W -I-- M Q J U 00 a. J - Lrj N a > O N W N I O �x cy T ILL 0 Q � ,1 c =U >ko U) � a C � O ul a M a � 00 J t0 H 91 W 0 Z U O I-- Z U C) w 0 j z � O J W Lu CL W a z O W DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' 1 z ui CL 0 J \w Lu 0 Lu r w H� Q Q Q > z w ::) 0 0 0 0 J ,u < �< V J I V I -I J z 0 Q 0 LI_ z (D 0 Q 0 z 0 LL JOB NO. 44493 SHEET NO. C5.0 0 C 7 y U C d a 4 m N 0 a a 0 s 0 cu c cu a c `o 0 3 c 1 \ \ / / ARCEL l 32-4C vv \ \ PA EL lD 31�� 1 , 1 LIND SHAW EVA WILSON i tt 545.14' / I TC-v �� 1 1v BARRY I B�SWORTH Er Ah 1 / , \ -D. B. 284 ¢, PG 2131 D.B. 284 PG. 4� \ / ZONED R RAL AR A� ZO/�/� Rld_RAL AREAS - _ _ _ / \ i \ \ "'DECIDUOUS / \ /------PArRCEL ID 32- �9E ---- ----- 1- - r- T--- ---- _ — C�GW J. ICO'TAItBKI ' \ h h� �� / s \ I Lie. No. 0402048507 �_o A r ' I UNIVERSITY OF VIRGIN FOUNDATlO / "LOT L ,� 4"PVC I 1 I APPROXIMATE20�-' \ \ \ \ �, h h h , \----------__ �- D.B. 38 81 P jAN��4RY WATER LINE EASEMENT \\ \ \ I � \ >\ �' � � - •.__ _ _ � / - 1— 17. - - �\�\- lRF ` - ' - _ O 3/ 27120 � __NIP , P§E , CONTRACTOR TO SEE DB 208.5 PG 712 \ \ \ \ \ L� I � / / , / I \ A �JC. PLAT D.B. 2085, I \ lRF \ ► / / / \ ®1\iAL / / VERIFY TIE-IN TO I/' / / �2 I EXISTING SANITARY _ ---I _ 1 X.31 p\ \ \\ I / --- --- -- LINE IN FIELD / - - --_ -1 I i 1 INSERTA TEE� / \ 24„ PLASTIC �— i \ W — _ �1 315 `s \ � / v � I \ "' E \ o 316 _ I IRF I i = / / \ \\ < 0 \ ' INSERTA TEE Uru \ S CU B INLET cp-I I� �/) 1 w °� C _ _B I INV IN - 537.75' 98" PL �S77C I \ I v 3 - _ _ _ _ _ _ _ _ _ S _ �� I %I I 10" HE (1% VOUT=537.71'24" E lC I _ _ \\ ¢ LL 3 \ I \ o _ - - 313 SLOPE MIN.) \ / I W \, \ \ o / _-OP--544 66' \\ \ OF \ \ \ \I 312 ° o I J \ \ �\ \ w J U Cori O ` - - --lNt/iN - 534. 04' 24 "PLASTIC \ - \ = ° I 1 \ SS8 '� o rn F \ I W ily 5-34-0.8' 24'PLAS7TC` \ \ ` \ c / 1 ` _ _ - `fn -4WV 9(�T '3"6 24 PLASTTC _ I 5 ° , / / \ ` \ \ z a� M v ` �5 _ \ \ \ I I 4 d , ° o I I 1 z / lRF \ \ \ \ 0 U' a w ° -TOP--542- 25' \ \ \ 1 I QO - -W p I I / / I \ \ \ \ V c z c -_ Lav- lAl z34.30, 8"PVE - \ \ 1 ` G� I I \ , / o I T - \ \ \ \ \ \ I = Q ul O ll\lV OUT = 5-34-1 F 8"Pl1 ' � \ �\ 1 � I o / I J� 1 \ \ \ \ \ � c u� c� \ \ Z I / 10' HDPE (1 /o I I r , \ SLOPE MIN.) v \ 1 \I PARCEL ID 52-4D \I E w L \ I 20 LF OF ACO S200K I ' D.B. 1961 PO. 318 oo - - _ MANAGED \ ' II I -� ` ' I LINDA I SHAW & EUA WILSON L M IV I I 1 DOWNSPOUT i STEEf� SLOPES \ I 1 I I I 1 \ i TRENCH DRAIN DOWNSPOUT / I Q ss6 I ZONED RURAL 'AREAS \ o \\ \\ \ 1 1 1 1 I I I I c+� �t \ I ' S i \ I I I I I \ I � LO LO \ 1 I I I I G ' \ i I I i I \ CL U-) Am Omni \\ I I I \ \� ,\ \ I I I \\ , I I \ 1 � Z MIT Elm \ ► I I I N \� / \ \ PAFQCEL ID Ss 6R (PART 2) / ( \\ \ IVERSITY,OF Vlf�`s' lA FOUNDATION I I 1 1 1 0 Lu z\\\\\ \I 1 11 I I rn ,' D.B. 4957, 692cl� \ NED P NNED DE OPMENT , \ �� \\�\\ PROPOSED BUILDING I ' ' ' ��o ' INDUSTRIAL PAR It I I 1� \ 1 Lu o I I I I I / I 1 \ > w 00 12,360 SFI— \ I I I j' s I IRF 1 1 L \ U p METAL � M \ \ / I I I I ( I I I I I `II I• / I � 1 �% I/ h w I � � h I � / � � � J 1 1 � 1 z LO i I LO / I \ � 1 1 O ° i _ J I 11 / I I I r \� ` — — — `0 I �' 1 \ \ > DATE \ \ \ TOP=S/40.6 I I I I I I I I I 311I , / , ��`\ __�,, / I I I I w � n 1 1 1 > //V (W)� 539.$924"PLASTI / I I I I I III I z , , , —_ �, I I I I I I I � \ I 1 1 \ lN((N)- 39.96 95 P/Ask I I I I I I I I I c� �� i I 3 II� 0 1 \ \\ 1 \ `' O 1/21/2020 } I t w \ O 1 \ " I V OUT = 26,.42 30" PLASITIC / I I I I I III I I / � ' a / // 1 I ' ' ILO SAT DISHLO \ 10" HDPE (1% \\SLOPE MIN.) / / \ I I I I LI� I I \ / / p 10" HDPE (1% D01I�NSPO,IT ! \ \ r PARCE4 ID 32-4F \I • y 1 �,��5►� I m 24 C I I Q DOWNSPOUT SLOPE MIN.) I I I 308 \ \ \ I \ WINSTONS RUN, LLC 1 • I I I I ' ► ` 1 D.B. 4240, PG. 386 I • IFES p ' I ; ZONED RURA L AREAS INVOUT=524.99' I I \ a I I \ � \ \ \ I • �, 1 • • 01 I po I • 307 O� I I 00 Z_ \ /'I I \ 303 I I I \ < y52 1 z �, \ \ \ \ \ \ \ \ I \ I • I i \ 55.. pc \\ o v � I N \ 304 \ \ \ , I 1 / — — � �� —\ c.r 1 \ \ \ \ \ I l o c I I \ \ / ' INSERTA TEE \ 24 "- - co v, INSE TA CPP - -\v` Q cfl It / ICI �= C �� \ \ N 1 F \ \ I I \TEE � �, SPHALT / _ _ QIbC. S/W� \ I I I I I I I / I ' 1I I / \ \ � ,a _ — — _ \ \ — I I t I I l \ \ I I I , h /�D IRKING LOT / I _ _ _ _ — — — — \ l — u" ,� /' \ \ \ '\ I I \h�o' CL TO T1---- Id\ I I I I I 1 11 1' I c 1 \ / i \ \ I\ I / I \ 0T3 /► I I I I I I I I �1 I I _ _ _ _ _ ____ � �____ T— I �p ---- �� _--__/—`7 / \ o X _ / - - - _ _ - �` , PARCEL ID ;3Z-4H EMER_G1NG — _ , W I�ISTONS RUN LLC N ' I i — , , 1 I I I I I ; I ; TECIyNOL OGIES m - - - ' Q. B. 4242; PG. 386' �/ -------_-- �ZONEDPURAL AI?EAS CENTER — — — — — — — — — — — — — — — — — — — — — — —' / v 'cIN �-A mm� I I 1 1 I-----PA,ZCE� ID 32-19H-f---------, r \ I I I I I I I I I I I / I ✓ � / / / I I I ' � I I I I � ' / I I � I UNIVERSITY 77F �?GLlA � - — — — — —— -FQU\DATION _ / — 1"OPEN-SPACE»--____---- -- I — — — — — — - D. B.-289_2_ PG. 322 Nf--------- I l I I I I 151" CPFP /l I I / ' a I 1' ASPHA PARKING 4LOT— li I I I I I I I I I I I I I 12 10— ��II�� \ \INSET A� — 1 PARCEy ID 32-19H cl' � UNIVERSITY pF VIRGINIA FOUNDATION II LO LO—cI I i EP "'� 548.2\2 ETC-AQUST X ST. INLET TO `' D'. 2892, PG. 322iAaHINAILGRADING \1 PLAN. E�LACB EXIST. 11 400 I- I I I 9P I WITH DI-3C. I 8„ P� \ , J�' � — / Q l l l / l i i / 1 � TC I I 544.31' TC I 546.64' I x� TC I / I / APPROX. BUILDINGFACE / / , i 1 1 545.10' 5TC 6.73' I EF_ ET TC I I 546,09' TC TC I 5 6.93' 548.18' ' EP SCAl_E 1 P=201 I 1 548.31' 120' LTC 546.89 TC I I ?j 548.23' I I I I 11 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' z ui O W > W 0 W > N �i--i W {.ice 0 Q Q � z W p O 0 OLu z U<Q V) m z 0 a 0 Q z � O 1--1 0 z O H Q Z) JOB NO. 44493 SHEET NO. C5.1 0 z, U C a� N 0 cu m N C a Q T 0 a m a 0 t a c m Q c 0 m 0 3 c as �0 o O 2 z mO :2 2 02 c � E o a a o U� zN O 2 a x O w r 0 0 nY o •3 a c u U c a) o Y f4 = 0 �r U m a (cm is �U o c o � U -0 �N U)c o c U m Qo � 0 _E _ 545.01' �--- I \ \\ \---�\� \ \\ \\\ 1 \\ // ARCEL l 32-4C / LIND SHAW EVA WILSON i w -/ - \ \ PA EL lD 31 �� \ 1 I / 1 / / 545.14' ° / I \ � �� \ 1 1\ BARRY L' B(SWORTH E�` A� 1 I / , \ _ / \ �;B, 284¢ PG 2131 \ I 11_ \ \ / D.B. 284 PG. 4� `\ / ZONED RURAL ARAM ZOP\,LI) RURAL AREAS - � i 1 _ T_ \\ \ \ / - / / - 1 1 \ �o \ - 1--- - - - - - T - / \ \ 1 \' / / / \ \/\ I / O d L - - - - - - _ /-----PArRCEL lD 32- j'9E ----� 1--�- ----�- r-� - T--- 1 \ - / / \ \ \ ti h h s \ I _ _ Lie, No. 04020 850; / I / / G� % I 1 v sr8� cs I CD A v ��a H/ IUNIVERS,ITY OF VIRGIN FOUNDATlO I � o I � \ / � `so �, h� ,c� hh � �, h h � \ , , _ "LOT F A" I I - - _ ---- - - - - - - I I_NI D.B. 3881 PG. 28 / , �, -f I \ I \ _+ - - - ' -- -,= �/ _ _ �_ 17. _ _ l _� \ _ IRF / PLAT D.B. '2085, PG. �9 \ \ I / I I I \ IRF I / / / \ - _ LO�NAL \ \ 1 ' / 77 IRF V \ I IRF I I /' / I / I \ UFO \ 545.55' I I , I 543.43' CO / , _ III , - - - - - - - - - - - - - TC I TW: 543.39 I _ - - - 544.16 BW: 542.63 545.34' I ' w \OF TW:545.42 U)co I 'BW: 541.88 558 IRF v v f -W - \ TW: 545.76 I ` BW: 541.86 ' T \ \ \ WV OUT = 5-34-I F 811P11 \ ,\ 1 ` I I TW: 542.86 )PARCEL ID - \ \ BW: 542.41 TW: 545.00 I \ \ \ 1 I / / TC BW: 542.54 \ \ FFE=545.85' \ I' \ \I LINDA SHAW &EVA WILSON \ \l Y --__ MANAGED \ \ I I I I I I I I 542.42' I I 545.85' I 1 S 1/ D.B. 1961, PO. 318 STEEP SLOPES ZONED RURAL IAREAS \ \ 545.85' 545.61' 541. \ \\\ I I I I I \ I LO LO LO FFE=545.85' 1 FET5445.85% \ \� \ 1 \ \ / PA<CEL ID s 6R (PART 2) IVERSITY,OF Vlhs' 1A FOUNDATION D.B. 4957, 692 I I \ \ \ I NED PL� NNED DE OPMENT \ I► �' \� \ 1\ PJ;OPOSED BUILDING INDUSTRIAL PAR EX GI D TS. 5�5f 75 u"', I 1 12,�60 SF 54\1 .75' / PS: 5g 75 S I I I 1 1 / 1 1 - 3S I METAL I I I , I s I I IRF I 1 L0 \ LO w I EX ND 1 •+� / , � \ I , � � I 1 � � _ - / 1 54 I.63' o i _ J , / v I I I co \ - - Qc) Q) / / _ \ _ / , ' I I I I I I 545.30' hLO 1 \ ' ' ' �' I /' 1' I I I I // I I Lf) LO SA DISHLO `n / CONTRACTOR TO ENSURE \ I PARCEIa lD 32-4F l TS: 545.t 2 I POSITIVE DRAINAGE TO ( ' \ � ' \ LC 1 BS: 544,22 DITCH / LOW POINT WINSTONS RUN, L \ I 1 r r r I a 45.74' I_ I I , \\ 1\ D.B. 4240, PG. 386 II FFE-545.85' LP I \ ZONED RLYRAL AREAS 545.35' 544.74' I FFE=545.85' I \ I I \ 545.75' \ 1 a ' \ \ y \ \ 1 543.69' a a a 5�5.43TC 548.54' \ \ \ y53\ \ \ I \ I \ \ \I \ I\ ti 545.05' 544.19' I I TC \ \ \ I I 0 � I I a a - , I 548.16' L \ - \ \ \ U / 541,39' EX GND / 541.77' \ 544.90' I I 1 55 \ \ \ I T C 1 I / 'C� �� - iii \ \ \ \ O C I / cv) \ \ \ \ 547.23' TC 1 I 549.05' \ > \ \ 1 I 1 1 I I I I I EX GND \ h \ I LO A-4HALT / _ _ °' CQIbC. S/W 541.76' \ I ' h°` I ARKING LOT I TC \ \ I I � TC / / /5 / y.'I 542 55' 544.45' ` TC \ 1 1 546.60' �" �0 T2 T 1 545.73' 1 0 1 l 0T3 C) / \ TC 5 4 5.93' TC`TC T TC 544.40' 545.6 1 646.84' 1 I I I I 542.27' J 1 ITC I I I I I I 1 I ' 1 I I I 5 1.99TC ' 5 8.00' r _ - - -- - - - - �\ J/' / ` ' - J I I - - 1\ I1 1 ,,-� --__--------------1 I I , I , I I I I , _� 1 / l I I I I /,- - l� �'--___ -__lR \ / PARCEL ID;3Z-4H , 1 I I EMER_G1NG - - - - I _ , W I`ISTONS RUN LLC I I z , l ' I r I r I i TECIyNOLOGIES I l ' - - - _ - - - - - _ _� ' D B. 4242; PG. 386' �/ I I , / CENTER I l l-----_---_ _ - 'ZONED RURAL AREAS � / I I I , 1/'---------- - - ---- _- - -- `\/ 0--�� - --_ _- \ 1 I I I I I I I I I I PA,�CFLID 32 19N%-- - - - - - ' -- - - -- -' r U_Nl_VE�Q(tND74�lON lA TC / I I I I , 1 I I , / I l 1 r I I , ' , - - - - - - - ---- O•PEN- SPACE» _ - - t5543.95'/ If ,' / I 11 it / 11 1',------- D.B.�892, PG 322----------------- I 54101' TC N I �J 548.22' ; I I /TC -- -- 5 5.47' TC TC '' 541.18' 548.26' ASPHA4 I / lT I I PARKING, LOT___-- I-- ►��\\INSET EP / / / / I ,/ / // � 547.93' FARCEy ID 32-19H I LO �,� / / / I / UNIVERSITY gr VIRGINIA FOUNDATION ,' EP Ln �t d / ! / / /"PARCEL5 1 I 548.22' / / 1 `° -�* "'- / ETC-1 540.56 / / I, I TC � � � / l D,.B. 2892, PG. 322 I I I I TTC C 541.69' / // ' / 1 TC CD 54 -- -0.92 / I / / / , / ' \ 544.31' TC 1 hV 546.64' TC APPROX. BUILDINGFACE / / i \ 545.10' TC 5 6.73' EfE ET EP // I NPd I' l \ TC 548.22' 11 / b�� l I I \ 546,09' TC TC CAE 11, -201 5 6.93 548.18' EP I 548.31' 120' I \ 1 4(n1 I L TC TC ,' / I 1 / / I I I 1 1 I 1 II II \ \ \ \ 546.89' Tc 544.31' TC I I I I I / I I I I 1 \ \ \ \I 548. \ \ \ \ OM E N 0 N � > E '_ Q M LL _'_' 0 LL o L w �\ 0 ra .1 OC W t M d J U 00 Lu J - Lj N W (CD N zrNj P °'rznl O �x = U,x �N U > Ln a c ui rn NT >U M a� 00 J t0 I- 91 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=30' z W ICL 0 W > W C) U)^^ I- W 0 F--I U) Q 0 Q > n ''^ `\ vJ W z Z > 0 0 O � UQ w J Q Q Q z 0 z FZ 0 0 I --I Q 0 z 0 LL Q JOB NO. 44493 SHEET NO. C5.2 0 c y 7 U iv d 0 co m 3 N C ;s cu CL 0 0 cu cu a c `o 0 3 CL �0 � rY 2 CLZ m0 0 >, H `° a a � co(n m (n a oZ) °� cD . zN O � a � x o w V_ 0 a� o .3 n Y L� a o U U 2 c_ w0 =o E a L) Cu U Cu a a0 m - .U0 0 c cn o t (0 U 2 c N m � N 0 C U m 0_ 1 4-7 CFAIGV.T J. KO'TARSKI � Lic, No. 0402048507 3/ 27120 lc� NOTE: U -CONCRETE INLET SHAPING IS-1 TO BE`V0a7AL PROVIDED ON ALL STRUCTURES. -MANHOLE STRUCTURES OVER 8 FT IN HEIGHT SHALL REQUIRE A STEP DOWN STRUCTURE WITH 2" STEEL PLATE TO o E SERVE AS A SAFETY SLAB. REFER TO N o ALL VDOT STANDARDS. "' c a O > E Lu Lu °� F cn I— w uw Q 308: 24" BASIN - DOME GRATE m W aU. O STA 10+00.00 o U- ,� w TOP 543.80 � W = ; O O 2 rn INV OUT 539.50 (307) a_j-� p U C) X. 314 O o Lu 0 � co 3TA 10+15.77 O o z o rn r CD 555 555 0 Lu `" O OP 542.54 z o z °,' � moN"' NVIN537.82(315) QCDoe)m �pcnx U U NV IN 537.75 (EX. 18) m o r "' a J L w o' a v �o�� _ +�� EXIST. � I- �6QLOO NV OUT 537 71 (EX. 24) NoLO GRADE c vN z p c� cn Z f- O� U a Ln O Ln Q 550 550 550 `� z 550 550 550 o N j J p PROP. 0- ~ GRADE PROP. o w p EXIST. GRADE j w GRADE � 545 545 545 545 545 545 EXIST. 0 O O EXIST. SD GRADE PIPE 307 = U,) CURB TO TIE TO w INLET EXIST. 24" 540 540 540 540 540 _ CPP VIA 540 INSERTA - Z_ w 307 TEE w L 28. LI 19 OF u 0 PIPE 309 15" HDPE a TO TIE TO @ 1.77% z 5 535 535 535 EXIST. 24" 535 535 535 0 DATE 309 CPP VIA 315 INSERTA � 15.77' OF 11.11' OF 112112020 15" HDPE @ 19.80%° TEE DRAWN BY @ 1.00% 0 530 530 530 530 530 530 A. FONTAINE 0 50 DESIGNED BY PROFILE SCALE • • A. FONTAINE • CHECKED BY 0- 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 • C. KOTARSKI U • • PHASE 2: STORM 316 - EX 314 PHASE 2: STORM 310 - EXIST. PHASE 2: STORM 308 -EXIST. SCALE o N o is o H: 1"= 50' ix o m HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' V: 1" - 5' � � �a Un 300: MH-1 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • CO o M o dam.' STA 10+83.32 co CD mc�� Lo TOP 542.54 CO +) `' + INV IN 533.52 (301) U • z 0 0CD - Qa- Paz O INV IN 534.15 (311) in X �zz Oz z INV OUT 533.42(EX 24"CPP) M�oco Mw w �co 555 555 co o o � rn .- O m = O N �°'`o� U COIDLn� 2+N� CD �� D coo :2—LOz o ++'t O �L00 cr-)�FZ Z ola—OO J 550 550 545 U) ~ z 545 w ACO S200K / TRENCH EXIST. w DRAIN GRADE PROP. REPLACE TOP OF _ Q GRADE EXIST. STRUCTURE 545 545 WITH DI-3C AND 540 540 \ RAISE RIM w SANITARY ELEVATION TO EXIST. (� _ _ 540.75 1� SEWER GRADE w PIPE 3-2 J 540 540 535 535 0 Q O 300: MH-1 EX LL 2.3' STA 12+31.35 15.. CPp 119 313 3.2 TOP 542.54 is R OPF w Z 15"J HDPE INV IN 533.52 (301) @ 2. ° 535 @ 1 95 0 535 INV IN 534.15 (311) 530 47/ 530 OUry w 1.1' 311 INV OUT 533.42 (EX 24" CPP) w 112.21 ' OF O _ EXIST. 15" HDPE U Q Q WATERLINE 7@ 1.88°� , ^ � V/ w 530 530 525 525 ~ -j in ED Q 2 EXIST. O GASLINE z � 525 525 520 520 O 1- 4 0 < 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 z PHASE 2: STORM 304 - 300 PHASE 2: STORM TD - 300 PHASE 2: STORM 400 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' O VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 H \�J Z) JOB NO. 44493 SHEET NO. C7.0 550 550 PROP. GRADE 545 545 EXIST. GRADE 540 540 535 535 30 56.07' O 24" HDPE @ 2.19°/ 530 530 301 27.25' OF 24" HDPE @ 3.05% 525 525 L Lic, No. 0402048507 3V 21120it lc� r mE O O M U N ui N � Q O 6" CLEANOUT DOGHOUSE MANHOLE > E STA 10+32.04 E STA 10+06.29 1 = +' TOP 545.33 2 TOP 540.72 U v W INV IN 540.22 (BLDG-2) INV IN 533.75 (EXIST. 8") Q � o INV OUT 540.22 (2-1) INV IN 536.95 (2-1) o p O INV OUT 533.75 (EXIST. 8") Q � U 00z U 555 555 w — u' 0 a cc:,) N Z C7 w m O n X U U <� v`¢` w Ob cn= vN z O 550 550 = > ° O c� Q PROP. o N Lu L GRADE a ~ 00 J Q 545 545 BLDG-2 a 6.29' OF EXIST. GAS LINE � 6" PVC (CONTRACTOR TO o O @ 10.00% VERIFY DEPTH PRIOR = u') 540 / 540 TO CONSTRUCTION) o W 0 � EXIST. EXTERNAL DROP = GRADE - 1.11 CONNECTION ~ (SEE DETAIL) > LuN 2-1� 3.24' w 25.76' OF Q 0p 535 6" PVC 535 @ 12.70%1 O STORM �fl DATE PIPE 311 > 112112020 0 } 530 530 5 DRAWN BY A. FONTAINE DESIGNED BY • A. FONTAINE 525 525 0 • CHECKED BY 0 50 PROFILE SCALE • C. KOTARSKI • • SCALE • H: 1 " = 50' V:1"=5' 9+50 10+00 11+00 PHASE 2SANIITARY SEWER HORIZ SCALE: 1 o• � � VERT SCALE: 1 "=5 z NOTES: w 1. SANITARY SEWER LINES SHALL BE SDR-26 PVC. IL I..L O J STA 10+5.60 w STA 10+03.60 WATER METER STA 10+14. STA 10+17.70 > 90° BEND 45° BENDD 45° BEND w STA 10+00 STA 10+18.64 STA 10+00 STA 10+25.24 GATE VALVE W/ REDUCER CONNECT TO BUILDING GATE VALVE CONNECT TO BUILDING 0 550 550 550 550 ui PROP. GRADE PROP. > EXIST. GRADE F-1 GRADE 545 545 545 _ 545 0 U) CONTRACTOR TO REFER CONTRACTOR TO REFER > W TJ TO ARCH/MEP PLANS FOR O ARCH/MEP PLANS FOR CONNECTION ELEVATION CONNECTION ELEVATION EXIST. & FURTHER DETAILS Z O & FURTHER DETAILS w 540 540 540 GRADE 540 > OU TIE TO EXISTING WATER LINE TIE TO EXISTING WATER LINE O w GATE VALVE. CONTRACTOR 45° GATE VALVE. CONTRACTOR 45° TO FIELD VERIFY DEPTH VERTICAL TO FIELD VERIFY DEPTH VERTICAL U PRIOR TO CONSTRUCTION. BENDS PRIOR TO CONSTRUCTION. BENDS /1 2 J 535 535 535 535 Vim/ Q 2" TYPE-K 6" DIP COPPER CLASS 52 LINE z 530 530 530 530 O 1— 4 0 < 9+50 10+00 11+00 9+50 10+00 11+00 z PHASE 2 DOMESTIC LINE PHASE 2 FIRE LINE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' O VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 H NOTES: NOTES: 1. CONTRACTOR TO PROVIDE 3.5 FT MIN. COVER OVER PROP. 1. CONTRACTOR TO PROVIDE 3.5 FT MIN. COVER OVER PROP. DOMESTIC WATER LINE. FIRE LINE. / 2. CONTRACTOR SHALL MAINTAIN A MIN. OF 1 FT OF VERTICAL 2. CONTRACTOR SHALL MAINTAIN A MIN. OF 1 FT OF VERTICAL SEPARATION FROM ALL EXISTING & PROPOSED UTILITIES SEPARATION FROM ALL EXISTING & PROPOSED UTILITIES Z) 3. DOMESTIC WATER LINE SHALL BE 2" TYPE-K COPPER. 3. FIRE LINE SHALL BE 6" DIP CLASS 52 — JOB NO. 44493 SHEET NO. C 7.1 TIMMONS GROUP. 0 0 0 m-4 o UVAF DISCOVERY DRIVE (ZAO z o w ALBEMARLE COUNTY, VA OVERALL LANDSCAPE PLAN 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 -n DATE REVISION DESCRIPTION = rn A m A N 3127120 REVISIONS PER UPDATED LAYOUT & COUNTY COMMENTS D n D n Np V Om Z Z � � —nW AOA Nj C z O M m m n D m z m O D � D O m D D m D 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 I O � I \ - — — — — — — — — — — — — — — — — --- — — —\ ` / 1 / I � \ X X --I z G) G� m m O D D O / \ 0 -< / Z ' (�' 7� m x Cn z G) 00 c 0 Z O T� N 0 U 0 U) m 0 c Z 0 :. I I I I I I I I I I I I I 'I I� I I I III I \ — — UFO—� UFO— — -- �— 1 — -- W tv 4/ I o I C 0 ------------ G - ---- -- - O D � D o I I� 4_ -SAN TIMMONS GROUP. 0000•• I I I I I I I I I I I r- --I T �./ 0 M r n z � O > V D D m Z Z � r 0 z n D n � o m m z D - = Cl) MATCHLINE 1.0 MATCHLINE 1.1 1 I I I 1 I 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 r z m O -I� -4p z w UVAF DISCOVE 1\ 1 DRIE , '� r- Do _ rn n rn � A m m W A z o A �0 n =z A D \fV rn REVISION DESCRIPTION 1ATE 3127120 REVISIONS PER UPDATED LAYOUT &COUNTY COMMENTS LANDSCAPE PLAN 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. �Poo\ 50' BUFFER AREA s I � \ r' I I I II 553 u ' 5y4- 552 - - 551 - 553 i + + + + + + . + f\ + + T. + + + +T+T+� + + + 550'� i 552— 549 548 / I \ I \ - F - -546- - °r, ad ---544------------- _o I 543--- -- -I I PROPOSED BUILDING o / = 539 - / 537. 538 - 536---- 0 l,i:+F -I • (4) PLA OCC Ll TURF EXISTING TREES (151) CAR CHE (11) ILE HOO (27) ILE HOO (23) HYP CAL �- (62) CAR CHE (28) HYP CAL (15) ILE HOO (40) SED ALIT (94) HYP CAL (12) PAN SHD (6) PLA OCC DISCOVERY DRIVE (56) HYP CAL (116) HYP CAL (62) PAN SHD (52) HYP CAL (36) SED ALIT (33) ITE SPR _ (459) CAR CHE �-54 EXISTING PARKING LOT agm505Qii ,'s? (4) QUE PHE (56) HYP CAL (52) ILE INK (132) PAN SHD (18) I..JVD r-Ai (7) 7 (46) CAR CHE (18) HYP CAL (25) ILE HOO TURF E PLANT KEY TREES BOTANICAL NAME PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL GRE TILIA CORDATA 'GREENSPIRE' SHRUBS BOTANICAL NAME ILE HOO ILEX CRENATA 'HOOGENDORN' ILE INK ILEX GLABRA 'COMPACTA' ITE SPR ITEA VIRGINICA 'SPRICH' SHRUB AREAS BOTANICAL NAME PAN SHD PANICUM VIRGATUM 'SHENANDOAH' GROUND COVERS BOTANICAL NAME CAR CHE CAREX CHEROKEENSIS HYP CAL HYPERICUM CALYCINUM SED ALIT SEDUM X 'AUTUMN JOY' 2 SCALE 1 "=20' NOR 0 20' 40' O47 pNLTH OF F 'RANK W. H�I 03/27/20 w� pE ARCS 64 OM E N 0 N N C > E w E W < U- W o 0 L W O ra .1 0� W M < J U co J — Lrj N Wrj N V z1- ;'m �O x cy 0Q �� U j ui urn N >U M LL � 00 J t0 vi Z) 0 Q9 Z) O 0 w w_ U Q z O U) O DATE 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' ui 0 j Q J W � � Lu > O a- O U W J Q U UQU) v' W m z II--q C) Q� JOB NO. 44493 SHEET NO. L1.1 O C 7 Q N > y C d 0 co m 3 m N 0 2- C o_ c m 0 0 co cu I - If .Q CL 3 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: 7 HEIGHT VARIES WITH PLANTS 12" MIN. (DATE) (DATE) 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 GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE 5/1/06 Page 1 of 1 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. 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 PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1 A SLOPE OF SIDES OF PLANTING HOLE TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT V I/"�IVIL I LI\ DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE PHASE 1 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY PLA OCC 1 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 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 1,362 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271/A0 = 30,927 SF 30,927 SF 164,574 SF(EXISTING) _ CANOPY 165,936 SF PHASE 2 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 13,620SF QUE PHE 4 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 1676SF TIL GRE 7 TILIA CORDATA'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 2016SF = 17,312SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ILE HOO 78 ILEX CRENATA 'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 30" HT./SPRD. CONTAINER 36" o.c. ILE INK 52 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 30" HT./SPRD. CONTAINER 36" o.c. ITE SPR 33 ITEA VIRGINICA 'SPRICH' VIRGINIA SWEETSPIRE 30" HT./SPRD. CONTAINER 36" o.c. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING PAN SHD 206 PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS 24" HT./SPRD. CONTAINER 24" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR CHE 718 CAREX CHEROKEENSIS CHEROKEE SEDGE 1 GAL. CONTAINER 12" o.c. HYP CAL 461 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" O.C. SED AUT 76 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. 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 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. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED DISCOVERY DRIVE 423 LF 1 LG TREE PER 50 LF 423/50 = 8.5 9 LG TREES 9 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 23,806 SF 23,806 x .05 = 1,191 SF 1,191 SF 2,875 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 72 PARKING SPACES 72/10 = 7.2 8 LG. OR MED. SHADE TREES 12 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 24.2 AC (GROSS SITE 10% COVER 24.2 AC x .1 - 2.42 AC = 105,416 SF 686,265SF(EXISTING) +17,312 SF(PROPOSED) AREA) 105,416 SF =703,577 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. INSTALL SHRUBS SO THAT TH— TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1-; ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP %3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORA7 SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE — OF PIT SHRUB PLANTING NOT TO SCALE 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 /,C_:�PLTH OF � � r W. [I r Wo. 14 M 7 03/27/20 w �SC 9p E AR M E 0 0 M U N Ui N � > E w Q E uw U v Q �! 0 o U_L � w O ro cl' W L M a_j Uo0 w J — Ln a > o N (3 W N zI_ O x o a � w V7 U N = U > Ln a . CLn rn O N Q _ r1) a-Q- 00 J CL O Ll z O H U w 0 z O V) w CL 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A Uj H/ J 0 Q LLB Q cl. W~ 5 LLJ > O o w 1— O U -i tY � z U ��// �� w m w a 0 aU a V) U_ z Q a JOB NO. 44493 SHEET NO. L2.0 -0a 0D =0 o �W 2 Z 00 2 2 02i T � 00 -_ C: 0 ON ao 0= Z0 0� �Q X �0 0 o w ~5 O Q= o .§ n 0) 0� U Y U (� U X 0 a)o O U 2 � to co C �0 �o E �7a U N O U O 0.2 O U 2 CN IU O U (� O Q� o�