The URL can be used to link to this page

Home My WebLink AboutSDP202000009 Plan - Revision 2021-06-10UVA FOUNDATION -DISCOVERY DRIVE DEVELOPMENT SITE DATA TAX MAP PARCEL AND OWNER INFO: PARCELS 03200-00-00-019E0, 03200-00-00-006R0, AND 03200-00-00-019HO UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP) AIRPORT IMPACT OVERLAY ENTRANCE CORRIDOR OVERLAY REFERENCE "ZMA200500003" (APPROVED 3/10/2010, INCLUDES PROFFERS) MAGISTERIAL DISTRICT: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504)885-0920 CONTACT: MICHAEL W.DORSEY CONDUCTED: 9/18/2019 AND 4/23/2020 DATUM: VERTICAL: NAVD88 SETBACKS 'PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANDSCAPED) FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO COMMERCIAUINDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE BUFFER AREA: (PER PROFFER 7.2 & EXHIBIT K OF ZMA200500003) 150' ALONG REAR BOUNDARY 50' ALONG SIDE BOUNDARIES STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: 32-19E: OFFICE (RESEARCH, LABORATORY) 32-6R: VACANT PROPOSED USE: 32-19E: PHASE 1 OFFICE (RESEARCH, LABORATORY) ±10,745 SF, 3 STORIES, ADDITION 32-6R: PHASE 2 45,220 SF METAL BUILDING FOR RESEARCH (INDUSTRIAL WAREHOUSE) 10,000 SF MEZZANINE: STORAGE + 4,500 SF OFFICE AREA EXISTING PARKING: 32-19E: 176 SPACES 32-6R: 0 SPACES 32-19H: 134 SPACES REQUIRED PARKING PER ORDINANCE: 32-19E: [REQUIRED FOR EXIST. BUILDING PER APPROVED SDP 200100047] = 75 SPACES [ADDITION, OFFICE] (3 FLOORS X 7,163 SF X 0.8) X (1 SPACE 1200 SF) = 86 SPACES [ADDITION, LABORATORY SPACE] = NO ADDITIONAL PARKING REQUIRED TOTAL: 161 SPACES 32-6R: [45,220 SF + 5,500 SF LABORATORY SPACE] 18 EMPLOYEES X (1 SPACE/EMPLOYEE) = 18 SPACES [4,500 SF OFFICE] (4,500 SF X 0.8) X (1 SPACE 1200 SF) = 18 SPACES TOTAL: 36 SPACES 32-19H: [EXIST. BUILDING] = 100 SPACES TOTAL: 100 SPACES PROPOSED PARKING: 32-19E: 175 SPACES 1 SPACE REMOVED FOR PROPOSED HYDRANT ISLAND 32-6R: 39 SPACES 32-19H: 100 SPACES 34 SPACES REMOVED FROM PARCEL FOR PROPOSED DEVELOPMENT ADA PARKING REQUIRED: 32-19E: 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2015 VCC) 32-6R: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2015 VCC) 32-19H: 4 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2015 VCC) ADA PARKING PROVIDED: 32-19E: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) 32-6R: 2 SPACES (1 VAN ACCESSIBLE SPACE) 32-19H: 5 SPACES (1 VAN ACCESSIBLE SPACE) PROPOSED BUILDING HEIGHT: 32-19E 45' 6.5" 32-6R 38' 3" TOTAL PROPOSED DISTURBED AREA: 3.41 ACRES IMPERVIOUS AREA EXISTING: 0.56 ACRES POST PHASE 1: 0.83 ACRES POST PHASE 2: 2.25 ACRES FINAL SITE PLAN SDP202000009 (REFERENCE INITIAL SITE PLAN SDP201900059) NOTES: 1. PROJECT TO BE DEVELOPED IN TWO PHASES. SEE SHEET C2.0 OVERALL PLAN. 2. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING & INDUSTRIAL SPACE ITE CODE: 710 AMOUNT: 55,220 UNITS: SF (GFA) WFFKIIAY ADT AM PEAK HOUR PM PEAK HOUR 836 IN 105 OUT 14 TOTAL 119 IN 24 OUT 116 TOTAL 140 UTILITY DEMANDS WATER FLOW FOR PARCEL 32-19E (AVERAGE DAILY DEMAND) 3 STORIES X 10,745 SF X 250GPD 11000 SF = 8,059 GPD AVERAGE HOUR = 8,059 124 = 336 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 336 X 3 = 1,007 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 2,015 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 3 X 10,745 SF X 250GPD / 1000 SF = 8,059 GPD COUNTY OF ALBEMARLE, VIRGINIA WATER FLOW FOR PARCEL 32-6R (AVERAGE DAILY DEMAND) 4,500 SF X 250GPD / 1000 SF = 1,125 GPD 60 EMPLOYEES X 25 GPD/EMPLOYEE = 1,500 GPD AVERAGE HOUR = (1,125+1,500) / 24 = 109.4 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 109.4 X 3 = 327.1 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 656.25 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 1,125 GPD + 1,500 GPD = 2,625 GPD i/zi/zozo LAKE ACRES aso MCMURDO ce Q SITE )NE LOCATION o ° S oAker Wade Power Technologies AIRPORT INDUSTRIAL PARK 0 University of Virginia Research Park... ��s and gMMa JW Townsend Q Landscapes 0 Center for Applied Biomechanlcs Fabrics NORTHSIDE INDUSTRIAL PARK Nortna:k, °. VCrutchfield Corporation 0� VICINITY MAP 1-1000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 NOTES & DETAILS 4 C1.4 NOTES & DETAILS 5 C2.0 OVERALL PLAN C2.1 EXISTING CONDITIONS 1 C2.2 EXISTING CONDITIONS 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 --PRIMPIPF 01010101-ft 1'! 1, C4.0 LAYOUT AND UTILITIES 1 C4.1 LAYOUT AND UTILITIES 2 C5.0 GRADING AND DRAINAGE 1 C5.1 GRADING AND DRAINAGE 2 C5.2 ADDITIONAL GRADING SPOT SHOTS C6.2 SITE DRAINAGE AREA MAP C6.3 SITE DRAINAGE AREA MAP 2 C6.4 STORM INLET AND PIPE CALCULATIONS C7.0 STORMWATER PROFILES C7.1 UTILITY PROFILES L0.0 OVERALL LANDSCAPE PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS L3.0 PHOTOMETRIC PLAN L4.0 LIGHTING CUT SHEETS TOTAL = 27 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 DISCOVERY DRIVE DEVELOPMENT 2020 3.4 87,455 TOTAL 48.5 689,142 488,151 ACREAGE APPROVED GSF DEV. GSF CAPACITY 307.0 3,700,000 3,700,000 DEVELOPED/SOLD 48.5 689,142 488,151 TOTAL REMAINING 258.5 3,010,858 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 1:17_10I:1algLY_1N1LTA Iqi!ll APPROVAL DATE "44' ca 1 U CRATGW, I I{O'CARSKI Lie. No. 0402048507 D ES, 6110121 a� 0 0 (D 0 0 ce 0 w w U Q z 0 in > o' 0 r z O f f H �IoJ OtN V O Q ti rV \ rV ti 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z LLJ o 0 a JN_ L\LI = 0 L1j 3 0 N 0 0 LL1j / c N_ 0 a Q � WL N W L\U / p U `o O -1 ° J LLI 3 U (!) w p , o Q V 2 a 0 1 ` E z D 0 0 o Z Q o 0 � `o z o 0 0 N_ LL L Q / ~ E JOB NO. 44493 SHEET NO. CO.0 GENERALNOTES LEGEND ROADS mSTORM PIPE & STRUCTURE NO. 7�0� DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK I■ � �. CLEARING LIMITS - - 200 - -- EXISTING CONTOUR - 200 - PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TIC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT SEWER (5y--S EXISTING SANITARY SEWER ACSA GENERAL WATER & SEWER CONDITIONS WATER EXISTING WATER LINE GRADING TIC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 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 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 2009 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 BEACH IEVED. 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 A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. Q 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. sT-1 N4 GRADE 60 REINFORCING ROD ENCASED IN • N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED T BY T THE ENGINEERRUBBER OR . (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) " CORROSION RESISTANT MATERIAL V M1� FF�*4 REINFORCING ROD TYPICAL SECTION M1" f yY iV I " STEPS WILL BE REQUIRED N AL STRUCTURES WITH A DEPTH OF I 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ' ♦I/ • ALL STEPS SHALL PROTRUDE 41/t' FROM INSIDE FACE OF m STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHAD WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN y ��, R EXTENDED 4/i' FROM THE FACE OF THE SUPPORT. STEPS ME TO BE VERTICALLY ALIGNED AND U FORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. TYPICAL SECTION (DIMENSIONS MAY VARY WITH IN PRECAST UNITS STEPS MAY BE CAST N PLACE, MORTARED MANUFACTURER'S DESIGN) INTO HOLES PROVIDED B THE FABRICATOR, OR ORNEN. 1K MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT p SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS * FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL +4 SPECIFICATION TC-C-00498A R ALUMINUM STEP SPECIFICATION REFERENCE STANDARD STEP ROAD AND BRIDGEV STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 1o6.oe GENERAL Pet 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PPE. 3. X - WIDTH OF CLASS I BACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. % - 72- WFERE 6 IS LESS THAN 36". % - 0. WHERE CIS 36' AlD GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. S. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PRE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15- OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT NET (DI-13) OUTLET PIPES INSTALLATIONS ELLIPTICAL PIPE 1. SI - OUTSIDE SPAN DIMENSION OF PPE. 2. S2 - INSIDE SPAN DIMENSION OF PPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S2 IS LESS THAN 36". X - 18" WHERE Sp IS 36" AND GREATER 5. WHERE DIRECTED BY ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORM& EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. S. REGULAR BACKFLL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15-OR LESS. PIPE ARCH I S - SPAN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TARE FOR APPLICABLE PIPE MATERIAL 4. X - WIDTH OF CLASS I BMKFILL MATERIAL BEYOND THE EXTREMITY OF THE RIPE. x - 12" WHERE S2 IS LESS THAN 36". x - 18" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15-OR LESS. 6. REGULAR BACKFU MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFLL MATER& FOR ALL FOUNDATION TYPES FOR ROUTINE ENHANCE PPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. SPECIFICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES ROAD AND BRIDGE REVISION DATE SHEET 1 OF 1 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 10].00 PB-' NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - GROUND LINE x GROUND LINE x �_ GROUND LINE x r rrrrEARTH ROCK OREARTH • UNYIELDING pSOILBEDDNG QDX MIN. 1/10 D % BEDDING MIIN. p X D X BEDDING MIN. 1/10 DD MATERIAL MATERIAL �x F24" MIN. BE*MAX FOUNDATION SOFT, YIELDING, NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 TOP OF FILL TOP OF FILL TOP OF FILL - ...; rrrrrr, rrrrrir ... - - •.;y,:;: rrrrr rrrr f - rrrrrrrrrrrrr rrrrrrrrrrrrrr - rrrrrrrrririr rrrrrrrrrrrrr - o rrrrrr, rrrrrir ;., .:.•.. _ C ;:r;}:;: rim rrrrr :::•i:{%.; - frr rrr .. - ,'i'i\ ^G'• • • N=':r; rrr I rrr titi•J/'•.1 = rrrrrrrrrri rrrrrrrrrrr - GROUND _::. rr rr>}:;:I�''' GROUND '�' =rrrrrrrrrr rrrrrrrrrr= d - :• LINE •o - �; �:•:•i:•:•i . r ; Vi• :�::titiv+i p -•: LINE = rrrrrrrrr d rrrrrrrrr _GROUND - I - : EARTH ROCK DR MIN. 1/10 D - UNYIELDING n _ LT MIN. 1/10 D X D X BEDDING _ - SOIL EA _ MATERIAL V OFX 0 X MIN. 1/10 0 D BEDO C EARTH IN.8". BEDDING MATERIAL MA%. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE NOTES: SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING. CLASS I BACKFILL MATERIAL IN ACCORDANCE •:v:ii: SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. rrru FOR PLASTIC PIPE rr�� FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL. AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. `V00T A COPY OF THE ORI INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROM AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 V CRAIG W J. KOTARSKI LiD, No. 0402048507 AN 6110121 :k 4, M E CD 0 rn u N 6 N C > E w ° E Lu LL o 3 pU.- w 0 `6,^H-I K W L F Q< J V m W J -� M U W oN D v 0 �x LL 0 Q v N = � N F U Q Ul C N 0 O1 N N M d ,;j- O7 J CDU-1 f H DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A TF ;:2 0- 1 1= O43 m J ti LIJ / > LU 0 L 0 L\u 0 FL D C m 0 I-� a N 0 07 n > J_ z ~ W \ � OU LLI 0 n 0 4 w J 06 3 UQ 07 a ,^ w V 1 W 00 CC�7 Q Odz wo 62 z 9� �N a8 O 0 0 N 3 z h o� Q � a 0 D O 0 z �_ D O '§ n m O�N E X 1= d dh \ U D o E 6 S� 06 a 9 Nc !e a 0 o JOB NO. 0.2 44493 N p C p SHEET NO. n o C1.0 = E GRASSPAVE2 Firelane Detail Use this detail for delineating a GrasspaI firelane GRASSI STR C01 GMVEL MORTAI ETC. MARK INTE( REMC (BYO GRASSPAV SIRU9 MASS (RAVEL ROADBASE RESUME I i ----------- ------------- BUILDING STREET -------------- i FIRELME EDGE TREATMENTAAEAS NOTE: THIS DETAIL IS SCHEMATIC N NATURE. DEARER SHALL SPECIFY SPACING AND DESIGN OF EDGE TREATMENTS. SPACING WILL VARY WfM TURF TYPE, SLOPE, FIRE DEPARTMRNT REQUIREMENTS. ETC.. NOT TO SCALE GRASSPAVE2 1v NV 519LE5TRUCTURES Invisible Structures, Inc. GP2Firelane1 i.dwg REINFORCED TURF DETAIL No Scale I K191 TRANSITION BETWEEN PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ME ENCOUNTERED. ONCIIEfE AVER DED COMES FIRELANE M CONCRETE I, HEJGHT ES H CONCRETE CURB GRASSPAVE2 RRSUME LAND CE Mg1N1ED LANG UPLGHffHT BCX__MD/LIGHT RXTURE COMPACIFDSANDY rM1AVEI ROMBME STRUCTURES 303-233-8383 www.invisiblestructures.com V4.1 f~1'� 1.5" DIA. GALV. NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO T-0" BE MOUNTED TO BUILDING FACE. 4" MAX SL P qg SHOWN IN PL J MAX. 1:12 1 a - _- 4. III -III III III III 4 . -III -III I III III�i�IIIIIIIIIIIIlll11l�1 III III III I I-III-III-i „III 1 III -i111�111 III -III I' MAX 6'- CORE DRILL CONCRETE FOR HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale EXISTING PAVEMENT PROPOSED PAVEMENT F a SAWCUT THROUGH 0-MATCH EX. CROSS _ U EX. SURFACE W SLOPE UNLESS OTHERWISE X COURSE x SPECIFIED ON PLANS LU & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2"+ COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO CONTOUR OF PIPE I I I I � SLOPE EETTO DRAIN TO AVERT SECTION A -A PIPE METHOD OF TREATMENT IN DROP INLETS 21/T, - 10 GAJGE OR o - 21/Z" - 12 GAGE Y,F" HEXHEAD SOUARE TUBE SIGN POST - - -- _ • Y4' HEXHEAD ° Ys"-16 GRADE 8 SERRATED V2- 13 GRADE 8 p t T FLANGE NUT TORQUE FREE BOLT P / (SEE NOTE 1) II 1 UPPER SLIP BASE OR 1 TOORQUE FREE BOLT • CAST IRON SLIP BASE I� % YK" FILLET - WELD - - (SEE NOTE 1) (SEE DETAILS) - CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 01-3A, 3B, 3C HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED GG-2 FEET) DETECTABLE WMNING SURFACER(AREA IN SQUARE RDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MA% THE REQUIREMENTS OF THE SPECIAL PROVISION FOR DETECTABLE 8:1 MAx NDARDS AND, WARNING SURFACE MID SHALL BE SUBMITTED TO THE STANDARDS SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• 4. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER &ONG PERPENDICULAR BOTH SIDES OF THE RMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". B. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 ;5 -T 1 _FOR DETAILS OF INLET EXPANSION JOINT - or . IY .....��1��1 INN ... -:.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,. lam CUNST. BARS JOINT BAR G o� BAR 2„ z ARS F 51T � I AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 MAX KEYED COMMIT. JOINT CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, L-VARIABLE - MAX. 20' • WARPED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS GUTTER SHOWN ON ALMS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B 2'-0" S' 2'-6" 8" }•-p•• 2" BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE - B i' BARS A APPROACH HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL h g GUTTER UNOBSTRUCTED ySTABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -11 ACCESSIBLE ELCMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED w!r AND USED BY PEDESTRIANS. it _ ___ T• S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT=AT B S G - THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND - - -5• NNX THAT THE SLOPE AT THE CONNECTION Oi THE CURB OPENING IS I PERPENDICULAR TO THE CURB. * I 41W DIMETER BANS E 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMNOT WEEP HOLE FRONT ELEVATION •• " •• BARS e ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCKBANS i TRAFFIC, REFER TO STMDARD CC-13, COMMERCIAL ENTRANCE (HEAVY4HIGHER THAN - - (CUTTER REMOVED) 1/4" ;•-p^ TRUCK TRMFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT I 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX , SAME AS TOP OF CURB L>• SX'/4" BENT PLATE SECTION B-B THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHMED USE PATH. V. V. Pst'K 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),TYPE C.,A 4' x 4' LMDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIRPARALLEL &PERPENDICULAR -„/:INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' TYPE A NOSE DISTAL SHALL BE USED WITH CG-3 M CG-7 STROARDS.• L2%z'X2'// 'XI/4" LANDING AREA MAY INCLUDE THE GUTTER PAN. --- G&VANdRD 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME TYPE B NOSE DETAIL SHXL BE USED WITH CG-2 6 CG-B STIROARDS. TYRE A ICURB AT ENTRMCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" C-C O B TO X a" STUD SHEAF CONNECTOR WELDED WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD ~ O O O O O O z CXVANITOR PLATE FOR TYPE A TO BE BENT ION MANGLE OF 88'30' TO ANGLE IRON AT 2'C-C. -MODIFIED AS RECOMMENDED BY THE MMUFACTURER TO MATCH CONNECTORS AND IS TO BE ANCHORED WITH /R" % 4" STUD SHEAR NOSE DETAILS THE BACK OF CURB. - 0 0 0 0 O 0 0 O - WELDED TO BENT PLATE AT 2-C-C. 2„ V 00 000 00 00 O O O - .PAVEMENT LANDING RAMP Ni� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 01-3A L� DI-38 L d-3c L WARPED PAVEMENT + ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - -- - H -------- 50Y.-65% OF BASE DIAMETER 00000 0 0 0 0 0 0 0 0 0 0 x x I FLOW x FLOW I FLOW T-0" DETECTABLE WARNING o SEEAT BACK NOTE 112. BASE DIAMETER LVARIMLE F0.L WIDTH OF RAMP FLOOR _ I I I DETAIL WHEN USED DETECTABLE WARNING TRUNCATED DOME PAr LIMITS INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER DETAIL BOTH SIDES TO BE SYMMETRICAL \VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION �VDC7T STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS ROAD -4) BRIDGE STMIDMDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 203.05 0]/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 IO{.09 CI q-1 '/z SECTION CAST IRON /X SECTION STEEL A 5'MN LUGS TO BE 2 7 NOTES- w5 DOWELS. 8" LONG PERMISSIBLE 112� CAST WITH T- L 21A p-4. EO 1. DEPTH FOR INLET fH) RE BE SHOWN ON AT 12" C-C CONSTRUCTION STMDMDDD'ATH GREATER THAN 10' USE 5' MIN. JOINT 120 M'ix'->• ,i B 4• MN O1 B A ppp 171 MAX ''S- 12:1 MAX m n J WITH BUFFER STRIP a 61 OPTIONAL RAMP � RMP (SEE TABLE) A (SEE TMLEI TRUNCATED DOMES SEE SHEET ICE 5 FOR DETAILS 5TO MIN TO SHAPE MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20:1 48 :1 2 "MIN2'MI". SECTION A -A PERMISSIBLE x CONSTRUCTION x JOINT m 0 u SECTION B-B WITH BUFFER STRIP BRACE R6S CANT GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS I INCLUDING INCLUDING LUGS (CONNECTOR B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTF LL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN 'H" DIMENSIONS ME APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHILL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHMED N ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ILL MATERIALS INCIDENT& TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2' '/M" z 1/M" z 4"J IA.. X 4" STRUCTURE. 4-2 LUGS 12" 9%a' I STUD SHE 4. IN THE EVENT THE INVERT OF THE ,�M y CONNECTORS - (GRATE REMOVED) OF THE OF THE STRUCTURE THE THE SEE DETAIL A 5'uIN „ OF THE CEMENT STRUCTURE TOIL PREVENT STANDING OR PONDNG OF WATER IN THE SECTION B-B STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL " MN RAISED TOINLET(SHAPING IS TO BE INCLOUDED TTERNG IN THE BID PRICE FOR THE STRUCTURE. 2 WITHOUT BUFFER STRIP y DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WIEN H IS V-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STIlOARO ST-1. y DETAIL B S. THIS ITEM MAY BE PRECAST M CAST - DETAIL A Dl I" -PLACE. :uRB y CROSSWALK 4'-2" Lam'-J HARDWARE CLOTH »PLACED /' DEPTH ABDULI 2,_e„ 1'-3" SEE DISTAL 7• #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE NT TO ABUFFEN ALL AREAS EM CONCRETETOPREVENT A 4• s9uAa LANDING eaEA 88, k78 OR - SETTLEMENT. N LIEU OF DOWELS R R • auTVOE a< Tx4vELw4r s _ k8 z 8" WIDTH = A 2"X4" NOTCH MAY BE PROVIDED. CROSSWALK cuRB 6HAL eE PRovmtO Fax 4 �' r `•' SEE S74MARD T-DI-3, 4 FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. PERPEWITHN THE ClmsswNX ua a� A ' f SEE INOTEEB �� F m '11TERNATE DESIGN. SEE SHEET 1 OF 5. S. I NTHN THE NAMED r ,• rJN CROSSW&z AREA nlr I D. COLLAR WEEP HOLE T 8, 3" DIAMETER WEEP HOLE WIT 12"XI2" TYPICAL PLACEMENT CURB L THE REQUIRED LENGTH OF A PARALLEL RAMP SUFFEFx z z PLASTIC NARDWME CLOTH MESH IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'SDEW&K TRP �� 12• N OR GXVANI2ED STEEL WI �.IINMUM SLOPE. 16"-16" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 8" CURB 0 a 6 1 5 2 5 8 3 6 9 4 8 2 5 10 15 8 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK ? mrn HARDWARE CLOTH ANCHORED FIRMLY LANDING 46:IMAt. DIAGONAL PLACEMENT NN in OQ �� + TO THE OUTSIDE OF THE STRUCTURE. SLOPE - > �• 1 9. CAST IN PLACE CONCRETE IS TO BE LANNNG 48.1 MAX LANEW 4sN MAX. W' 'd • > � > p . CLASS A3 (3000 PSI). PRECAST MORE SLOPE CONCRETE IS TO BE 4000 PSI. CURB -- 1;'IL _Ill" �I� 2"I I 10. MY ALTERNATE METHODS OF ANCHORAGE S. Mp J CURB SECTION A -A 'n` 'n` +il-;'-•' MEETING THE APPROVAL OF TIE ENGINEER SEE DETA L B <� cftosswALK 'a•T CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON M-1 LUGS M SHOWN HEREON. = CROSSWALK �'o;) 12" oNCgETE PPE - 1.4{0 CU YD CONCRETE APPROXIMATE WEIGHT x O = m 15" CONCRETE PPE - 1.528 DU. YD. CONCRETE 71/ ^ �� • CAST RON 11. DUMP NO WASTE DRAINS TO WATERWAY GR&s . 18" CONCRETE PPE - tS20 CU. YD. CONCRETE M GRATE 383 2 18 LBS LETTERING IS REQUIRED ON ALL DI-1 CONCRETE CURB II N II cuxe 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D GRATES. BYLMANUF "ACTURER LETTERING MAY WITH BUFFER STRIP 0 ADDITIONAL FOOT OFD. FER DEPTH- GRATE DETAIL WITHOUT BUFFER STRIA' EIFICG-12 DETECTABLE WARNING SURFACE SREFERENCE" �VDOT STANDARD DROP INLET BREFIFGATION ROAD .. BRDGE STANDARDS REFERENCE TYPE B (PARALLEL) APPLICATION 105 SHEET I OF I REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 X)4.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 HALF PLAN VIEW j- -{- SEE ROAD PLANS MI7-1 MAX. 6'-0" MAX. 6'-0" GRIPPING SAL FOR RETAKING HR-1 X WALL THICKNES 41/y' O.C. Y4" NIPS PIPE PICKET WALL DETAILS. ,_ ,y �R I� 4'/e" O.C. T/N" SOLID PICKET MAX. 8'-0".y�MM. 6'-0" I IIRII-IIRII TII Ir r'R/tLN'A " DIA SOLID STEEL SMOOTH �I T I 2,-0„ �II II II STD ROD DARD(P PIPE OR %..-13 USS FLAT WASHER w HARDENED, TEFLON COATED SEE STMDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B %"-13 USS FLAT WASHER WASHER SHIM 13 _w 4" MAXIMUM STUB HEIGHT (2'/2" RECOMMENDED HEIGHT) STANDARD MI NOTE: THE TOP OF MASONRY IS TO BE LEFT GRADE FLANGE NUT B LARGE FRAME 4 COVER SUFFICIENTLY LOW TO PERMIT PROPER %"-16 x 31/2' GRADE 8 HARDENED, TEFLON COATED ADJUSTMENT OF COVER AND FRAME TO FLANGED SHOULDER BOLT WASHER SHIM GRAPE BY THE USE OF MORTAR OR - BRICK AS DIRECTED BY THE ENGINEER. SLIP BASE BREAKAWAY PROFILE DETAIL 2•_0„ " FLAT WASHER o /2" - 13 GRADE 8 LARGE FLANGE NUT p, 0 w 8" 2.52- Cry n X u� 0 io FLAT SLAP TOP AS DETAILED MULTI -DIRECTION& COMBINATION ¢ "� ON T-MH-2 MAY Bt MCHOR/ SLIP BASE PLATE = FOR TAPERED SUBSTITUTED FOR (FOUNDATION B) OR �- _ J R L SECTION WHEN APPROVED BY MULTI -DIRECTION& COMBINATION A e -; •(FOUNDATION THE ENGINEER. ANCHOR/ SLIP BASE PLATE - SOIL i" F C) SLIP BASE BREAKAWAY DETAIL 0.3125" R MINIMUM WALL N C F L A YR �A THICKNESS f- 6A1 IS 0.34" O 4'-0" MATERIALS: E ALS: R TUBE RECEIVER - NOTES: MAT S' S: GADGE f "' SHAPING WI MANHOLE AND INLET INVERTS N ACCORDANCE FWITH IRED ASTD A T THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT RE PIPE IS ABOVE AVERT OF `\ TO INVERT OF GRADE BAST& R "R STRUCTURE. OUTLET PIPE (T F // As72 GRAPE so _ (TIP.) L RED( -TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL IN ACCORDANCE WITH WITH LAPPLICAB E STANDARD ORSPECIALRDRAWING. // > °w FORGING SLIP BASE TOP FOR 2 SQUARE POST WITH THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A Cn� I�2 GAST IRON LOCKING WEDGE CLASS PORTL ND CEMENT CONCRETE MIX CONFORMING TO CLANS AT OR / v 1YM' C1I EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4' INDIAMETER ANDCONSIST OF STONE, BROKEN BRICK, BRDIEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE .'i:x Y4" HEX f::: • TOP POST RECEIVER/ 2) )'" SHALL BE EFT SMOOTH TE MEALS E HAND TROWELLING. NONE I I I HEAD OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED..•I.4•' FOR 2�2" SQUARE POST 4 - • 4 i DETAILS OF INVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE pO ,X' PURPOSES ONLY. EACH IT THE AR DROP INLET 5 TO BE SHAPED - - O CONFIGURATION UXLY TO BEST FIT THE PARTICULAR INFT AND OUTLET Ir T NO ESQ v CONFIGIIItATKN AND FLOW LINES. 5 HEX - 13 THREADS Y4 / SECTION PLAN B B 1. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER Y' HEX HEM, HEAD METHOD OF TREATMENT IN MANHOLES HEXTHE" HEIRSEN THE RETGHTEN LTS BY THREE EACH TORQUE BOLT COMPLETETURN THESSMAL ER YN USING THE 4' EX HEM UNTIL THE Y." HEX HEAD TWISTS OFF. TORQUE FREE MATCH PLATE HARDWARE �VDDT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SPECIFICATION REFERENCE A COPY OF THE ORIGIN& SEXED AND SIGNED DRAWING SQUARE TUBE IS ON FILE IN THE CENTRAL OFFICE. SIGN POST VDOT ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS FOUNDATION TYPE B AND C DETAILS ROAD MD RIDGE STANDARDS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 700 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE NEW 01/15 SHEET 7 OF 12 108.08 1321,1G MI//LICK-1'-C"T Ll X rrILL IrN.TKii! SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45- MOUNDING ELECTRODE-7 L I ANCHOEXPANSION JOINTS AT RAIL 3" MAX. BOLTSR 4" INTERNALS NOT EXCEEDING (TYP.)P.I B 30 FEET, 1 1'-3" POSTS : 2" MIN. NIPS (2.375" O.D.) SCHEDULE 80 PIPE 2" 1� RETAKING WALL RAILS : 2" MIN. NIPS (2.375" O.D.1 SCHEDULE 40 PIPE MIN J EXPANSION JOINT PICKETS : i'4" MIN. NIPS O.D.) SCHEDULE 40 PIPE T. MAX. 00.05" OR MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE ((PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE &ONG SIDEWALKS MD RAMPS) SEE OADWAY LAPS Y' min 12" OR TYPICAL SECTIONS I CONCRETE STEPS FOR DISTMCE TO T/j' NIPS SCHEDULE 40 PIPE POSTS : I'/," MIN. NIPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHMED GRIPPING RAIL RAILS : 4/R" MIN. NIPS (1.90" OLD.) SCHEDULE 40 PIPE USE PATH. GROUNDING ' „"" 2�/�, min ELECTRODE HR-1 TYPE I HANDRAIL MIN. (FOR USE &ONG STEPS) s5j/[y��S�OLD STEEL NOTES HALF SECTION A -A OLM1ITH RDUEE RO 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL (WITH FRAME AND COVER REMOVED) 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 BRICK CONCRETE SOIL CONDITIONS. 2" ANC OR BOLTS (FOR USE &ONG SIOI AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSION& ENGINEER, MIN HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA THE SIDEWALK OR RAMP GRADES ME ECU& 2. ALL RACING COMPONENTS AND FASTENERS SHALL BE G&VANIZED IK NOTM EARTH FOUNDATION DETAIL TO OR GREATER THAN 5 PERCENT. GRIPPING ACCORDANCE WITH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. MHOLE (FOR USE WITH TYPE 116 IIIRALINCS) RAIL WILL BE NCGENT& TO THE COST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING MO 1. OUANTITES SHOWN ARE FOR AR WITHOUT PIPES. THE MOOT ANHOLEED THE RAZING. DRAINAGE HOLES FOR G-VANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. BY PIPES MST BE DEDUCTED TO } & F T HERS SH BE IN ACCORDANCE WITH MEN A307 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS DU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.755 1.B99 6 0.9 0.755 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.755 2.747 10 1.8 0.970 3.0(19 11 1.9 0.970 3.455 12 2.2 0.970 3.517 13 2.5 0.970 4.A9 14 2.8 0.070 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 OBTAIN TRUE QUANTITIES. AST& AA5563, AND ASTML F844. ALL ANCHOR BOLTS SHALL BE •IN 2. A BASE THICKNESS OF 9' WAS USED IN MAX. 6'-0" MAX. 6'-0" SEE ROAD PLANS ACCORDANCE WITH AMHTO M314, GRADE 36. COMPUTING CONCRETE DUMMIES. 41/j' O.C. Y4" NIPS PIPE PICKET 4" FOR RETAKING 4. A CHEMICAL MCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/a' O.C. YL" SOLID PICKET 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL 3. INCREMENTS TO RE ADDED FOR EACH BE INCLUDED IN THE SHOP DRAWINGS. ADDITIONAL FOOT OF DEPTH. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RASPS, SIDEWALKS, AND STEPS. 4.MATERULS MAY BE BRICK,CONCREIE OR APPROVED CONCRETE MMHOLE BLOCK. 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS MD STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. S. IF BLOCKS ARE USED THE MINMIN THICKNESS OF SALE IS TO BE 5". n B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. OTHER THICKNESSES ARE TO CONFORM GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE TO WALL THICKNESS SHOWN FOR WITH Si'D. FE-8. CONCRETE. 9. COMMERCIALLY AVAILABLE RALINC SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM S. ALL CONCRETE TO BE CLASS M. ANCHOR THE MANUFACTURER (FYI THAT PROJECT T E MANU AC URER VERIFYING ROJEC REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE 7. WHEN SPECIFIED ON PLANS THE INTER�XS NOT EXCEEDING 3" MA%. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN INVERT IS SHMED IN 30 FEET. ACCORDANCE WITH NOTE 1. E IT ACCORDANCE WITH STANDARD IS-L 1'-3" POSTS : 2" MIN. NxS (23]5" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE COST OF FURNISHING AND PLACING RETAINING WALL RAILS :2" MIN. NIPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. ALL IOINCLUDED �NTDHE EXPANSION JOINT PICKETS : Yi" MIN. NIPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR SHAPING 5AT0 BE BR) PRICE FOR THE STRUCTURE. OR s "MIN. SOLI. STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS MD SHOULD NOT BE PLACED IN MY LOCATION ELECTRODE HR-1 TYPE IIIBICYCLE RAILING WHERE IT MIGHT BE SUBJECT TO MY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE &ONG SHMED USE PATHS) BE USED. IFICATION �VDOT SPECIFICATION A COPY OF THE ORIGINAL SE&ED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �VDOT ERENCE MANHOLE FOR 12" - 4811 PIPE CULVERTS 105 1 ROAD AND BRIDGE STANDARDS REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 106.01 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 NLTt3 (F '°�, V CRAIG W J. KOTARSKI Lio. No. 0402048507 4l. 6110121 owl M E CD O ON N Vi N C > >_ 6E W LL 3 o 0 W - wO m�H ' _ LV GO z CL kJ4 - In O Q ti wof 3:O �x (n J ILL. o¢ �� W N = C N U z O F ¢ � c Uri N hNy > M LU of C � CD W � H of M O x c7 0 W > W V Q z O 0 ti DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A Oa J m W 0 W L 0 0 FL W\ O C m o 73 N N 0 n `Q /1 0 > /y J I..V } 9 A W D CL w I 1 1 p �I..I c (-J o 0 Ow ,, xx N J W 3 U Q ,^ 2 a Vl Lu W O 1- C C�7 Q Q O P GO Z n0 O E O zc OR O a0 O c O 3 N Z m Q a 0 a 0 F L O z T � L O =_ 2 CL C O m N � rn IL X 0.0 016 5 p d 0 \ m ` m U C O EC N 06 a � �a 10 a JOB NO. v0i `o m 44493 .0 C U SHEET NO. n O C1.1 �E 4" 40j �10 T � EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4"SEALANT EX/STGRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-19750R EQUIVALENT) TOP OF CURB R=2" �g i�T FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH SEAL WITH WWF 6X6 W2.9XW2.9 SILICONE SEALANT 3"CONCRETE COLLAREQUIV., RUSHED STONE BEDDING . J. KO'TARSKI (Lic, 2 ..60402048507 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE / � SURFACE :: \ 10121Q"��'" 6 PLOFLWE D ri h7AL 6" TYPE 21A STONE COVER BASE& M j \\� j��\\ �� COMPACTED SUBGRADE (CBR 11.2) CLEANOUT DETAIL/j�/j� No Scale VDOT A-3 CONCRETE O N o N DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS SUBBASE N SIGNAGE NOTES: � CONTINUE 21B STONE BASE � a LL 3 a W HEAVY DUTY CONCRETE SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH FROM ADJACENT PAVEMENT 0 U. o to ~ to ~ THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SECTION UNDER CURB w W t M U zz O U No Scale REVISION THERE TO: w 00 i Lu A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VDOT STANDARD CG-2 CURB .J. d > o N H 2 B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC cn W M a O O No Scale CONTROL DEVICES. O N X u O W W 2 Z SIGN C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE it LL 0 0 STD. U POST SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. v Ln X N z O> p O O GALVANIZED x > ~ CC,)- �J a s 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE (�4 2 R C N � 2 Z FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER I v M W CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN d . a _ a CONC CURB AND GUTTER CLASS 3A, o Q 2 2 Q NOTE 1 ABOVE. \� (fc=3,000 PSI) CONCRETE w a p O D U / 6" �UU¢ 6, 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND �/ 8 - a 1"t1' —� �/ a ° a �� W W W W W INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 13" ° Qa °- 2 2 2 2 2 REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS a ° ° a ° a 7" / ° ° ° a a a a O (D 00000 ti W W W W W SOLID WHITE LINE 24" STOP (TYP, a.. .� °: a a ° - �� ° a s 0 � � � � � 4" MIN. w w \\\\N 12' �N\N � 80 o c a III STD. (VARIES) 6" 6" 2'-0" z —III R1-1 CONTINUE 21B STONE 0 DATE STOP BAR DETAIL COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL NOTE: STOP SIGNS TO BE 30" WITH SUBGRADE PAVEMENT SECTION 112112020 HIGH INTENSITY SHEETING NO SCALE UNDER CURB No Scale DRAWN BY RESERVED RESERVED A. FONTAINE VDOT STANDARD CG-6 CURB & GUTTER PAAKNG PARKING SOLID WHITE LINE • • DESIGNED BY A. FONTAINE 2" R No Scale TOP OF CURB 25 1" R 7• CHECKED BY .-. 4 P�ALTY P��dFRtE 6' 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A • C. KOTARSKI THE DEPTH OF CURB MAY BE i '. >...'' $ 00 - 560$M-$500RE SCALE A MINIMUM OF 13" AND A MAXIMUM OF 19" , - SURFAC.E:: TOW AWATOWAWAYZONE 2, 2, 8" TYPE 21-B AGGREGATE SUBBASE COURSE N/A (TYP.) (TYP.)\ VAN VDOT A-3 CONCRETE BASE °':`' F ABOVE AOCESBELE 6' ABOVE FINISHED FINISHED COMPACTED SUBGRADE STRIPING AND SIGNAGE DETAIL GRADE GRADE (PER GEOTECHNICAL REPORT) Z No Scale ' SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR LI..I PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING 4" MIN. CONTINUE STONE BASE SUBBASE SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) ........................ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS ELLLD G FROM ADJACENT PAVEMENT I WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL 12" MIN � �� 0- SECTION UNDER CURB I�6"7"� 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, III .5" IAGALV. �P') RAI�(,, OJ ui > LIIGHT DUTY ASPHALT PAVEMENT SECTION VDOT STANDARD CG-3 CURB IScale No Scale WHITE BACKGROUND. 2' 10" W EXP. (TYP.) 2" ASPHALTIC CONCRETE SURFACE 2'-10" JOINT -' COURSE - SM-9.5A Q PARKING SIGNS FOR THE DISABLED 12" MIN FINISHED 3" INTERMEDIATE BASE COURSE - BM25.OA OVERLAP 6" TYPE 21-B AGGREGATE No Scale (TYP.) GRADE 12"0 0 0 0 ui /_ FABRIC 8" MIN. o o BASE COURSE CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK (TYP-) 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0It / WASH co 8 \\\/\\ COMPACTED SUBGRADE AS NOTED ON C4.0 & C4.1 ANCHOR IMBEDDED 24H IN8" REBAR GROUND HANDICAP SIGN 1/2 R \\/\\/\\/\\/\\/\\/\\/\\/\\/ Q U) � \ VDOT#57 FILTER FABRIC WRAP LOCATION (VAN) (MAX) " COMPACTED SUBGRADE ; STONE 12" MIRAFI 140N OR EQUIV. HANDICAP SIGN LOCATION 5 FI FINISHED 8 (PER GEOTECHNICAL REPORT) } 4" DIA. PERFORATED (TYP.) 11 GRAD z la — PVC PIPE 2 2 2 a JOINT EXP. CONCRETE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS w � O LL.I o� o- #3 REBAR (12" O.C.) ' > U Q DENOTES GRAVEL SECTION ON PLANS 0 0 o EOP FACE OF CURB PAINTED / 18' 18' 1/8 WASH ~ ° .: 5"#57STONE °. w O _1 U C6 HEAVY DUTY ASPHALT PAVEMENT SECTION PER VDOT 4" 4 SPEC. PAINTED 8" + �r . No Scale , ^ � V 1 CO ~� J Cn w GRAVEL SECTION STRIPE ° 1'-O" (2) #5 REBARS, BOTTOM CONTINUOUS, 2-2" AT SPLICES Q O No Scale (TYPICAL) 8' 5' 8' 8' 8' � 1 11LAP a " NOTES: 1. FINE BROOM FINISH ALL STAIRS. NON -SLIP BROOM FINISH Z TYPICAL VAN 1,�„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 4" DIAMETER STEEL ACCESSIBLE ACCESSIBLE 3. SEE PLAN FOR RISER HEIGHT 7 Z PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE O SHALL BE PAINTED TYPICAL PARKING SPACE DETAILS EXTERIOR STAIRS WITH HANDRAIL VARIABLE WIDTH' MAX. CROSS SLOPE2% YELLOW 0 No Scale No Scale < 4 e.: PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2' FROM EP 2'-O" DIAMETER CONC. FOOTING 7-1/2" 6' LENGTH �j�/' 4" 3,000 PSI AIR -ENTRAINED CONCRETE O a. a 6'' 5 LLL COMPACTED SUBGRADE 4" TYPE 21B STONE COVER LL EP EXISTING AGGREGATE BASE ANCHOR WITH %8' REBAR IMBEDDED 24" IN GROUND; / 5 COMPACTED SUBGRADE 2 PER WHEEL STOP 3.5' MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT .COMPACT AND/\\//\\//\\////\\// ROLL TEST EXISTING BASE COURSE. THEN PLACE //\/\ '///\/ DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN — JOB NO. NEW ASPHALT SURFACE. ACCORDANCE WITH VDOT STANDARDS. 44493 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. C1.2 No Scale No Scale No Scale No Scale No Scale 0 d 0 3 D 00 oX z n0 o 2 c E a c m m D 0 rr � 0 3 Z z„ 0 22 F a, 0 2§ n 2 Y N X0.0 C N t'j gh C 0 d `o E S� o � a c Mc 10 a 0 � o 0� a c m m c N o C p N n8 N N � E AlbemadeCounty • Hydrant Flow Date of Report /Brant Service Authority 8/15/2019 sarvi1g"°"seor""g c-'� Test Report 168SNInap Road Challolteswlle.VA2291f (431)9y/-4511 Lokatipr� 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 F-J Q20 Looped ❑ Q20 Multiple Inline Hydrants V Q20 Single Flow W Sprinkler Test Single Flow Flow Hydrant #1 11894 Pitot Pressure #1 (psi) 50 Yellow 1 0 Test Flow 1 L 1190 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 ❑ Test Flow 2 11 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1190 AW WA 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 pitotflowwith a red Pollard diffuser: see eq. 13, Walski and Lutesarticle 19901ournal Management and Operations AW WA. For yellow Pollard diffusers, a best fit third order polynomial equation of the Pollard flow vs. pitot pressure gauge is used. Estimated Consumption (gait a 9380' For use for water audit Signature of Tester: o Legend 4147, ° 1672 ACSA Hydrant nService, Ownership - Not In Service, ACSA Owned Not In Servce, Private Ownershi 564_�. - I*r In Service, Private Ownership 1176 In Service, ACSA Owned ACSA Fire Line WSA Water Main CoUtility Type - FLOW Hydrant ` �=� 1470 • - Potable Water 1189 ya Static Residual Hydrant_ -_ 1191 je 117 iu o - - o - _ ° - - - !1 � WP II I I VO4 _ 8 1600 r 'o ,III m I' I I :I N` l a I ITy I htio ytia 1610 Utilities, structures, lot lines, and all appudenances indicated on this map are intended for general iN layout and reference location only. This printout is not intended for any other use than for preliminary planning and general location purposes. The Utilities shown on this map are believed to be accurate,®$y'�'(1/1/��'�\7 u -° ,. .�� II " Albemarle fare of this printout. Any detemlination of topography or contours, or any depiction of physical W S however, recent utility improvements and/or system changes may have been updated since the �"" Improvements, property lines or boundaries is for general information only and shall not be used for the u u C Service Authority design, modification, or construction of improvements to real property or for flood plain deters ination. S II ContaGACSA directly for specific utility locations. Aerial Imagery 0 Commonwealth ofYrginia 0 60 120 180 240 Plar irr is Data Properly of County of Albemarle Feet ACSAStaR MMIDDY20Y1' FIRE FLOW TEST REPORT No Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a" e" INITIAL BACKFILL 8" INS" MIN MI . IN. MIN, 6" BEDDING #68 STONE STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'MI INITIAL BACKFILL 4 UNSTABLE a a 6 e^ SOIL\ MIN MIN. _y MIN MfNg STONE GRANULAR FILL AS O � - -APPROVED BY ACSA � \ -SIA J CKa ASTABLE SOILOR 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 & BEDDING NITS FIG. W-2 TD-2 A xl t SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CII FEE CI1.YD. .1D L I H I T L H T 90 2.50 2.50 3-11 0.24 45 2.00 2.25 2.60 0.15 20D 225 250 0.15 221/2 1.50 2.00 Z. 0.10 11 1/4 1.50 2.00 25D 0.10 90 3.66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.28 8" 221/2 1.66 2.18 2.69 0.13 3.16 291 2.66 0.32 11 1/4 1.66 2.16 267 0.13 90 4.83 3.83 3.42 0,83 10. 812" 45 3.33 3.59 2.95 0.43 3.8.3 4.00 283 0.52 22 1/2 2.33 2.58 286 0.24 111/4 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 A SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIGTS W-3 T i - FOR BENDS 8" dr SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. i J- ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. SEND PE SIZE A B C D E F V - I'- 2'-J 2-5 1'- 2-O' 1 Ile 6• 2- Y-0 2'-e• V-6 2-• I 1 4" f2 ?- 4'a' 3'-O' 2'-3" J'-•' Y 1r y 5-6' 3'-3' 3'-O. 4'-6' 2 1 4• - 01 21 9-0 2'-6 1' 6 2'-S' 1 1 4• 5' J'- 4'-3- 2'-e• 2'-6^ 3'-3' 2• st 1/2 10' Y-A 5'-0 3'-0 2'-9 3'-9 2' 12'4'-3 Y IB' '-0 6 Y-6 3'-3 4'-D' S'- 2 1 4- 3'- •' S-0' S-3 S'- 21 4 B• 3'-6 8'- 7- S' J' 3'-•• 2 1 4 45' 10' 4'- J'-0 4'-J 5'- 21 4 12" 5' IY- J-0 W V 2 1/2 IB' W-• 1Y- 9- C T-3.21 CHART FOR UPPER VERTICAL BLOCKING 3" THREAD B �L SECTION NOTE' BµOOCHENERBOF S�OROLTS TFACE CENTER OFLOCK CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A ID-4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 7 TO IV(2701 7 CU. FT. 18•-22" ALVE BON gfi8 STONE 42"MIN 8• GATE •".) VALVE TEE 2500 P.S.I. CONCRETE s \�-u!II 'Y BASE AND THRUST :'ilf°I�•, BLOCK AGAINST , UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED 0)�HEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. CONCRETE 2 MAINTAIN DAV3E1/2'OMIN. COVERLES NTH FROM AVEL AND KEEP E FROM THE MAIN TO THE IRE 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 REWIRED 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 1• COMPRESSON " 31e MALE PURE OR APPROVED IMU& IL NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NO E: 1) SADDLES SHALL RE USED ON PVC PIPE, M MIN. 1/6 BEfJU couluee / /,(\ \pd'_ O Fol FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL 1D AND IRRIGATION EFFACES. I 2' R '• ^MAPRESSI IN A 31e MALE PRE COUPLING PROM E III MR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRITATION JEIER IS NOT PROVIDED. CAST IRON Up FINISHED MADE �OORPMRARDN STOP • 2 V --tlRllM AS O?.'R��.; NECESSARY SANG OR DUST UNDER tlOANU SETTER (2-INCH I•-. j"hTS{iWIRA t x',4A5f�f..,n:lw:K�$ •,. . . 4' DIAMETER DRANI PIPS. 12' MINIMUM114Q01M 'f4''"'�.S[w i?.Y.•,t_vmS4`:ti�A SPEC. EDN NO 5]ETA0Manor 3. iE 6A TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-8 TD-10 PLACE 5' GALVANIZED • WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE o a. (� - I ADJUSTABLE TRAFFIC RATED VALVE HOX W/ LID z U U u 'i Z N 7 M.J. GATE VALVE WATER LINE lA b 1 2500 P.S.I. CONCRETE ' 8 w 2'x 2' BEARING AREA. THRUST BLOCK :,4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 , T-- CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN, SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG V-6B COVER UFT NOTCH 12 3/8• WATER CAST IRON LID 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) TUTS FIG. W-7 TD-13 METER SIZE DIMENSION A DIMENSION H DIMENSION C 1 LB' 3'1' S'0' 31 e' 3' ' 51 318, 5' 4' S' MIN. 1P' MM ' GREATER THAN 4' pROPOSRLS WILL HE SUBMITTED. SIDE VIEW REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION MlIN INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE B DOIR HINGES r------ ----------T I 1 1.75• DIAMETER DRILLED FOR TOUCH READ I I IAHOLE I I I I TOP VIEW I I 3• DIAMETER FLAT I I BEARING SURFACE UNDERNEATH UFT HANDLE L---------- 24' X 36' ------ ALUMINUM ACCESS HATCH TYPICAL METER VAULT rD-14 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-34 'E F E N to E o w n p L oE' U N a E w N� (`y c E 5o x F u�EE O SIC:sm Eu,a 'NA N11� 0 g E �� d 3EyEA 6 E- REE E nO E fiE �4 'En O I I O $E $E€ eE W 8 ;Z. 3 N N N� Nn MC., Ma W e•i u 6 LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 V CRATG W J. KOTARSIQ Lic, No. 0402048507 6110121 ok M E 0 � o N Vi N C > E 0 i_ i'i a 3 ? Q LL.LL p 3 Z w Om ,^-1 Zczf O a<_jvgo z U W W LU O d>oN a Z �� in LU ZH iM O' ()�h� 0 �iOUM) x viji ULLLu OC aiLit. LU In goJ a000U o~ Z)UU¢ ¢ Q� ct: QI ct: QI W W W R d R dW W R U) U) U) U) U) aaaaa 0 00000 = U) U) U) U) U) LD W W W W W 0 � � � � � W w H M N W O U p \o\\ Q 031 0 ti 7 t0 z 0 (n DATE > cl� 112112020 O DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI SCALE N/A Uj a c 0 a J an LUc > 0 W = m 3 m N 0 FL Lj CL 0 N H� o LL m N J 0 m n Q �J � /'1 0 > JJ 0 _on W z~,1 I r l n >O LLJ �oo O w ,, xx m (� cr�_j 06 3 r / U a cn c 0. (� w W ",o o COIO CI 0 Q O 00 a O 1 Z e6 z E,Z n,, = ASad 0 O c I_11 d N O 3 U) Z AS Q O� � a Q 0 N O z �_ o '§ an an O a :2 yvro IL. X LC 0.0 t. ? asm C > anU E `o �c m o � v c �a 10 a JOB V. o w mB 44493or N C 0 SHEET NO. n o C1.3 = E �- (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS7TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING RED. SAME AS MIN. SUMP) WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: / 4'- 12"FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL, J ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1- GRATES50LID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 765005, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT D 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7GW45 NriOPUSTH 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO FLAN DETAILS. OR POSSESS RISERS ARE NEEDED FOR BASINS OVER BE DUE TO SHIPPING RESTRICTIONS TRANSFER,O SEE DRAWING NO.7001-110-065 TECHNICAL I� 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPR DUCTI� ASTM D3212 FOR CORRUGATED HOPE (ADS N-12MMOOR DUAL WALL), CONTAINED IF N-12 HP, & PVC SEWER. ARTICLE HER 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 350°. TO DETERMINE MINIMUM IS FORBIDDEP ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. PERMISSION (5) ADAPTER ANGLES ARIABLEO'-38C ACCORDING TO PLANS 18' MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001.110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) ;4'MIN GRATEOPTIONS LOADRATING PART# DRAVING4 PEDESTRIAN MEETS H-10 lM9CGP 7001-110202 STANDARD MEETS H-20 1299CGS A01416203 SOLID COVER MEETS H-20 1299CGC 7W1-110-204 PEDESTRIAN BRONZE NIA 1299CGP8 17001-910-ZO6 DOME NIA 1299CG0 7001-110208 DROP IN GRATE LIGHT DUN 1201DI 7IX11-110A21 1201 DI APPROX DRAIN AREA =39.75 SO IN APPROX. WEIGHT =16 LEIS N�LOI LAST �b 113 y / 1 a o 0 ?P 01425 OQuT 1 L E 10.0d I 1.25 011.64 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY AWA MATERIAL 313OVERONAAW DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOTCONFER DATE 3.540 TAT } PHN(M)9U-2443 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TRANSFER OR LICENSE THE USE OF THE DESIGN OR Nyto last FAX I1101932.2490 TECHNICAL INFORMATION SHOWN HEREIN ✓ N .nyloplast-us.com PAINT: CASTINGS ARE FURNISHED WITHA BLACK PAINT REPRODUCTION OF THIS PRINT OR ANY INFORMATION REVISED BY EBC PROJECT NO.INAME SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY TITLE CONTAINED HEREIN, OR MANUFACTURE OF MY DATE 4.13-fl 41N DROP IN ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS JUSTICE, 28 CFR PART 36, IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. asm+xrLORAsr DWG SIZE A SCALE 1:6 SHEET 1OF1 DWG NO. 7001.11M21 REV D 1299CGC APPROX. WEIGHT WITH FRAME =39.90 LBS LIC=SE 356 H \� NYLOPLAST 13.56 + 13.38 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 3051E DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-M6 DUCTILE IRON } PHN (770) 932-2443 GRATE MEETS H-20 LOAD RATING TRANSFER OR LICENSE THE USE OF THE DESIGN OR Nylo last- FAX (7ID)932-2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 705005 TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY EBC PROJECTNO.INAME s .nyloplulas.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED WITHABLACK PAINT CONTAINED HEREIN OR MANUFACTURE OF ANY DATE 3-1&10 LOCKI NG DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE H EREFROM, FOR THE DISCLOSURE MOTHERS 121N SOLID COVER ASSEMBLY 7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. =10 NYLa DWG SIZE A SCALE Ull SHEET 1OF1 DWG NO. 7001-110.204 REV C NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS7TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING RED. SAME AS MIN. SUMP) (5) ADAPTERANGLES VARIABLE 0' -360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"- 15'FOR CORRUGATED HOPE (ADS N-121HMCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35). PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1- GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7G50-05, WITH THE EXCEPTION OFTHE BRONZE GRATE. 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 715005 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-1104M 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FORCORRUGATED HDPE (ADS N12MANCORDUAL WALL), N-12 HP, & PVC SEWER 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE D' TO360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6"MIN. BASED ON MANUFACTURING RED.) 4" MIN GRATE OPTIONS LOAD RATINGM15�CGS DRAWING# PEDESTRIAN MEETS KID 7001-11 - STANDARD MEETS H-20 7001-liO MSOLID COVER MEETS H2O 7001-1102U0 PEDESTRIAN BRONZE WA 7WI-110210 DOME WA 7001410211 DROP IN GRATE LIGHT DUTY 70014104M NYLOPLAST DRAIN BASIN WITH STANDARD GRATE MINIMUM PIPE BURIAL \ DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE: (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER RED. SAME AS MIN. SUMP) ANGLES VARIABLE 0°-360 ACCORDINGTO PLANS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4'-36" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40). PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED H�OPE�� SHOWN) 1 - 8'-30' STANDARD GRATES SHALL BE DUCTILE IRON PERASTM ASM GRADE 70S005. 2- 1T - 30'FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 715005. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USEOFAPVCBODYTOP. SEE DRAWING NO.7001-11000. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING 40.7001-11MI15. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS WlZP ANCOR DUALWALL), N-12 HP, & PVC SEWER (4"-38T. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-1 1G 012. 8. 12'-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8' & 1D' STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY, NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18' MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING N0.7001-110-11, FOR NON TRAFFIC INSTALLATION. 4'MIN ON 8"-24" (3) VARIABLE SUMP DEPTH 6" MIN ON 30' & 36" ACCORDING TO PLANS (6' MIN. ON 8" - 24",1(" MIN. ON 3T & 17 MIN. ON 36" BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8'-36" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 0 (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSlTAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40), PVC 090010905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1 - III -30' DOME GRATES SHALL BE DUCTILE IRON PERASTM ASW GRADE 70-5006. 2 - 8' & 10' DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110D45. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-116985. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS WIZMANCOR DUAL WALL), N-12 HP, & PVC SEWER (4"-SIT. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-11U012. 6 - 8'-30' DOME GRATES HAVE NO LOAD RATING. (5) ADAPTER ANGLES VARIABLE 0° - 360' ACCORDING TO PLANS 4' MIN ON 8' -24" 6" MIN ON 30" & 36" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8' - 24', 10' MIN. ON 30- & 12' MIN. ON 36" BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8"-38' CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSTTAKE OFF) (MIN. MANUFACTURING 51 ADppTER (5)AD REQ, SAME AS MIN, SUMP) ANGLES VARIABLE O'-3N ACCORDING TO PUNS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4"- 24"FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1. GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM ASM GRADE 7D5D95. 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705&M 3 - DRAIN BASIN TOM CUSTOM MANUFACTURED ACCORDINGTO RAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER M' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-1104M 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL), N-12 HP &PVCSEWER 5 -ADAPTERS GAN BE MOUNTED ON ANY ANGLE 0' TO 36D'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. 18" MIN WIDTH GUIDELINE 8" MIN TRAFFICLQADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MANUFACTURING REQ.) 4"MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART DRAWING# PEDESTRIAN MEETS H-10 2499CGP ]1101-110,218 STANDARD MEETS H-20 241199 7921H 0212 SOLDGOVER MEET5 H-20 2499CGC 7001-110218 DOME NIA I 2499CGD 7001-110219 DROP IN GRATE LIGHT DUTY I 2401DI 1 7001-110-075 2499CGC APPROX WEIGHT WITH FRAME=138.00 LBS 1.50 3.04 O O O O NYLO O O 0 I O 0 � � + - � i D O I O DUCK IRON O O 024.75 Q2g.50 Q Q O O DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30515 DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING OR POSSESSION OF THIS PRINT DOES NOTCONFER, DATE 3-8H16 TRANSFER OR LICENSE THE USE OF THE DESIGN OR DUCTILE IRON Nvto last PHN(770)9324M3 FAX (770)932-2M0 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 705005 TECHNICAL INFORMATION SHOWN HEREIN REVISORY EBC PROJECTNOJNAME ✓ s's+'.''^YJOPMaIus•can REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED WITHABLACK PAINT CONTAINED HEREIN, ORMANUFACTUREOFANY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. DATE 3.13-10 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN SOLID COVER ASSEMBLY -TYPES 7001-110-025 IS FORBIDDEN, EXCEPT BYSPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. DWG SIZE emia xrwnwsT A SCALE 7:10 SHEET 10F1 DWG NO. 7001-170.218 REV C NNLTJH�F m V MMG W I KCEFARSKI Lic- No. 0402048507 Lt, 6110121 owl M E 0 D o N � N C > E w a E Q LL 0 LL = � 0 m Q j U Do W J -N W O N z" wm ~ X a LL oa �� n 2 > v N = V N F a C m 0 ON N M a 7 ODCD U-1 J ND H CC CC 0 O LD 0 CC CC S H w w U a z 0 1 > O' 0 Z O f f H Z 0 QI U u W 0 j Z O_ (n J > C)LU W � K 0 QL UJ <IOJ C31N V O Q 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A O J W W 0 W 0 Lo Q U) > J LLJ \Lu / O 0 Lu Q oS ,O^ w CC LLJ in aO z z O JOB NO. 44493 SHEET NO. C1.4 + + + + + +.+ + + +/� + + +/+ + +/ + + + +1 + + 41 + /+ + /+ + + +'+/ + \+ + + + + +\+ t + + + + + + +\+ + + + +\+`+ + + + + + _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-+ + + + + +. j --__- + + + r + + + + ��+ + + �'+ + + /+ + + + +I+ + 1+ +/ + +/+ + + +/r + + \+ + + 4 +`+ Ir +\ + + + +\+� + + + +\+ + + + + + \+`\+ + + + + + + + + .-+-+_ + + + + + + + + + + + + + + + _+-+ -+-. + +-�� + + + + + +,\ + + + + + + + + +; h + %/ '+ + + + + -r + + + ; + + + . + + + + # + +/ + /+ + µ + + + + + + \ +1 + + \+ +\ + + {r + + + + +\ \ + + + +" \ + + + + \+ \+ + + + + + + + + + + .F -+- t + + + + + + + + + ...... + + + + + + + + + + .. \ + + + + + �r. + + + + + + + ± _b _ - _ - _ _ _ _ - ` + + + + + + +^ + + + + .r + + + f + + + + + + + + + + +/ + + + + + +^+ + + + +\+ # +{ +\+ + + + + + + + + + + \+ + + + +\+ \+ + + + + + + + + + + + + +-� +_t_+_-i a-+ + + + + + + + + + + + + + + +-+ + + + + +-+ +_t- *-+ + +�+ - + ,+ + + + + �_ t-+ �/ �-� y �--• -!-• -_/- / -� �+ + + 4 + /+\ + \+ + + +\ + \+ \h + + + + + + + \+ + + + + \+ + + + + \ + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + `h + + + + + + + + + + + + + +! 1 / \ / ) / _ I l / `/ \ \ I \ \ \ \ \ �- --� - t -+_ + + +\ + +0, * -+^ _+- �- _ + + + + + + + + -h- + + + + +- -+ + + + + + + + + + + + + + + + + rF+}+! //' \ .//. y.- // // /1 \\ \ \\ \\ \\ \ \\ �\ �� + + +ANDBUILD/IFIGCE}Tb4G#K}+++++++++t++++++++++++++++++++}� +++++++++++++++++++++++++I h + /+ ice.! ./��-.��.��/. !'�i' i �/ - \ \ ` \ \ \ ` \\ \ ---- - - - -i+_+ + +�\ + + \+ + + +_-k. -+-+ + + + + /+ 1 !\ /! - _ \ `I \ \\ \ ` ANAGEDSTEEPSLOPES(TYP.J \ -\\ _----+��-�-+ + + + + + + + __----- \ iiiiiiiiiij, h+* /i... i/i---I �_ = ___'\ - _++++ } ++++++ --- -- -\\\ \ \ _ \� -T // /l -------_-._.--------.--.-'- + -A + + + + + + ++-=F --- -- . +TOP=�5.- . . . . . . . . . . . -+ + + + + + + ++ It -- +\ + + + + + + + _.- -INVOUT ----+ ��_ + C_± ++ 15" ASTIC - .- ---- - \\ \ \ !+. .+ /. ./. % / ) / / ---- /------ - - - - --- - - - - -- _- -._. . .� �' \\ .\. \.\? + + + + + .F-+-+ + \ \ / ) /' ` _ +�/. 5"DECIDUOUS r +++�I �1'l' I I ll \ �` \ \ \ \' \ � , + + + + + + + + + - US ` a \ \ \ .... + + + + + + + + + + .+ + + + + + + \ \ \ \ �5"DECIDUO _ F \ \1\.\. \ ��+� + + + + +\ + + + --'- + * l 'I 1' 1. 1 . I I / / \ ' 5"DEC/DUOUS / .\ \ \. \ . \ \ +\1 +.. + + + + \+ + + \ \ h + +. I I . / . / _ I ' / I / //\/ / SQECIDUOUS / / \ . l' 1./ . I V�, )l \ �' / SD CURB INLET 1 \ \{ \ \+cp+++++ +++++++4+++ I- + /+ �/ /. /. /. . I I I �\ /�j ' TOP = 552.38' . 1. \ \ \ ' \ + + + `+\ + + + +\ - - - - - - - h / /' ASPHALT lNV OUT = 543.98' I ' \ ASPHAL t 1 .1 \ Ur + + + tt + + + + Q ' ` I 18"PLASTIC ASPHALT I .I \ h / + I F I' I I DUMPSTER / ' 5" DEC/DUOUS ^ / / \ 5" DECIDUOUS { _ - _ - - - - 1 . I . 1. 1 1 +\ + + + + + + + \ 5" DEC/DUOUS - - - ' ' .I 1 \ + + W + + + \+ + + \ +.f.j. AREA .' \\ / //% / \\ � ��----� I I 1 I I \ �+�+ +\ + + + + + + +N \ h + + 1I 20' DRAINAGE i8 4LAIRDS l �_ j / EASEMENT / �/ +ro + + \+ + + + `+ + + \ 7oll + + +/+ 1 / l / 1 ® CONC. _ DB 2085 PG 714 I ) ) a 1. 1. I +2 + + + + + + + + + \ / / \ / / I1 �+ + +\+ + + + + hfi ..+ 1. / _f / ' I . / PAD /1 / \ , EP , a �F IMF 'I. 1 I t + + +\ + + + + + . - - - h ++ l'1I1I l l /</ / \ \ /- -} _ _ I. L I. I. I.I 1 ++}+}+}+\++}+}+}+}+ \ - _\ _ - - - I / I { ® ! 9.72' ! CONIC. SWK. FLUSH CURB CONC. SWK. C & G \� I I ' I I \ / - I II' // SO CURB INLET ------ .+\ }+}+ --------/ SIGN SIGN SIGN-------- ! \\\ a + + + + + + + + + + ---___ 1 _ - i - - - - - - - - - _.- - - - - - - - ' h \+ + .1 1.1.'J _� ` // / TOR352.41 ------ \ �SDEC/ uOUs 4� I \ I. \ / \ LANDSCAPE / , ` \/ AP ROXIMATE 0' + + + + + + + +\ \ +\ 1 F 1 I h 1 / / / \G !!! INV IN = 546.49' 15" PLASTIC \ I / ' \ W TER EASE ENT + + t + + + + + + * h t } . I ! 1. I . ' I' / / ' �5 / i� INV OUT = 546.37' 15" PLASTIC - - - _ _ I 5" DECIDUOUS / a / \\ + + +1 + + + + + + _ - } . Q \ _ _ a \\ D 2085 PG 7� + + + + \+ + + + + +- h +\ } � 11' i .I L 1 i �. / j 15 ��/ /\ 1 � `� 5"DEC/DUOUS / / \\\ \+ I I' 1' 'III h\ + \.+. , 1.1 .1 . I.I 1 Qu - - // /'// / \ I / / \\ 1 .1 .I .I .I 1 I + + + + + + +\ \ + + qHD \ 1 1 1 1 I 1 /'!' \ I 1 1 1 \ + + + + + + + + + \ + t I I ! / WA / S'DEC/DUOUS + + + + + + * �+ + _ WALKIII +}+}+}+}+}+}+}+}+}+ I , / / Zp �y 1-5"DECIDUOUS / / \\ I 1 + + + + + + + + + + 3T/F I� / ' +\ + + + + + + + + + h + +1 MHD / / \ \-' 1' h F { 1 1 \+ + + + + + + + + �_ �� PID 03200-00-00-019EO 5"DECIDUOUS \ I + + + + + + + + + + + 1 I 1 1 .1 \ \ \ \ 1 1 \ TOP = 547.78' O / / \ I I . I . I. \ \ h +1 +. 1. I I' 1 .\ \ } \ I \ UNIVERSITY OF VIRGINIA FOUNDATION CO 5 DECIDUOUS / / '\\\ 1_ 1 ' 1 ' 1 ' 1 I \ + _+ + + + + + + + ' + 1 f' \ INV IN = 544.20' 15" PLASTIC r " a ,\ 1 + + h + 1 + ) ' . I ! \ \ \ \ 1 I DB 3838 PG S / \\ I P t t 1 \ \ lNV OUT = 544.18' 15" PLASTIC I a / a o \ 1 . 1 + + + + + + ` � +- +' + l . { \ \ \ t \' \ I 1 710 ACRES A + +1 I\ \ \ \ .�, ' ;1 \ \ - - _ 1725DISCOVERYDRIVE / ' ��'�.\1` I 1 + + + + + + + + + 2 LEVEL BRICK FACILITY I CONIC. SWK. 'o\\� ' 1 1 I \ SD CURB INLET + + + + + ' h + `V 1 1 1' 1 11 I TOP # 54Y..76' + + + + + \+ t. I. I . .1 .I 1 . 1. I \ GAS ; CONIC. j / / _ \\ 1 ;I .11 .11 .11 \ + + } t + h \ + 4 . h. 1') 1 '1 1 ` A�Eg TOR 3 LOADING SPACES / 4"DECIDUOUS ^ \ +l l +1. 1 P T� `"` +\ `{1 .1 . { t l j l . 1. . ll ' / a - - s„ cl6upus \ I I 'I /4V �4- 4�S O+ + - - - - - - h �! \ 1 \ fNVifJUF= $40.�0' i$"RL STlC3 } + - - - - - - - h + } II+ . t ( .1' I ' 1 I - CONIC. + + ! I / 14"DECIDUOUS / / a _I _ I 1 " I ' \ +\ _ d- +_ _ i•- + + + + pdj .I 1 I WALL / / / / / \\ 1. .\\I\.11.11 \ ++++++++++++++++++� a. \ + I .1 I l I LOADING DOCK / / F-5"DECIDUOUS ti \ +}+ 11 I.I. ! 1/ --I}I a // '�J"' / Il A // 1�'I IJ 11 1�`�++++++}±+�++++++ W \1 1 I h I .I .1. I 03„DECIDUOUS // - - 1' f M + I / / - \+ L !. . I .1 I 1 I' LANDSCAPING l I ' ' - m 1 \ 11 { 1 1 11 + + + + + + + + + + "� h+1} 1 1. 1. .1 .{ 1 II' APPROXIMATE LOCATION OF EXISTING / I I n \I 11'. '11 1 1{ 1\ +++++++++++++++++++ \ - - - - - - - \ + tI UNDERGROUND ROOF DRAINPIPES / / I O \ + APPROXIMATE n _ _ _ - 1 I �1� I. I. � 1�.1 .1 ,I 1 I � APPROX/MATE / // r5"DECIDUOUS 1 / � I i I ,1 .I _ 11 {{ {\ � + + + ± +- � + + + \ \ + I l '\ 1 1 ANSORMER _ \ LOCATIONOF LOCATION OF EX/STING / / S?iz / (6 I 1 \ + + + + + + + + + + . ^ \ \ \ SANITARY PIPE I l - % I \ + + + + + + + ± _+- -+ h + +!. I I \ 4 p 1. II. 1 j EX/STING FDC I / / 1 / ?; _ - - / �' 1 I \ \ \ + \+ + + + f -+- + + + \ ` h + + 1.,.1 1 .1.1.w 0 0 � 0 � / / / I / 239.3 \ / / 5" DECIDUOUS 1 / I I \ \ \ \ + \+ + + + t -+- 4 _ + \ \ 1 V -' SHRUBS ---/ I \ \ h + 1 + .1 1 1 `\ \ _q� wM - - DECIDUOUS Fl ER OPTIC DECIDUOUS _ _ / 1 1 / / h \+ , 1 1. 1 \ \� , -UFO UFO _ - - - - - _ O,17- -, - -UFO- _ - UFO- - - - - I I I I \ \ \ + + \ t -h - 1 + + /+ -+ + \ \ .. 1 I. I \ \ _ �� I \ + - \ PlD 03200-00-00-009G0 + + \ _I .I I \ \\ DECIDUOUS G G G I - \ -/G - G - - - - ' 1 \ \ \ \ \ 1 1 \ \ a I h a a / - , - - G _ - _ - _ / \ \ \ + + + + + + + + + + NIF BAR Y L OR FLORENCE M BOSWORT�kl h++++I 1 /�IMD I` \\\ / `gyp GAS LINE , _ S/ W / W - - _ _ _ _ - _ _ �G // tl` /�I � 1 � \ \ \ ++++++++++++++++++++ R\ DB2841iP\G213 \. WAT R 2 - - - _ a I \ $. $ L4yS11/C .I .I I . 1 . \ \ \ - - \ -_ _ - - - - - - 4147DICKS 1 /--------- OpRg' T / ' I + +- +\ + + +r _+ + + + SON ROAD 0. . I . .1 .I 1 C \ I w -� w 1- / 1 \ I / \ \ h++++ I. I. I. .I \ / \`� \ I / WAT L/ E // / /�' / I / �� II 1 \ I+ +-t + + + + + + \\\ \\\\\ / I I 1 \ + + +/ + + + + + + I. I . I I \ \ I � � � / � \- _t I I I "DEC/DUOUS 1 \ \ + + 4 \+_ + + + 1 '1I / ,A, h + 1 I. I. . 1 . I I DEC/DUOUS TYPICAL / \ \`� \� / DE rµyUOUS ECIDUOUS 2 AO CONC. STAIRS / , / _ - ' G \ i ' 1 \ I+ + 1+ + + / '+ \ + / APPROXIMATELOCATION / , as - - p / 1 \ + +\ + + !+/ + + + + + h + + 20' WATER EASEMENT \ / VARIABLE WIDTH/ / / I I I I APPROXIMATE 20'- - ' 1 ` +/ / + +per + + I I I , \ \ / ASPHALT / ACCESS EASEMENT / \ °s� L+ + + + + + + h + + I' sTi \ I DB 2085 PG 714 I / i ia4' / I , ' ' WATER LINE EAS�MENT I 1 0 \ l \ t RURAL AREAS ZONE + + 1. I 1 . 11. I. 1 I O X \ \ / `I` D82085P 711 /' / - I \ \\ IN lltl-33� S 9:'ATlC3 + \+ l XFi7 /7F�%3%� + + h + + I '. _ I 'I \ \ \ / // / I \/\ SEE DB 2085 G 712 I \ ` + +/ + + + + +.� -T-r -r + + I 1 _I I I 1 \ \ DECIDUOUS DB 2085 PG 714 EASEMENT / / /' ! ' I 1 + + + 4 + + + �- } �¢, ' c!. �L7/c� + + h + + 1 I I I o \ \ / \ / ' / I I I - to + ��h/ + + + + m, +�AI&47+A, 4�7� i.1. i. \� / / / \ 1 tit O IN OU� - ! 77 ' 15L V; TlC + + -1 A -cTIC a- ./ 1 �h + \+/ + + +�I+++++�++++++++++++�j ++++ ++++++ / ++ ,4a I '� ----}� - -MATCH LINE SEE 2 ++�+++ +++/++++++1+ h + + 1 1 I 1 1 I ----� - - - -- - ------ ----- �B - 1--- -- - - --- --- -- - - - --- -- --- ---- �. - °� AT .2 + + + I+ + + � + + + + + + aw so h + + \ \ \ \ \ \ �+ ' _ -. - SIGN _ , _ - C & G CO , / / SIGN/ I / / ��Yp(Yro� / I I r + + 1 \ \ \ \ \ \ _ _ - - - - '- - y _ -_ - - - - - _ --SAW- - - J. I CO / I 'O / T\+ + \ _ I S66°3432 E I �` I h + + I \ \\\ __ \IFo��'-�--_----- - -' - - -' _1 s L I I ! 20.47' I �'� + + Ih + + t + + +l + + +l + + + + + + + + _. __._-_ _ _ _-- - - - _._. -_ --_ --T - - - "W - --- - - --- - C\ S23°0942 458.84' - � K - /S%FO . _. - - - " -UF6�- _ - - - - =MHD - OF \ / \ / T /h f / /. . - - TOP= 544.66: I I mo. / `t + + �+ + �/+ � �+ / I I 1 -_ _ _ - ' - . tl FIBER OPTIC _ _-_-_- _-_-_ _ _ = 1 - - I I. \ ci \ l / I _ _ _ _ - lldViN �34.IL4.'24'PLAST/C / l WbODEGYAREA-_ _ , - -- _- �lNV I -53�4.98'24"PLASTIC I PULL BOX I PROPERTY�OUNDgRYLINE 1 1 / I 1 I l/ // / M / - _ - _ _ - _ - - _ Y- - - -- l VOUT=n3-86'24PLASTIC''. -551. ----.--------. . ..... . . . . TOP-542.25'- \ \ II\I\ I 1 s� �F18EROPTICtINES / N /lVV OUT x 540.2 24" PL113{lC - - ' - INV I� = 534.30' S PVC _ . \ \ ! / INVO=534.15'8'PV co \\ I / SCALE 1"=20' \ \ 1 / / / I 1 Fm _MANAGED/------� \ \ I 1 / / 0 / 20' 40-1 STEEP SLOPES _ \ . { I ! 1 \ \ � . 1 I I I 1 i I I I i I iij O �'Rgm U CRAIGW J. KOTARSKI Lic, No. 0402048507 6t, 6110121 owl M E 0 N Vi N C > E W N E LL 3 o w o w o m K Lut m Q< J V m w J - l M M U LuoN zp w v x N O LL 0 X v c F U > m c '^ O m N � M 00 �H O w 0 N z O F� F� H z 0 a V N w z O N W K F DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' I TF �� Oa J Lu J Lum 0 Lu a / c m <`I LL o 0 U) Z a a r'0 L\u 0 a / p U `o OW J U 3 U a Lu V/ H� _J z o n 0 a P uJ o 0 0 0 J) rn z Qo 0 z 2 d 0 IN N LL X d d L I I � / N d JOB NO. 44493 SHEET NO C2.1 a O SIGN/I I / , UFO + + + + + / + + + ' + + + / + + + /+ + + + + + . + + + t + + 4 2k +1 + + ' + + + t + + + "� + + + \ + + + + + + + + + + + + + + + + + �AAI 1 OO / I , S66034'32"E I Wr + + + l + + + {+ + + l+ + + 4 + + + + + +1 + + + + + /+ + + \+ + + + + I + + + + +\ + + + + + + + + + + + + + + + + + + + + + + ALTt3 O m __ -- _____ S -_T� n max' 20.4T I a + + + + t + + + + + +l + + + + + + + +�+ +/ + + t + +, + + + + + + + + + + + + + + I+ + + + + + + + + + + + + + + +_t + JET -�� / + + + l+ + + ,� + + t + + + + + + l + + + ��' BlJFFER1AND+BUIILDIpI+G\#S TBA + \+ +II + + + + + \+ + + + + +\ + + + + + + + -+ + + + + + + + + - - \ '✓`- " - - - - A4HD �I �'� OF " ` /' \\ / �+ + + + + + + + + + + + + + + + + + + + + / + + \F + + + + + + + + + �+ + + + ++� �f + + + + + + + + + + \i TOP=544.66: 11�. ' _ ao COMM. �1-+� �!+� �_I+� �_+� i_+� �,� -I - -� - -�\- - \ - - - - + + + + + + + + + O 1 /NV7N=7534A4.' 24'PLAST/C ` \ 1 I. \ `I \ ' // / \ \ `\ + + + + �- .I- + -+ - + + +� + to � cL �No. 0402048507 I r IN A( =ZN.08'24'PLA�STIC I' I' ` i157I PULL BOX \ I l \ *f b/10/21 0, .d. 1 II 1 \ 1 , / , / I I , / \ \ \ +- +'+ + + + + + + � o,� \ ,a ate. V OUT = 5�3�6 24'PLAS"ilC \ I \ \ _ _ _ ' + + + + + + + + +ro ti PlD 03200 00 00 04D0 O 4 + + +, + + +o \ N/FLINDA SHA WAND EVA WILSON IV, TOP=542.25' \ \ I\I 1 I 1 re _ FIffER 6PT7C11A(ES I / 1 \\ L + + /� + + + + \ + + m \ DB. 1961 PG.318 ZONAL = 534.30' 8'PVC �� \ I j 1 \ \ + + + + + + + + ... I 4175 DICKERSON RD. = 534.15' 8'PV ` ` v I 1 1 \ -_MANAGED STEEP SLOPES + + + + + + + + + N u \ 41 + + + + + + + + + E \`. n / \ ` I + + + + + + + + + \ o \ \. ,L�11" I I I 1, I I ' I \ \ \ ` 1 / I / 1 I 1 \ + + + + + + + + + + \ > E CIA\ \'' ', II =1 I 1 I 1 MATCH LINE SEE SHEETC2.1 \ _- - ++++++++++w; mW.>3 mb � � >_ \i i*I IAA I � IAA t Am i � � � A* lion I' � � � � � � �//� � � i � � I \ \ + + + + + + + + + + Q � � LL o 3 / / i + + + + + + + + + + . w O t M i w � O t°lD 03200-00-On-OO6R0 + + + + + + + + + + � d ; - + + + + + + + + + /" > o rn ._ I I / / N/F UNlVEF7SlTY OF VIRGINIA FOUNDATION \ \ + + + + + + + + +{ y / Z U) v M " I' '" I I I ! I I i \ I i / / ' / ` \ \ \ 1 I 1 1 I I H I I DB 4957 PCB 692 + + + + + + + + + I+ � / � � U, W TOP=540.64'/" / 1 I. .I.I_i"LI1.I"1 y i \I\il II / //1/I \ / _ \I 1 1 , 11 I I 1 �� / I _ - _S3 w \ ` I I 1 I I I I ' 1 455 85 AC)pES \ \ \ + + + + + + + + + I + / C N x N INV IN (W)= 5� :89 24" POSThCI i I ; I I E , m h 4419 DICKERSOINI ROAD + + + + + + + + + I + oJe a LL w INV IN (N)= 3 .99 15"�¢*tlF.I I I INV. = 534.7' m I \ I, o \ F _ 4 I 2 ' /I / 1 '1 11 „ 1 / h 1 1 \ \\ P++++++++++r I 0 U > O 15'PLAS7(lC W/FEIS \ INVOUT= 2 .42J0"I Lp4$TI�. I I "I III I 47 I / ' / { // , I % /'/ I 1 // / I N I a v`� I I `� I 1 ¢ In r/ - / I _ / / v ti I I I I I h 1 \ \ ++++++++++++++++I + \ ~ c IN. �' I I I I { I \ \ U \ p,0 m Lu +�++++++++++++++++\ + \ �\ 63 wM rr Q0+ + + + + + + + a v + + + + + + + + t,+ \ o w I " SCALE 1"=20' +v+ + + + + + + + +u 'INSAN+ +/4 + + + + + +0 20' 40' VO{SbINLETI LIT=5h2.26' X_ TIOP-542.26' 81'PVC 1 I l \ - - - - - - m \ rn /kV IN = 565.57'24 I ' l ` \ \ _ _ \ x I l \ \ I 1 + + + + + + + + i(n A C7 l-'LASTICI I � I / ` \ \ \ \ Q � a \\ � NV OUTI= 535.5 24" I I l ` \ \ + + + + + + + 'k u\ 0 FES `I rr gvi,bl I �� yo 1 PLAST/GI 1 I \ \ \ \ + +++++a++++++��++++ Dl _ INV OUT = 524.99'/ 1. 1. I 0 b n I l i I \ \\ I , 1 I I 1 I I \ \ \ `s F +m+¢;++ �+++++++meµ++ � w w \+ + + + + = Q / 1" 1 1 I I 2I,/; I I I I ---7---- - - - -- �I----- ----------\----------- -- + +\ t+ + + + +\ + + \ > DATE / _______ __ /' r _ \ \\ 0 1/21/2020 SD\INLET \ I I / , N25�tYi6- ---m_26&� ---- ---- / \\ + ++ + + + + + / / I x m \ I / / / T / + + +\ + \ 12 TOR = 53752 \ 1 I I m I \ �t _ - + + + + N °3H 02wE 50F0 + \ } INV - 534.07 l%V 15" PLASTIC \ 1 I I ,' �' _ / CONC SWK I S INLET - \'_" + + DRAWN BY INV. AV = 534.04 (N) 24"PLASTIC \ I 1 I , ' I , ' _ _ - ' ,' `, TOP 550.90' INV UT = 533.9724"RLASTIC \ \ I / _ _ \\ A. FONTAINE q RIPRA� I rn / / / � � - - - \ • DESIGNED BY I I I I I � a - / 7N{/ IN _ 544.2d" 1�'\ \ \ I \ \PLASTIC -t\ INV OUT = 5414 18'24" A. FONTAINE PLASTIC \\\ \ \ , S6602534H E • 36.16' PID 03200-00-00-04F0 CHECKED BY SIDEWALK \ - _ _ \ • I \ - 53 / N/F WINSTONS RUN LLC DB. 4242 PG.386 • C. KOTARSKI 4174 WINSTONS RUN • • A_ ti I ' 1 ' ' I PID 03200-00-00-04HO DISCOVERYDRIVE I I , 12"WO / l ti / lA I \\ • \ N/F WINSTONS RUN LLC +- 0.2 MILE TO LEWIS & l I I DB. 4242 PG.386\ MAPLE 4213 DICKERSON RDCLARKDR VARIABLE WIDTH ACCESS 1 8BEECH 10 PIN9 I II II EASEMENT ASEMENT ROS/RT�R'I/ OXIMATE DB 2085 PG 714 12 BE APPR PNDESIGN SPEED 25 MPH A2E VEPCO ASEMEN T IND& F 9D/�q � R FP�qV\qFS` �O Zp\QwqN\ DB 2001PG. 25 l�V.%WT=524.19' 1PASITIC WIPES 1 O6ANE' i /� F I II +II 1�I 5I III „-P�=I I�'SI IIITII/1IO I1 I I 1 \ `- \� cI) I ` '♦ i\i �\I�I UII I II I/III� \/\\\1I2I`I �,IiII /1/4' / i/ /W/O/// IC I I t I , 1/ E I I 17"BH//O51\\�-- _�\\\_- \-_ - _ -_ - PID 03200 00 00 019H1 N/F UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION -INLETW/GRATE/= _S9 540.5 ' 0.33ACRES INVOUT= 534.28'45'RCP'MHQ T3P1=541.32' Nvy. EXISTING N -F532 EMERGING TECHNOLOGY CENTER NV6UTf 525.32' 5'rLASTIC 12`(ETC) - - - - - - - NF W\ I ti BUILDING I I I I I I I I I I I I I ti i I 1 / \ I v I 1 I 1 Ud/' / \ /'/ / I T� / \ -- - -- a AI I / PID 03200-00-00-019H0 UG1 / / / / , / / I MHS TOP r541.58 I ; 2 - I / / % \ I I N/F UNIVERSITY OF VIRGINIA ' I� V IN =52Y.43(WJI 8'PVC I I ; I I h I I / / ` I 1 I I I I REAL ESTATE FOUNDATION / / / / / / �\ Y\ _ � ` \` { I#V.11V = 5J6.48(4 8'PVC I , I v / / / I , I lP/V.�7UT= 5�6.43(S1) 8'PVC I I I , I T ,-/- -I - - - - - - - - - I - -' - I - 1 ' I I 2.60 ACRES I ' ' ' /'/ / 1 I I I I I I I - - - - - - I 1672 DISCOVERY DRIVE / / / / / /' -UGp \ APPROX)MATE LOC N N- -93' CO EASEME ' I I21 S>A� /' r-SAN - - - -SAN - - SA' t- - - I-SAN - - II \ / /' / / / / \\\ / PLAT PG 657 /I - - - 8"PVC r- I S I �\ , \ IV4RlABLIEINIpTIHROAD ' ~ '� I �� --- ----- I , I 1 y ♦ / ♦ ___ / \\ \\ 1 \\ U ' I ACCESS EArSEMENT I / dq / I ` / I I - - - - T__ - T - -l- - - - - - - L -� 1 1 S�E DB 20k � G 709 (PLAT ' I l MHS TOP=550.12' l I I I % I = 0.42(Wy8'PVC "PEAS_ 20' SANITARY 'EWER rIN = 540.52(E) 8'PVC _ _ - - - - EASEMENT I 2 ' n INV. INV.OUT=539.875 8'PVC \\ ' / / \IN IN..6f D.B. 2085 PG.1709-718 I I PLASTIC -___-/ _ - 557. ' 15" PLASTI PARKING 1 �/ ASP`7\ r I/J 1 1 /I I 1 1 1 II I 1 PAVEMENT \ ) ASPHALT MHO \ I \cam \ \ I / I \ e PARKING / TOIL = 566.79 C \I \ \ \ I \ o I WV. OUT = 558.38' 15"PLASTI(SW� 2 ` \ m n I ---- / I I I ' r WATERLINE EASEMENT 20' WATER LINE ' \ 1 �1 \ i \ I n I / I 20' WATER LINEI I m \ I SEE DB 2171 PG. 263 (PLAT) EASEMENT, 'I \ \ `, \ /' EASEMENT I I \ I ROAD �{1CCESS EASEMENT \ I AND DB 2085 PAGE 715 (PLAT) i I FE TERED dN PIPE \ \ / CENTERED ON PIPE I � I I SEE DR 2892 PG 325 (PLAT) P.B. . 085 PG.'709-718 \\\ \ 1 / � I \ � / (END OF PAINT MARKS) I 1 1 1 � \ 1 I , 1 '1 1 d3 1 ` \ \ \ - r11 J' L 7/ \ I \ 1 MHD TOP =54� 15' _ ___ /___________ _ / , , \ r-------------- / \ r-- -- = - - / - / / ' I \ 1 1 I 1 \ ` - - - - - - - I I \ \ \ \ I _ i I \ INV.OUT = 539.�5' 15" PL.tSTIC / ' \ 1 I \ \ - - r-_------------II ----------------- - I / 1 I I I I \ x2 \ 1 1 c �W�\ X' \ \ \ --- ' _ 1 _ _ I __ - _ _ - - - \ I `� \ \ J- UGIP "951mot- r-------____� _------------- _ - - yy-�- - W �- C8 \ \ -\ \ \ \ T ® ®\ \ W \ w I ----\-- \-----------L ----. S25 27'15"W 455.99' ------ noun rno -0' - \\ -\ SCALE 1"=20' I TF ►EM ti c Oa J W Lu 0 n Lu / c m N � 0 a a Z > O n Z - r W 0 0 U Z `0 Od �v3 U a r^ a Luv 0O H -1 Z o(D 0 a wo aO o � ' c X m_ E� z w c m a O � 0 U 3 Z z„ Q o � a 0 ~� 0 a O m Y N LL X N0 Q\ gh m � U c Eo � m a m 2c 10 m JOB No. 0 c 0 44493 N co SHEET NO. n O C2.2 � E h/+ + + +,+ + + + +/+ + + +/+ + +/+ + + + + + +,+ + + + + +/+ /+ \+ + A + + +{ +`+ + +\+ + + + +\+ + + + + 4- + z+ + + + + +.r_+ + + + + + + + + + + + + + + + + + + + + + + +_+ + + + + + + + +.\ + + + + + + + + + + + + + a- + + + + �/+ + + .'+ + + /+ + �+ + +I+ + ,r +/ + +/+ + + + /h + + \+ + + \h +`+ \r +\ ++ + +\+. + + + +\+ + + + + + \+`\+ + -I. + + + + + ... -+_+ + + + + + + + + + + + + + + + +_+ -+-� + + + +-++ + + + + +,� + + + + + + + + h + +/'+ + + + +� + + + + ; + + + * + + + + # + +I + /+ + Ih + � + + + +\ � + \+ +\ + + {h + + + + +\\ + + + +.\ + + + +\+ \+ + +�+ � + + + + + + f'-+_t + + + + + + + + + + .+-� +-+ + + + + + + + + .-\ + + + + + I .+ + + + + + + t LEGEND: + + + + + + +1 + + + + .r + + + + + +L+ + + + + + + + +/ + + + + + +•.+ +\�+ + +\+ �. +\ +\+ � + + + + �+ + + + + \+ + + + +\+ \+ + + + + + ter- �+ + + + + + +-�-r_t_+_�-4-..-+ + + + + + + + + + + + + + ..... + + + + ....... + j + + + .1=+ �- / I I l l % �'- --'�'• `+ + + * + \ + \ + \+ + \ + + + + \+ + + + + . + + + +\ + +- 4. + + + + + + +�+ + + + + + + + + + + + + +-+ -+ +1 +--+ + + + + + � + + + ... + + + + + + + + + + r + + / < I I / / / / -1-\ + + +\+ + + + \+ + + + + +\ + + + +\ + + + +- +- t + + + + +-+-+ -h r- + + + + + + + + + + + + + + + +�+ �+ + + + + + + + + + + + + REMOVE CONCRETE 1 1 / / \ \ \ \ \ -� \ \ + / / \ / , / / _ I l / / / / / / / \ ` I \ \ \ \ \ \ �-� -� -+- t -+_ + + +\ Q•�,,,L * -+- -+ �- -+ + + + q . + + + + +. -+' + + ++ + + +` _+ + + + + + + + + + + + + + h yh +1 / / _ / , �' \ \ \ \ \ \ \ \ - ^ -�� + +- + +"ANDaBUILp/)fIG. T + + + + + + + + + + + + + + +^ + + + +�+ REMOVE ASPHALT + + + r "; s = '� _ �. /' / ' - I \\ \\ 1 \ \ \ ' - - - - - - - - \ - i+ + +^ \ +y+ + + + +_ t +- + + + REMOVE TREES \ \ \ \ + h 1 / \ / - _ \ ` ` \ A�ANAGED STEEP SLOPES �TYP. \ J �� , - - - - - - - _ ` +�+- -+ + + + + + + + / i J _ _.'. 'i �- / ` \ ` - \ - - - - _ - ^ . �+ + + REMOVE TREE 7 -7+ + y /'i i! / /� .- ---"- - i/ \\ \\ \ �� _ _�� ------Y___----- --.----'----- - - -- ------------- \ -�_�+ _+_t +-+-+ + + .��. SAWCUT 1 _ \ __ _ _ -- -- T_ / \ _ _ / TOP54. - _- . .-.----------._.,----.-.-.- .��. .-.-. J- - - - �. _ _ ��.'`�\ \ -\� +-+ + + + + + + + V� / _____ _ _ _ +�f.,. /%,�7 ! /// \\\ \ INVOUF= .6$-=___----.-.-.-----.-.--.-.--'- ---- -- ---------.-.-.---'- •---.-.-.-.----------- ---- _ - _ +1 J /l [ l/'f ///. - - \ ` j - 15'BL'ATl - _ .'.-__._._.-----.-.-.-----•----.-,--- �_-_------�-----.----'- �-----.-.--- � ��\ ��\ �� ++'r+}}}+}�}�}}}}.+} +/�� +' I + + + -+, + + + + \ \ {\\\\\ . \\\ +�' +^ k + + + \+ \+ + + \ \ \ \ I // \ i SD CURB INLET I '1 \ \ \ h + . +. I / / , / REMOVE CURB AND , { 1 \' \ \ ^+Qj + + + `+\ + + + `+\ + +. �l.i.l , \G/' - , TOP=552.38' I. +, + + + +\ _ + /+ l l l I , I /// \ \ ASPHALT - GUTTER (SAW CUT AT I' 1 \ ++ + + + + + + + \ - +/ NEAREST JOINT) ASPHALT 1 1 1 \ + + + \+ + + + \ lNV OUT = 543.98' I \ / , - - - - 18"PLASTIC - I..' { I. I . I { +Z + + + + + \+ + + + \ \ j.1 1 \ � + + + + + + + + \ \ + /. + ,J} r r L I I DUMPSTER � ` I '� / / \ \ _ - - - - - _ I . I \ FH .+ /I�I1 I �I ®��I I AREA /' \\ I /j / \ \----//---� III1'II I \ +�+- I ' I�I I / / / /� %vi %%' %%i ii' i \ 20' DRAINAGE /// \ � / � % i /i' ii' ii'' . . 46 4LAtl3, I ! j. II / EASEMENT / // \ nn /% %%% % . �+ + +, r I I l / I CONC. y DB2085 PG 714 I a %iii ii' ii' %i' /i /i %i / l PAD / L / \ / %//i%/%%�/ /i %i' % `: \ I I �. I I �\ + + + + + + + + �. %' / \ / %ii' h � + 7\�/ FLUSH �/ \ ++09.72' CONC. SWK. + h + .+. I. L_ / / SD CURB INLET - - - -- ---- - -- - \ /' I. I.I'l. I +u4i+ + + + + \+ + + 4 -- -_--------------------- \ + + + + + + + + + + _------ `. � SIGN SIGN SIGN h \+ .I .I_I.'J l / _� ` ,/ / TOF352.�11-------- , \` / AP RdJXI { '{ + + \ + + + + + +\\ / ^ \ / \ LANDSCAPE \/ t / +\ 1 I' I � I I I � I � / / / � / �(\G /, � I lNV IN = 546.49' 15"PASTIC \ I , ' INA�� \ IW TER ffAS lI1Tj \ + + * + + + + + + + _ h t }�� . I 1 I. I . ' / / / QVPS / %�` I INV OUT = 546.37' 15" PASTIC - - - + + + + + + + + + - - _ / `\\ Q 8085 �PCI 1 l l (+ + + + \+ + + + + + h + +\ + I h I I I L h r ' / 1y" ' \ l+ II 1 / \\\ '� I ' I. I I. !.,I +� + + + + +\ + + + + .�.I I'll' �I. � // // /\ WA4 / /'i / / \ v\\ I I ' I ' I I' I I ` + � + + + + + + vl�.t. I. I. 11.ri 1 WALK ' / \�\\ I .!I.II. �. �. {I ;', I�++++.++++++++++++++ 3T/ +1 .I .I 1. I I // y �/ / `\\\ , _ 1 1 1 1 I I +\ + + + +\+ + + + + / +P { 1. I .I 1 _ /'i' / REMOVE AND RELOCATE MHD , / \\ I I'1 F I. 1 1 \+ + + + + + . + 1 �.I .I \ I' I '\ { �� PlD 03200-00-00-019E0 SANITARY CLEANOUT / / '\\ 1 + + + + + + + + + + { . TOP = 547.78' \ ! I 1 _1 I I \ h +1 +. I _ I I.1 .\ \. } \ I \ UNIVERSITY OF VIRGINIA FOUNDATION ... + + + + + + + ' + I ' \ / lNV IN = 544.20' 15" PLASTIC + + +- h _+ + + + + \ h + 1 + I I 1 '\ \ \ \ . \ U DB 3838 PG 028 / \\ I p { { 1 \ + I. .\ \ \ \�. \. .\ I I 710ACRES / \ 1 . I 1 I +\ + + + + +- 4 `� +- - / lNV OUT = 544.18' 15"PLASTIC / A + +� I I \ \ \ \ .I\. 11� �\ \ - 1725 DISCOVERY DRIVE ��al` 1 1 .1 .1 1 �h + + + + + + + + + . - / { I 1 l 1 1 l GAS 2 LEVEL BRICK FACILITY ' \` { I I 1 II `\ 6 CURBINLET + + + + ' + P _ REMOVE BUILDING j / \ { I .1 .I .1 I + + t + + ' 1 1 . '1 t .1 \ \;,GU ATOR 3 LOADlNG SPACES O ' / I l #. 1 P T� +\ `{1 .1 I { { 1 j1' 1 1II \ \\ OVERHANG AND COLUMNS , ' - - _' \`\\ 1 . I 'I. 1 'll 1 I \-/NV UT�-- 0'M"R AST1G_ _+ - _ F + I I I \\ \\\ ' / 1 I I t \'-ice + /-- - - - -- + + + + + + . h + I+ l l I' I CONC. / a I \ !1!1 'I I + + + + + + + + + +I 1 i I I { 1. I I I N WALL LOADING DOCK / n \ 1. I. 1 \. I. 1 \ + + + + + + + + + .h 4 4 + I' I' 1. l . L A / / Itt / 1 + + + + + + + + �+- + l+ II I J / All ' 1! I I III + + + + + + +/+ + + / FI + F _I.I. 1lIlI.I REMOV / / / / �� 2 I I' i I - {+� .I I I lI 16 . 1 . I , LANDSCAPING / l / / I R{ I \ 1 . 11 11 11 Il + + + + + + + + \ ++ + + / \ +I I I. j. I . .{ 1 II' APPROXIMATE LOCATION OF EXIST/NG / / I I \ I \ + + + + + + + + + + \ _ +I l I ' 1 1. UNDERGROUND ROOF DRAINPIPES / I \ \ I + ' ! ' 1 1 1 !ANS ORMER / / / - - I _ \ APPROXIMATE / / I _ \ 1. 1' 1 .1 .1 I I I cn APPROX/MATE I I I I 1. 1 t\ ` h�+ +1. 1 y / LOCATION OF EX/STING / / I , ' I I + + + + + + + + + + \ LOCATIONOF SANITARYP/PE / I % I c 1 1' \ \ + + + + + + + t -+- -+ ^ ` \ _ _ _ , \ h +� +�.I l I I. I. 1. II. 1. j EXISTING FDC / / , / / _ _ - ' / ! I 1 \ \ I+ \+ + + +_ _+ -+- + + + \ ` I+ 44 P I I I , 11 + -+- _+ + + + + + + \ \ \ \ h + +I.I '1 / I , 239.3 J� II \ I \ \ \ _.+ + + + + + + + + + SHRUBS y / / / 1 / / / I I \ \ \ + `+\ + + + t -+- - t + \ ` � _ � - - Fl ER OPTIC I � l \\ \ � \ h {+�1� I 1.1 \ \ / UFO UFO_ -____ UFO- -UFO �- _- -_/ I l � II \ \ \/^ \ \ \ I \ \ + - - _ _ - �_ _ t + + + - _ PlD 03200-00-00-009G0 ` \ I t \ \ a ® I , - , _ _ G _ - _ _ ��L \ _ \ +� + + + + + + + + + N%F BARB\ Y L OR FLORENCE M BOSWORTH GAS LINE a - a / _ - - - - _ + +� + + + + + \ h + �+ I �'JI11D I .I _ `� 4I S/G vVr \ - �y- _ - - _ _ - - - _ _ G d` / �a I I \ \ ^ \ } + + + 1+ + + + � + \ _DB 2846'P\G 213 \ I. - i I� cn I \ / -2.28-ACRES $. ''Ll4yS11/C.I I �I I \ \ �'t /' -- - ------ - - \ -__ - ----- -- ---- --- - ` ICKE 'IW�V / \ \-------- CDR--T , -/- i +�+ + +++ ++ O +.LWyS71/Ci l \�,l / / / �� \ 7� ct R1 /--- cyTl I I I+\++++\ (+ 41\7D T, ON ROAD + + .I ", 1 .I \ IL W -I- W 1- / / / a / ' j 1 \ I+ +\ -t I+ + 1/ + + + + \ ^ \ \ \ \ I. ;. I. I I \ \ \ / ++++Ih.I.I.I.I III \/ \ \- -- - - �� --- - - v2 - - - yd- - /---- - -� - r r ,� I� {{ \ \ ++#1+�+++++/++++�++�� \ I h + I I. I.I. �. 1.1 .1 / \ \� \\ // o / CONC. STAIRS / / / / SAWCUT P. / I { \ I+ +I II + + /'+\ + + + + s 1 + + I.I. I / �srs\ \ APPRIOXIMATELOCATION / , �c Gr (TY ) \ + + + + A/ + + + + + o h + + I I I 1 1 / \ I A `� \\ / �' WATER EASEMENT \ / / VARIABLE WIDTH/ / , I I APPROXIMAATE 20' - ' { I ` +/ / + �+� + + + \ \ o + + { I I I I / �s `� \ / ASPHALT / ACCESS EASEMENT 1'10.4' ' 1 I \ \ �gtV�Q+/%ET \ h + +I I. h I d / \ T'o \ \\ \ DB 2085 PG 714 , , / , / I -- WATER LINE E4S�MEIVIT I T09,5442.54! +`+ + + + + + + t . + + RURAL AREAS BONE + + I I' I ' l , h l I \ I `X \ \ I / / DB 2085 Pq 711 , / / , ' SEE DB 2085 G 712 l \ is h++++I� I I.I. I'I \ \ \ / / / // / \ + + �,' + + ++++---r-ram � \ \ 20' DRAINAGE EASEMENT / / / / / I / I} ^ 9 \ l XFi7 /7F�P1� I I I l l \ \ , DB 2085 PG 714 I \ \ IN lPtl - 33 5' FhL, lO + + + I I \ IN O �, �7 t }bL �Tl� 1c��¢��c�-�_�j_ / ,r��1�L7Lc� h + l l ! ' I . I I o `� \ / \ , / / / � I - `�,� \ :-,; + M,+/ + + � + + + I +�/VfJ 8 4%�444 r4�, 417� � I+ + + h++/ %" v� \++\++// +++++1++++++ ++++++�+++++++/+++++++++++++ h�+++�; 11 p \ / - ; - - '� -- - - , -___ -- 24•,P,pgTIC , , +++M S SHEET C2.4 \ ATCH LINE �+ + } \\ I.IT \t1 t _ --- ------------------------------- --------------1------------- --- - �C&G� s t t s t it \ ` SIGN $ / �, �, o� h + +l - _ ' _ �. .` .f _ _ _ _.�.'. / I I - +/ + + + + + + + + + + + + 1+ + \ \ - _ - - _ _ - - _ _ _ _ _ _ _ _ - _ - REMOVE WATER METER AND h + + l \ \\\-_ - \/FO<t-_� �`�_____-_____ _ ASSOCIATED PIPE BACK TO FHA LINE + t _ N + PULL BOX AND FIBER OPTIC LINE / l I I I I I l l l II �2244. 'PPNl�=Wb-__`LAS-TIC II PULL BOX PROPERTY�OUNDFRYLINt x \ I /STOP=5�d1. lNVIN�/=54A.51'2 "? -----. -. . . . - .-- . -f-'- _ -. TOP=543.2 \ \ II\I\ 1 _ I�EROPTICtIM.E l l l 1 I 1NV (JUT x 540.2 24"PLA3TlC 4 IV O = 04.-1 \ I I RELOCATE HYDRANT / I/ 1./1 .1 I ti TO PARKING AREA _ MANA' REMOVE PORTION OF GAS LINE I / / ISLAND TO THE EAST STEEPS BACK TO MAIN. CONTRACTOR( \ I / v / ABANDON WATERLINE TO COORDINATE WITH AT MAINLINE \ CHARLOTTESVILLE GAS PRIORcj I - - - - - - - \ TO START OR CONSTRUCTION. \� I 2' I I ,' I V CRAIG W J. KOTARSKI Lic, No. 0402048507 6t, 6110121 owl M E 0 � o N Vi N C > E w Q LL 0 3 ow- K W t m Q< J V m J -m M M U LuoN zp U R - ~ X � _j < oa =,;,. ti X N = U > F c L^ cm N � M co M 0 x (D 0 0 w w U Q z 0 0 0 am O oc F� H z O a_ V w z O N W F DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONDUNE CHECKED BY C. KOTARSKI SCALE 1"=20' TF �� > > Lu 0 0 3 N O d Lu a ' > C - 0 Z N n o m L LL J a a Luz =) Z r n > U O `o O W J 3 U W O _j J C Z o 2 Q W n Q o 1 ` T E z O a 0 z In z Qo 0 z D d O > N L X N N L JOB NO. 44493 SHEET NO. C2.3 a 0 SIGN/1 , - � u", + +' + + + / + + + ' + + + , + + + I+ + + + + + + + t + + 4 V\ + + + + + t + + + "� + + + \ + + + + ' t + + + + + + + + + + + + + +_ +/ + + + + + + + + + + + I+ + + + 4 + + / + + + + + + + + 4 +\ + + + + + + + -+_ t -+ - +- -+ + REMOVE WATER METER AND + / + + + + + + +, + + 4 + + /+ + + \+ + iI + + 1 + + + + +\ + + + + + + + + + + + + + + + + + + + + + + LEGEND:I Tt3 m _T I I x\ ASSOCIATED PIPE BACK TO FHA LINE _ + t + + l + + + + + + + + + t + + + + + + + + + I+ + + + + + + + + + + + + + + .... +" JET - - - - - - - pgHD" REMOVE/RELOCATE l + + + + I + + 9' ER + + +\ + + + + + + ± �+ + + + + + + + + I,I" uP " +J + + + + + + + + I + + + + \+ + + + + + + + + + + + + + + PULL BOX AND + + + + + + + + + ® REMOVE CONCRETE (3)CRAAl'IGW FIBER OPTIC LINE , J. KO'PARSKI \ 1. \ I PULL BOX t / / I �I \ \ \ + + + +,i + t_+ + + + + -+' + + + ++- _ Li c No. 0402048507 IIVVIAF-=ZN.98`24_'PLA�STIC .J. II \ 1 / +-+'+ + + + + + + + \ L�-9UFc5.33.-86 2g'PLAS"ilC \ ` I I + + + + + + + + + ` ji REMOVE ASPHALT FAO 6/10/21 ok 1 \\ \ \ d0h $AL Ss + + + + + -TCP-= + ++ REMOVE TREES+ �+ + + + + +\+ , + +` 534-1S87V \ \ v I 1 \ \I I r RELOCATE HYDRANT \ , I \ \ +,++++++++++++++++++ tu TO PARKING AREA I 1 \ a REMOVE TREE MAII REMOVE PORTION OF GAS LINE I I r p ISLAND TO THE EAST / / I 1. I \ + + 0 ^ - PORTION OF (V \ N v STEEPS BACK TO MAIN. CONTRACTOR I N y ' ' ABANDON WATERLINE \ \ ' ' \ + VEPCO TO BE + + N c TO COORDINATE WITH I ; \ II n AT MAINLINE ' I 1 + + + ----• SAWCUT ¢ 0 CHARLOTTESVILLE GAS PRIOR II II ' / +++RELOCATED + ++++++ cl) Q ' ° TO START OR CONSTRUCTION. , I a \ X / / 1 I \ ` I I Lu \ ' I 1 ' Rl Y\ ♦ l +++++++++++++++++++ i ci w 3 W > ? =lam \II Itl IIII� �. 1 tl�llllt I \ + +t+ + + + I+ + + + Q / aLL� o Ij I iI I I; - MATCH LINE SEE SHEET C2.3 I I a BUJ z t I I 11" �11�13 IF /A D \\ + + + + + + + + + + <; -v; O MHD I II ,I ++�++++++++f++++++1+ / z o 1I1 I I \ I //_ \ I II I h / 65. 7 p2E 2 ++ ++++++++++++++++ �/ i / z M V TOP = 540.64' / " / I _ _ , 1 lNV IN (W)= 5� :$924„IPVJSITIIC'. I.. .NI .I i i I I\ � I I / I s Na \ � 1' V.IN = 934.T ' � I � 4 9 S + + + + + + + + + + r � O N ¢ w lNV IN (N)= 9 �5" p/ST/F.I I I I a I I / l rv" �z'PLAS7flC W/FES N \ I+ + + + + I+ + + PO ~ x ¢ N z INVOUT=y52.20"pL{,a$tl�" ,, 'I IV I I / \ = n � In I 1 \ + + + + + + + + + \ c I EMERGING TECHNOLOGY / a U+ + + + + + + + I+ \ SCALE 1"=20' 0 N w r r CENTER TWO (ETC 2) I 1 + + + + +I + + +t+ \ Maf REMOVE STORM PIPESAND I \\ m++++++++++I++++++ ,+ \ 0 20' 40' c llCl .0 o w 'STRUCTURES TO REROUTE 55,220 GSF I v�+ � + STORM PIPE AROUND Qj + + + + + `+ + + I , I / , _ FFE=549.00 , \ z+++++++++ '\ \ \ SAWCUTI(TYP) I I )� I I f' / nRLET i OPOSED BUILDING C1UT = 54226' - - ® + + / '+ + + �+ + + \ \ ~ / / '\ \ "I I , j.l ""I / I - r / I / r TOP=542.26' 8'PVC I �� I \ I \ - �+ +/+ + + + + + \ M I&V IN = 535.57' 24" I + �+ ' REMOVE CLEANOUT \ \ \ � \ Q + + + + + + +\ + + \ \ -ASTICI + + + + + -. + + t + \ x r 0 I I \ ! ' NV OUTI= 535.5 24" l Q + + + + + \ \ FES I rf J lbs " I c I \ , + + + + + + + o b. % I \ \ +W+ + + + + + + + 0 IIL I ; \ :\� ,o I 1 ,PLASTIGI / REMOVE CURB AND \ +�++;%+rn++++++.�+++ \ H lNV OUT = 524.99'/ , 1. 1 I"_ "I I I \ <y REMOVE PORTION OF \ GUTTER SAW CUT AT J 4 + + ` + + + + \+ + \ SANITARY LINE ( aB/ \ w NEAREST JOINT) \ 6 \ L w j.I III / \ .\ 1 1 / \ ` REMOVE 24" PIPE I + + + + \+ + + + + _ ¢ + REMOVE INLET + \ 0 + r + un DATE ---- - \ / ++� +T+T+T+T+++ + \ > - (C I I I iiii% I SDVNLET I !iiii % / /// /////iiii%% / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / 1DRAW NOBYO 1 I /iiiiiiiiiiiiiiiiiiiiiiiiiii \ \ ------ 5e INLET�� yyti + I / ' iiiii 12 TOR = 537.52 \%iiiiiiiiii' A. FONTAINE I I / /' I I � x 'n \ REMOVE INLET � iiii ///i// t \ I i%i%�%%i \ %i 1 I I %%%//i%%%%%%% /%/%% lNV f(V = 534.07 (l%V15" PLAST /%%%%i%%i%%%�/iiii - \ TOP = 550.90' () Q" DESIGNED BY / I INV.I = 533. N PLASTI %i _ / \ ` 7N}/ IN = 544.20 1w \ \\ \ I \ 1 /NV PUT = 533.9724"RLASTIC \ \ \ RIPRA� iii%iixr%%%%% iiiiiiiii%`iiiii%i r - - - - ` - - - - \PLASTIC �\ \ \ / • I / / / / I I 1 ; , \ \ %i%%iii_h /iiiiiiiiiiiiiiiiiiiiii" 4 / \ / I \ • A. FONTAINE /!iiiliiiiiiii' lNV OUT = 544 18'24" REMOVE FENCE \ \ \ 1 I I 1 �� I I I / , \\ 2� ' ' \ \ \ \ \ !/ /iii iiiiii c I PLASTIC \\\ - - \ \ / I Fr/D 03200-00-00-04F0 • CHECKED BY I I ` \ I 4 i! �%i� / iiiijjjj� o I ' SIDEWALK , \\\ - 553 _ _ \ /' rN/�WINSTONS RUNLLC /% ! %%%%%%%%%%%%% 1 REMOVE �\ \ - - -� l DB. 4242 PG. • C. KOTARSKI /iiiiiiiii' • • %I'iiii� � %iiii � / '\ ii' /iiii %i%%j%iii%i"ii%iv////i I SIDEWALK / \ \ 411�4 WINS TONS RUN I\ I I I I l iiii- / I I I I I REMOVE RIPRAP iiiii'iiiiiii / ' SAWCUT SIDEWALK \ \ _\' REMOVE PORTION \ \ AT NEAREST JOINT \ - - - - %jjjjj%%%/ REMOVE CURB I OF 15" PIPE PID 03200-00-00-04HO 1 &GUTTER _ N/F WINSTONS RUN LLC ' ' II I / / 12" O I 1/i%%i%%� ' i, %%%i%%i%i &GUTTER IA \\ I LEIS OI✓ERYDRIt/E I REMOVE/RELOCATE / /iii /////jig I DB" 4242PGUN I I l /iiiiiiiii iiiii' �\ 555 \ 4213 DICKERSON RD V.21M1LF Tb LI<VYIS & I I UTILITY BOX & ' l iiiiiiiill�riiiiiiiiiii' iiiiiiiiii - - / "MAPLE l l l iiiiiiii' / \\\ / \ \ • 1 I ASSOCIATED LINE Vfll$I , Rq IABLE GvlbT gC�E�S I I I I v I 8"BFrt CH / l APPROXIMATE 10" PINE I I I I 85 P)GE 14 I I a /I I / /A2i / / /ii%iiiii' / r \\ ' ' 5y7 ' \ ` \ - - APPROXIMATE L OCA N Pay ARF I DLL 2 85 PG 14 ' / l /%%!%%l//%Li m iiii%% ' �\\ p / NN qs I I i' I I / I I 12" L� /iiiiii' //iiiiiii' REMOVE CURB & GUTTER I I I I I' 1 Yiiiii// ////////%%iSIDEWALK TO REMAIN /iiii25 MPH , / !iii iiDB 200�1IOG. 25 ( ) VEPCO BASEMENT ' T REMOVE ADA SIGN I I I I I I I I / 16 NE l v.bUT = a4.1s' / / / t\\ / s6o _ZpNF I I I, I I I / 1'�LA�SITIW/LEIS Iii% / - _ \ - _ _ 1 , I / / iiii- .// l I I 4 149 WO / y%- / %iiii%y i%%Yi%i _ I �.� _ J 1E I rt -_ _I I I iiiii%iiiiii I I I/5„ -�TIJ \ I I I / �, I. � I / /17"B*H1'ii!�� I7�� i / a i 1 / / 1 iiii jjjj%% /%iii /iiiiYyREMOVE ADA STRIPING / , / 562- _ _ \_ _ - - -\- - _ _ P1D03200-00-00-019H1 - I 2 , I / / 1 D, %/i% /iiiiii% / /iiiiiii%iiy%' / / , , \\ N / _ _ _ - 1 I I I 1 I I I 1 / / 1/i/i%%i /iiiii%ij%jj / N/F UNIVERSITY OF VIRGINIA - 1I _REAL ESTATE FOUNDATION I S INL9TW/GRATE=540.5' I bI NI V VII %I I 1cI INVOUT = 534.2/8' 45"R/ /C/P \ - 0.33ACRES IIHQTP1_54132' y !iiiiiii EXISTING EMERGING TECHNOLOGY CENTERf!U7 525.32'PLA �45"R C 121f / IZ / I BUILDING SAWCUT (TYP.) I I ' I 12 \ I I I ✓ / / / / / ' /' \\\ / / /'// I l I I I , PlD 03200-00-00-019H0 M S 710P r5 1"58 N/F UNIVERSITY OF VIRGINIA l l ? IN = 2 . 3 IW YPVC I 1 \ 1 I / / / / \ / ( ) REAL ESTATE FOUNDATION / / \\ \ \ \\ lr\IIyIN=5J6.48ft 'PVC I / , I I I 2.60 ACRES IISl 'PVC REMOVE / N () , - - - - - I 1672 DISCOVERY DRIVE / / - \\ APPROX%MATE LOCA _ STRIPING T / / / �UGP \\ -93' CO EASEMENT REMOVE CURB I / \ -\ SA �-! SAN- - - a \ / P21 SAY-t-I-SAN III SAN- ' I I ; I 1 I 8„PVC LAT \ I PG 657 1IIII I,IIBLIEWIpT,HkOAD I I ACCIFS/S EATS ENT / d� / I - - - - - _ L -� REPLACE DI-7 TOP WITH 1 MHS TOP=550.1P' A / / / / \\ S E DBI20I �'q 709 PLAT) ( \ I l \ / I , r /I I DI-3C.SET TOP PER ( I / = 0.42(Wy8'PVC-__//// L "PEAS 20' SANITARY EWER _ - _ FINAL GRADING PLAN I I I n / INV.IN = 540.52(E) 8'PVC _ -� , \ \ EASEMENT j I i A INV.OUT= 539.87(8) 8'PVC \ _ _ �' /N .INIu 7 606 "PLASTIC I I\ D.B. 2085 PG.1709-718 1 b I I I I I cnpi I / / \ _ - - - _ / ' ` \ INI .O 557. ' 15" PLASTI I \ 1 I °\ / I 11'; I I I I I II \ I '1 \ \/ PARE(\ - - - G I I c� \ ` - I t t \ I\ \ I \ i i I I 1 ICATE N\ I ° \\ a LIGHOTPOE MHO\\ r AVEMENT � ASPHA t \ > LT l TOP = 566.79 I I \ l PARKING / C ( W I \ , I 1 \ \ \ o I / l�lV. OUT = 558.38' 1 \PLASTI S REMOVE PAVEMENT I I I 201 WATERLINE I \ 1 / I STRIPING \ I I r 1201 WATER LINE EASEMENT \ \ / / / I c 20' ATER LINEI 1 m \ I SEE DB 2171 PG. 263 (PLAT) \ c \ I I I I EASEMENT, ', \ \ \, \ / \ I ROAD OCCESS EASEMENT AND DB 2085 PAGE 715 (PLAT) /I I ,, \ / EA EMENT I I \ I ) i I PE TEI2ED dN PIPE \ \ / CENTERED ON PIPE I I SEE DLL 2892 PG 325 (PLAT) L.B. 085PG.709-718 I \ \ \ / / (END OF PAlN7/ MARKS) \ I \\ \ 1 I I I \ d3 ; ` \ \ \ -,I-L - L L 1 7- - TOP =54� 15' - 2 WATER STONE ----\ I \ - J INV.OUT = 539.�5' 15 PLASTIC , / - - - - - - / V,EILFLI$ � ALL r , / --- IN --- - Fil It I I �w --7- \ Cg � J- UGi� I.95 j I I I I I =r- / 1 \ �----- -- --� --- ' �' - W- -=--- - - \ _ _ \ `` 8"6VCI I II \ \ \ \ \ \ I \ \\\ 1 �------`' ' \ \ \ \ \ -r w- 1 ® \ \ W \ / J I \ \ / / I I�iq ' L ' I ------ _ \ - -t w- - I 11 \ \ \\ �I \ \ 1 �-,-- \ C ern \ \ \� \L_ \ \---------- I Aun Tn0 -a 6; ` ` SCALE I TF ;5 / > 0 Lum 3 0 N O d Wa C /J d N 0 a a Z > Q J " g Z � r W\ Z / O c U O `o _ d 0 � H 3 U�Ja V m 0 ox II J 2 d rn 0 a w n00 0 0 0 ' c E- zc m O a0 0 O 3 z„ Q O 2 a 0 ~� 0 a O > rn Y J N IL X C N O m h m � ate. U N O 0 6 � m 06 2c 10 a JOB NO. 0 o 0.2 m 44493 N C S SHEET NO. a 0 C2.4 m= � E + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SIDEWALK CONCRETE + + + + } + �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++1 I �+ _t++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ — + + — �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + HEAVY DUTY CONCRETE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++1 I ---��+++++++++,�ob�+++++++++++++++++++++++++++++++++++++ + + I +-. + + + + GRAND�BUILD11VG + + + tE+TP34G#K+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + I lW, — —.-. + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i© HEAVY DUTY ASPHALT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 . . . . I MANAGED STEEP SLOPES TYP. % A , - + + + + + + + + + + + + + + + + + + LIGHT DUTY ASPHALT + + + + + + + + + + + + + + + + + + + + + GRAVEL ++++1 I+++++++++++++++++ . + + / _ + + + + + + + + + + BUFFER AREA + + . , . . . . . . . . . . . . .'," / . . . . . . . . . . . . . . . . . . . . . �+ + + + + + + + + _'. .'_' . .'," ." ." . .'," REINFORCED TURF ++++ / .... ...... ' . . . ...... ' . +++++++++++++++++ + + . . . . . / . . . . . .. . . . . . . . , . . . . . . . . + + + + + + + + + +. . . . . . + + + + + + + + + NOTES: + + + + + + + + + 1. CONTRACTOR TO COORDINATE WITH + + . �. + + + + + + + + UTILITY PROVIDER TO RELOCATE EXIST. + + . / / + + + + + + + + + FIBER OPTIC LINE AND TELEPHONE LINE + + ++++++++ + + + + + + + AS NECESSARY FOR CONSTRUCTION. 2. EACH OUTDOOR LUMINAIRE EQUIPPED + + + + + + + + + WITH A LAMP THAT EMITS 3,000 OR MORE . " + + + + + + + + INITIAL LUMENS SHALL BE A FULL CUTOFF + + + + + + + + + + + + + + + + +LUMINAIREAND SHALL BEARRANGEDOR + + + + + + + + + SHIELDED TO REFLECT LIGHT AWAY FROM �v' P + + + + + + + + + + + + + + + + + ADJOINING RESIDENTIAL DISTRICTS. W� + + + + + + + + 3. A KNOX BOX SHALL BE REQUIRED FOR THE +. j / / + + + + + + + PROPOSED BUILDING. tL / / SD CURB INLET +m + + + + + + + + ARCHITECT/CONTRACTOR SHALL + " + (0 / j TOP = 552.38' W + + + + + + + COORDINATE WITH FIRE MARSHAL'S + +" Z / / /V + + + + + + + + + / lNV OUT = 543.98' m OFFICE FOR FINAL LOCATION. _� Y // ASPHALT ASPHALT ASPHALT + + + + + + + + " + I . � /j / 18"PLASTIC + + + + + + + + + 4. ALL WATER AND SEWER FACILITIES TO BE +" / / RE TRIPE PARKING RELOCATED + + + + + + + a4JUMPSTER / / DEDICATED TO PUBLIC USE AND THE + I ® / / FLUSH CURB CURB TRANSITION CG-6 TO MATCH EXISTING FIRE HYDRANT +� + + + + + + + + + 1" (AREA / / / / - " + + + + + + + EASEMENTS FOR THOSE FACILITIES AND + + . / / +m + + + + + + + + SHALL BE IDENTIFIED BY A STATEMENT 1 20' DRAINAGE / / + + + + + + + I THAT THE FACILITIES ARE T BE EASEMENT / / C S O 8 LLARDS 2 DB 2085 PG 714 . + + + + + + + DEDICATED TO THE ALBEMARLE COUNTY N — — CO C w + + I . PAD +� + + + + + + + + SERVICE AUTHORITY. + 1 � � � \ +� + + + + + + + + 5. CONTRACTOR TO COORDINATE WITH +nn + + ® 9.72' �� CONC. SWK. FLUSH RB ae 8 6 _° Cc� G o' . \\ - CHARLOTTESVILLE GAS DEPARTMENT IN + + + + + + + " o ° +� + + + + + + + + REGARDS TO THE INSTALLATION OF THE _ _ i \ + + + + + + + GAS LINE AND ASSOCIATED METER. + + +.� . L SIGN \\\ + + + + + + + + + + " + ` AP ROXIMATE 0' + + + + + + + + + + LANDSCAPE \\ \ + ��i \ W TER EASE NT * NEW/ADJUST€D ACSA + + + ++ + / ///// �/ \\\\\ D 2085PG71 WA E}�{SEMENIT + + i + / �� / WALL \\\ + + + + + + + + + +N F 3 + + + + + + + + + NOa + / WALK \ + + + + + + + + + + + ///� + +� \ \ IF + + + + + + + + + + SCALE 1"=20' + / 5'CONCREIIE \\\ ++++++++++++++++++++ + + +.� . I I / PlD 03200-00-00-019E0 >: SIDEWALK \�\\ � + + + + + + + + + + + + + + + + + + + 0 20' 40' I, UNIVERSITY OF VIRGINIA FOUNDATION \\ + + + + + + + + + + j DB PROPOSED BUILDING \\ +"+... II \�I ++++++++++++++++++++ + I 1725DISCOVEREYDRIVE ADDITION \� + + + + + + + + + + + I I \\ + + + + + + + + + + + � I 2LEVEL BRICK FACILITY , °` � � \ + + + I GAS 115' \ + + + + + + + + + REGU TOR \ + + + + + + + + + + + + .+ . I 3 LOADING SPACES \\\ + + + + + + + + + + + + 1 + + + + + + + + + +� CONC. EXISTING BUILDING + + + + + + + + + +N + + I WALL P + + + + + + + + + + LOADING DOCK ti + + + + + + + + + + + + m + + + + + + + + + + + + + � I 1 + PRECAST CONCRETE + + + + + + + + + + "+"� . . I WHEEL STOP (TYP) + + + + + + + + + + + I m I + + + + + + + + + + + +" APPROXIMATE LOCATION I + + + + + + + + + + + + I OF 10" HDPE ROOF DRAIN I I + + + + + + + + + + + GAS CONNECTION j I + + + + + + + + + + + RANS ORMER I + �" I I / APPROX/MATE APPROXIMATE SANITARY SEWER AND METER+++++++++++++++++++ + +. LOCATION OF EX/STING CONNECTION ROOF DRAIN I LOCATIONOF ". SANITARY PIPE ,; � I 1 � + + + + + + + + + + + +" / EX/STING FDC / + + + + + + + + + + + I O 239.3 ' + + I 1 0 + + + + + + + + + + + + I - - -" SHRUBS J 1 / / I + + + + + + + + + + + + I + + + + + + + + + + Fl ER OPTIC 6.. a I + + + + + + + + + + + "+" `� \\ UFO— UFO— FOL,5.Q— UFO— - / / I + + + + + + + + + + I" \ \ - - —UFO— — UFp` + + + + + + + + + + + +" \� - G G G I PlD 03200-00-00-009G0 a ® + + + + + + + + + + P a P — G N/F BARRY L OR FLORENCE M BOSWORTH ++" L \� � ++++++++++ + + SlG 2 'W I + + + + + + + + + + DB 2846 PG 213 2.28 ACRES + + "� . " ' , " ' ` ` CaRB- i o j I + + + + + + + + + + 4147 DICKERSON ROAD + + `\r IL W w W N - I + + + + + + + + + + + + — — — + +" \ I \ \ I I I I+ + + + + + + + + + j WA L/ E C 12 / I + + + + + + + + + + + + \ \� I I \ I I + + + + + + + + + + t I_ + + " v2 I I + + + + + + + + + + + o o CONC. STAIRS I I + + + + + + + + + + + + + + + + + + + + + + APPROXIMATE ASEM SEMEN VARIABLE WIDTH I `� N I p / APPROXIMATE20' + + + + + + + + + + + + \ \\\\ \ PROPOSED 20' WATER EASEMENT \ 4" PVC + + I ASPHALT ACCESS EASEMENT 110.4' I + + + + + + + + + + RURAL AREAS ZONE + + \ IRE HYDRANT DB 2085 PG 714 + + + + + + + + + + `�� SANITARY I WATER LINE EASMENT \ \ NEW 20' WIDE ACSA DB 2085 PG 711 ONTRACTOR + + \ \ ASSEMBLY SEWER N T SEE G712 + + + + + + + + + + + + y h i7F"�P1� `� � WATER EASEMENT 20'DRAINAGE EASEMENT N � RIFY TIE-IN T,� � j I+ + + + + + + + + + -T-r -r- � � + + \ \ DB 2085 PG 714 -7 + + + + + + + + + + + + T \ \ \ I ISTING SA TA Y �c� �t + + I Ny 41NE IN FIELq - + + + + + + + + + + + + + + + + + + + + + + + + + P \ _ - _ CURB + + + + + + + + + + + + + + + + + + + + + + + + ------ - - -- - ------ --- - �F - --- -- _ --- - +� +� + + + + + + + + + + + + + + + +----------------------------------------------------------- t + +� C&G SIGN tt1•+ + + +�+�1•1• SIGN + + _ -- _ _ _ S� _I I —� 3'GATE UUFp MATCH LINE SEE SHEET C4.1 + + + + + + + \ SAN I UGT + + + + + + + + + + + + + + + + + + + + _ \N + + + + + + + + + + + + + + + + + + + + "� _. + + � FO— C� 30' 6' TALL BOARD ON + + _. UFO �. _ . I I �� + + + + + + + + + + + + + + + + + + T! -=O BOARD FENCE W/ GATE + + + + + + + + + + + + + + + . ... UFO - = UFO— —" OF + + + + + + + + + + + + + + + ._ — UFO— I FIBER OPTIC . . . . . . . . . 10, J I. 121 WOODED AREA I I n I PROPERTYBOUNDARYLINE II"I J n '° al UTILITY YARD ° .. I I n 2 I 10.42' GAS METER AND TOP=542.25' III 4b I CONNECTION (SEE NOTE #5) INV = 534.30' S PVC I I II (2) BOLLARDS INV O = 534.15' 8'PV I I MANAGED I"I STEEP SLOPES . . I ! I 340'- I a� I I RELOCATE FIBER OPTIC LINE (SEE NOTE#1) " i Tf3 (;` ffi Gl . O V CRAIG W J. KaFARSKI Lic, No. 0402048507 6t, 6110121 owl M E 0 N Vi N C > E w °/ E Lu . o 3 ow- w om K W a n Q< J V m J —m .. rn U W oN U R — ~ L, X � _j < � it 0-cc = v c F U ¢ m c V^ O m co � M a� F� f H z O a_ V Lu w 0 z O W F DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' TF �i Lu 0 0 3 N L\u 0 a a C r a N 0 W a O > } _j Lu J O o OJ 3 7 U Q L c --I LLJ LL oI 2 Q S O a JOB NO. 44493 SHEET NO C4.0 a 0 x 0 SIGN 1 GAT S� I1 o0 I I. G) 1. n I 2 I o n TOP=54225' III I II = 534.30' 8'PVC I = 534.15' 8'PV I I I I 41. I - MANAGED I STEEP SLOPES II I I I I I I o �ZT Ir O III 11.II. I i U IiI I rl I � Z iI II I _�'� o N z II 1I`I � �* I ii I o I1 1 0l I I I ' IIII I� IiI I I I I' I I til I I ' I y y I I 13. I I I I )I I �1 i I I� CROSS WALK I I i CG-12 STRIPING i I 100' SIGHT n DISTANCE LINE I� CG-12 PROVIDE UTILITY BOX AND - COORDINATE WITH PROVIDER PA ON FINAL LOCATION I I I SIGN DISCOVERYDRIVE I ° +- a2 MILE TO LEWIS & CLARKDR ; I RP0' VARIABLE WIDTH ACCESS I EASEMENT I I I 2 1 DB 2085 PG 714 I DESIGN SPEED: 25 MPH STOP SIGN & BAR 6" T&SV i I it 30' I ° r� GATEO VALVE �87-IC ZI II I SEE PAVEMENT y� I I I n REPLACEMENT JOINT I ; ��\I UI l I O DETAIL I I I 1 I I R15' n' I I� z I 6 � ' " MHS TOP=541.58 I I I b I n ; h ' : ' : ' I rn INV.IN=527.23(W) 8'PVC I I I I INV.IN = 526.48(N) 8'PVC INV.OUT= 526.43(S) 8'PVC— I I I f 100, SIGHT DISTANCE LINE i I VARIABLE WIDTH ROAD — ACCESS EASEMENT I d 48...... : T SEE DB 2085 PG 709 (PLAT) 8 .:`—.- I I I cN c� (I � 10 �d5 ice/ era/ i�/ 1 ' ' 1 I / ;I d6/ REPLACE CURB \ It 20' WATER LINE � 1`,I 1 11 EASEMENT CENTERED ON PIPE \ \ \ 7 D.B. 2085 PG. 709-718 I \ RELOCATE TELEPHONE LINE (SEE NOTE #1)- �2 \ w 11 .95' I — �\ �-Vr 8'PVC I \ 15' 8'PVC \G � G UFp + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2k + + + ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + UGr� + + + + + + + + + + + + + + + + + + + + + + + + + + .� + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ........... + + + + + + + + + + + + + + + + + + + + + + + + E \rUGT— + + + + + + + + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + �,, ALT30F9m —30' 6' TALL BOARD ON \ C CONCRETE SIDEWALK =0 BOARD FENCE W/ GATE + + + + + + + + + + + + + + + + + 59' BUFFER AIND+BU4LD1,N TPA 2 + + + + + + + + + + + + + + + + + + 0d ° m 10, S, 20.38' ++++++++++++++++++ HEAVY DUTY CONCRETE UCRAINW 040204 S07Ir ft�Q"O ° Q -a p + + + + + + + + + UTILITY YARD o .: + + + + + + + + + © O 6110121 wk� Q , 28' + + + + + + + + + 50' BUFFER HEAVY DUTY ASPHALT 10.42' GAS METER AND \ �_ o ' : + + + + + + + + AREAsSjO?SAL C� + + + + + + + CONNECTION (SEE NOTE #5) + + + + + + + { 19�� (2) BOLLARDS + + + + + + + + + LIGHT DUTY ASPHALT RELOCATE 15' + + + + + + + + + L� VEPCO EASEMENT + + + + + + + + + + + + + + + + + O GRAVEL o E 340' + + + + + + + + + _ I N o `N N RELOCATE FIBER OPTIC LINE }++++++++++++++++ Q + + BUFFER AREA w > E MATCH LINE SEE SHEET C4.0 (SEE NOTE #1) ( + + + + + + + + + LLI w > 3 ti + + + + + + + + + w v 3 2 Lu + + + + + + + + + Q El REINFORCED TURF a ILL 0 3 + + + + + + + + + ow �^ z U + + + + + + + + + + J wO m h L + + + + + + + + + Q Q W = z 2 Z PlD 03200-00-00-006R0 + + + + + + + + + + + � NOTES: w J _ ui O W W N/F UNIVERSITY OF VIRGINIA FOUNDATION + + + + + + + + + 1. CONTRACTOR TO COORDINATE WITH > o " RETAINING WALL DB 4957 PG 692 + + + + + + + + + + d In `" a Z cu UTILITY PROVIDER TO RELOCATE EXIST. .� ] to O O + + + + + + + + + I V' W N M h ~ U U (DESIGNED BY i FIBER OPTIC LINE AND TELEPHONE LINE +� v O 2 455.85ACRES + + + + + + + + + + H .� V U 2 W to to CONTRACTOR) 4419 DICKERSON ROAD 26' + + + + + + + + + AS NECESSARY FOR CONSTRUCTION. '' -1 N LL w 0 � O O a + + + + + + + + + + 2. EACH OUTDOOR LUMINAIRE EQUIPPED it ai p ti g � . + + + + + + + + + oa �v > O SAFETY RAILING, 133' + + + + + + + + + WITH A LAMP THAT EMITS 3,000 OR MORE N. x v ry z O U L + + + + + + + + INITIAL LUMENS SHALL BE A FULL CUTOFF x v ¢ O > d WW WW EXCEEDWALL "HIGH, EMERGING TECHNOLOGY I +}+} } }+ +}+}+}+ oN > o LUMINAIRE AND SHALL BE ARRANGED OR o rn Q 2 Z SHIELDED TO REFLECT LIGHT AWAY FROM ° w O TYR Sw{j + + + + + + + w M CENTER TWO (ETC 2) 41+ + + + + + + ADJOINING RESIDENTIAL DISTRICTS. a v a 2 I� SAFETY RAILING, ¢ ¢ ¢ PROVIDE UTILITY BOX AND �� + + + + + + + + WHERE WALL 3. A KNOX BOX SHALL BE REQUIRED FOR THE o w O 55220GSF �,++++ +++ �� aOODU COORDINATE WITH PROVIDER xj + + + + + + + + EXCEEDS 30^HIGH, PROPOSED BUILDING. U U ¢ ¢ ON FINAL LOCATION F F E = 549.00 + Z+ + + + + + + + TYP. ARCHITECT/CONTRACTOR SHALL � � � � � ® + + + + + + + + COORDINATE WITH FIRE MARSHAL'S a a a a a �+ + + + + + + + + 2'-8'TALL � + + + + + + + + + OFFICE FOR FINAL LOCATION. � 2 2 2 2 2 RETAINING WALL + m+ + + + + + + + + (DESIGNED BY 4. ALL WATER AND SEWER FACILITIES TO BE O O O O O O 6" CLASS-52 DIP FIRE l + + + + + + + + + CONTRACTOR) DEDICATED TO PUBLIC USE AND THE x ti � ti U) ti 6" SANITARY SEWER + + + + + + + + + + LD ROLL TOP DOOR LINE CONNECTION ¢ I EASEMENTS FOR THOSE FACILITIES AND CONNECTION 5' \ + + + + + + + + + O W W W W W (8) 6" RISERS W/ HANDRAIL 1" TYPE-K COPPER +Lu+ + + + + + + + + SHALL BE IDENTIFIED BY A STATEMENT � DOMESTIC SERVICE ROLL TOP DOOR \ +W + + + + + + + + + THAT THE FACILITIES ARE TO BE F ADA RAMP oa + + + + + + + + +I 46' W/ HANDRAIL LOADING AREA Jo DEDICATED TO THE ALBEMARLE COUNTY o \ \ \ \ \ + + + + + + + + + + SERVICE AUTHORITY. > w N N N N �a + + + + + + + + + _ ¢ rnN�N o „ \ 5. CONTRACTOR TO COORDINATE WITH ++++++++++++++++++ CHARLOTTESVILLE GAS DEPARTMENT IN a O C60 c ta " + \++++++++++++++++++ REGARDS TO THE INSTALLATION OF HE Oz + +\ + + + + + + + + GAS LINE AND ASSOCIATED METER. T 0 DATE ° 32.25' \ LEVEL 5' �o. ° •°' \ + + + + + + + + + + LANDING ++++ ++++++++++++++ 112112020 0 DRAWN BY 6' °, � I TIE BUILDING SEWER � � ++++++ +++++++++++++ } SERVICE TO EXISTING LINE ° + + + + + ° 6" CLASS-52 DIP \ \ A. FONTAINE z FOR REMOTE FDC - 5" 5 \ I \ 83 • DESIGNED BY ° A. (3.5' MIN. COVER) " \ I \ NPO A. FONTAINE 6' I \ \ „ 6' 6" CLASS-52 DIP o \ \ PlD 03200 00 00-04F0 ° 20' ACSA EASEMENT) o N/F WINSTONS RUN LLC SCALE 1 =20 • CHECKED BY \I \ D8. 4242 PG.386 0 20' 40' • C. KOTARSKI AD CG-12 LEVEL 2p 1" WATEF2 (2) BOLLARDS (TYP.) UP TO 3' TALL \�\ \ 4174 WINSTONS RUN • • RKING LANDING METER (EN (TYP.) 5 12.88' ° v RE(DESIGN D BY \\ \\ \ — — SCALE WHEEL OF ACS I\? CONTRACTOR) \� \ \ • PlD 03200-00-00-04H0 1 "=20' STOP OWNER SHI ) ENCLOSDUMPSTER 20 \ N/FWINSTONSRUNLLC • ' (TYP) n ENCLOSURE (TYP.) �� 18 ° REMOTE FD U TALL BOARD ON Ci D8. 4242 PG.386 CG-12 ° BOARD FENCE W/ GATE ? REINFORCED TURF I \\�\ \� \ \ \� 4213 DICKERSON RD • 1" COPPER PIV _ ° EMERGENCY ACCESS APPROXIMATE RS' WATERLIN CG-12 \\ ° . 5 c CURB TRANSITION \� \ \ \ LOCATION ��q�yN gRFgs w CG 6\\ \ \ Gc \ \ DB 2006 PG. 25VEPCO ENT Np s� OC �pM F CG-6 (TYP.) 1" CORP. STOP CG-6 �\\ \ oG�\ \ '9R/fNT O a 4" WHITE PAVEMENT 24' n �� STRIPING 6" CLASS-52 DIP z 45° BENDS CONTRACTOR TO RESTRIPE PARKING \ \\ \ F J 6"X6" TEE 3 " GATE VALVE SPACES IF SYMBOLS/STRIPES ARE �� \ \ \ W R5' R5' DAMAGED DURING PAVING ACTIVITIES �� \ \ PID 03200-00-00-019H1 \ R5' R5' R5' I R5' �� (P 4" WHITE �� \ \ N/F UNIVERSITY OF VIRGINIA y REAL ESTATE FOUNDATION w 2 PUBLIC STRIPING T FIRE ° �� \ 0.33ACRES 0 RT GG-2::::: HYDRANTI EXISTING �� \ N CG-2:. : :.:....... CG-2FL R3' R3 R3 R3 EMERGING TECHNOLOGY CENTER \ �\ w (ETC) \ \ R3' _ BUILDING \ R123' SEE PAVEMENT T / — �� PID 03200 00 00-019HO G 9' 9 REPLACEMENT JOINT 0 \ N/F UNIVERSITY OF VIRGINIA U�� \ 0 W o (n P) \ \ a — (TYP.) : 15 :::::::::�: PAVE & GRA ING REAL ESTATE FOUNDATION \� — — — _ EXIST. PARK NG 2.60ACRES SPAC 1672DISCOVERYDRIVE �� } — R5' APPROXIMATE LOC Tl l� \ J 8 -1§ EASEME :EG-2: ;: COVE�f R2'— — D �\� �"21i2� \ , w p c :8„PVC SAN—ri.` _. AN— — I p 1� �\ / PLAT PG 657 > U 'o .— I_ CURB \ \ d — — — — y TRANSITION U O J 3 L `---- -- —----�--J _ \\ \ a Z 91 : MHS TOP =550.12' A \ c U Q a 0.42 W 8'PVC m "PEAS_ \ \ w 9 0 R3' D':SANITARY SEWER n INV.IN = 540.52(E) 8'PVC P - - - \ \ 4 co Q EASEMENT e INV.OUT= 539.87(S) 8'PVC )— — — r — 0 Z 0B.2085IPG. 709-718 I O CG-3 I I O 02 L ° CURB Q \ w �} 9' o (TYR) I 1 ASPHALT C I I \ J c 24' I 18�' .� 18' I © PARKING 11 ° a \ I \I\ I a o —+I+� ' CURB c U R3' ) (7YP.24'�:: _. 4" WHITE oXB = (TYP_k:: PAVEMENT RE -STRIP EXISTING ROW OF ASPHALT PAVEMENT TRANSITION \ \ I --I R3' PARKING TO ALIGN WITH PARKING STRIPING \ \\ z h n EXISTIN ISLANDS AN FIT 2 \ \ a R5' CG 2 2 PROPOS D PARKING y \ Q m R5'o�� \ z �_ R29' 24, n WATERLINE EASEMENT 20' WATER LINE � I SEE DB 2171 PG. 263 (PLAT) l I I \ m EASEMENT I ROAD ACCESS EASEMENT AND DB 2085 PAGE 715 (PLAT) D 0 \ ' s CG-6 CENTERED ON PIPE I SEE OB 2892 PG 325 (PLAT) / m I I I \ 0 OF PAINT MARK SEEPAVEMEBIT d3 — 1 — — L -- LL L? R3' DETAIL M CO h Q ' ' REPLACEME JOINT STONE 4" WHITE ;: g / �� g n _--_ ------------ WALL PAVEMENT i E o '--8 PING i i i I, 'i ' m - -J I ----------- 1 ® ' - y------------ ---------------------- -� y�i=t I -� JOB NO. - �C 1 i ---------- ------- w� _ _ _ �& — — uGP— __ = 44 j� 10 a ---- ---„ --y SEE PAVEMENT W I _—w-----W----�® ® _—W— C& 493 \ y%' REPLACEMENT JOINT WALL N DETAIL ----- — W _____ ---- J - SHEET NO n o _ N N n --------------- - - + +f + + + +1 + + 4/ + /+ + /+ + + +'+/�+ \+ + + +\ + �+ + \ + } +1 + + + + + +\+ + + + +\ '�,+ + + + �F-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + +.. + + + + + + + + + 4- + + + + �.+ + + .'+ + + /+ + I+ + +I+ + IF +/ + +/+ + + + /+ + + \+ +\ + 4 +\+ \r +\ + � + + +\+� + + + +\+ + + + + + -I. + + + + + + . F�.+_+ + + + + + + + + + + + + + + + ........ + +-�� + + + + + +,\ + + + + + + + + + + + + +/'+ + + + + r + + + t + + + * + + + + # + + + /+ + I+ + } + + + + + + \+ +\ + + \r + + + + +\\ + + + + \ + + �} \� + +`+ � + + + + + ... r +_t + + + + + + + + + + .+-+- +-+ + + + + + + + + -+ _+ + + + + + -r_+ + + + + + + ±_+ + + / + + + + +1 + + + + * + + + 4 + + + + + + + /+ + + +/ + + / + + 1 + + + + + + + \ + * + \ + {� + + + + + + + + + \+ + +'PL+ \.e r + + + + + �- � + + + + + + - +- -+_ t _+_ _+ -4- -a- - + + + + + + + + + + + + + + + +. \ + + + + ....... t -+- -+ -+ + + + + ' + + + + �+ + + + +�_ t-+ �. �-� y -!-• -=1- r -� �+ + + 4 + /+\ + \+ + \ + + + \+ \+ + + + + + + + + + + + + \+ + + tC(` + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-+. + + + + + + + + + + + + + + + + + + - j + + + .i=+ �- / ' I I l l % -'` -'�'• \ + + + \ � + \ + \ + \+ + + + + + \+ + + + + \r\ + + + + - i. + + + + + + +�+ + + + + + + + + + + + + +_+ -r +\. +--+ + + + + + + + + + + + + + + + + + + + + + - r + + ! c I I I / / ' ' —1_ + + +\+ + + + \+ + + + + +\ + + + \ + + + +-- +- + + + + � + + - 4�+-+ -+- *- ... + + + + + + + + + + + + + ++ + + + +.. + + + + + + + + + + _ _ _ - - - _ _ 1 / / \ \ —� \ \ + + + / , / \ \ { \ \ -� �+ + �+ + +\ + + + + + + ... + + + + + + + + + + + + + + + +- + -4\ + + + +_ _+- + + + + + +\ + + + +- +- + /+ + 1 / - \ \ \ \ \ \ \ \ �� + + Of AN04BUILDING & Tb Gt + + + + + + + + + + + + + + + , + + + +\+ + + + + + + � r- + + ,+ .i .�.i i ,/i� i��.i �/' �' „�/ �i �/ - \ \ \ \ \ \ \ \\ \ _- �` i+_f +�+�\ + + \+ + + +_+--+-+ + + + i _--- 4 /. � - ------� ++ /+ ++-�-+ + + + + ++ ++ +OPES�TVP. ANAGEDSTEEPSL\\ \ \ + + +/ i., ;,/.!.,.; �; :��__---- - \\ \ \ \. _ __----.-.-- ----._ -._—. �'---------------�--.------------- _ —ram �+ + + + + + \ \ 7'7- �+ +. / //// {'i .�i/ �\ \\� \ \ S%ORJ111sNL T____ ------'--- - --.-.---------.- ------ -'---- _---__`� \\ + + + + + + + +-�- _ \ \ + +.i./// / !t i././\ \ \ r TOP=554. _._._.-_ _.- -.-------' -.--- _ —.— — — — — -- — \.\\ \ +-+ + + + + + + + \\ +;¢. /. i. \ INVOUT= .6d-=.—.—.---- . . -.- -- . . _-,--------'- --- --------'---------- - + ;'/ l [ �� / '/lI \\ \ ; -I 15"9rA TI _ _ _- -- ----.- -.-- �-----______-.-.---_._.-.-_'-'_-.-.-------------''�"�'\ \`� � � w + + + + + + �_+ \ IJ/ -4----- _ __ _ _ _ i} +� //i .//j 1 r - / / \� /� �'-_-_--_- - - - --- - - - --- - --- -_---_-.-.--T� ��i\\. \\� \• ?+- 77 ++++++++k++^ ++++� \ \ +.�I Z \ _ /\�\\� .. + + + +\ + + q'/fI I SD CURB INLET + + + + + + W +i \ \\ \ + /+ % d/ / TOP=552.38' p INV OUT = 543.98' I 4\ V R WAL7� 18"PLASTIC I 1 11 1\ \ + +t+++++++t+++++++I \ \ ASPHALT � CURB TRANSITION F \ j ! -+ Q / / \ ASPHALT 1 \ '+ +/ / / /I . - _ _ \ I / h / / / \ FLUSH TO FULL REVEAL - - +� + +\ + + + \4 + + + \ \ r I I UMPSTER 1 / \ - 1.1 1\ a + / ` / / TC 553.82' \ 1" 1. + + + + + + +- F�+ (AREA / \ \ /I / / / \ \ 3.96' _ _ _ _ I "I "I' I a I I \ + Y + + + \+ + + I \ + + + 1l 1 i I I , ® 20' DRAINAGE I % \ I. I. I I I \ +r0 + + \+ + + + \+\ + + \ I. 1. 48 4LARDS l j_ Ij / EASEMENT / ' \ o � TC 553 ' I ' 1 " I' I I \� ® + + + + + + - \ K+ + +,* I 1 / ( I ® CONC. _ D92085 PG 714 1 a 553.16' — 1 ' 1 " .I 'I 1 I l +2 + + + + + + + . + \ TC \ f f rI \ 55296'i / —+{ \ I I I .I. I � + \ + + + + 4 \\ - j _ ' l PAD / L \ TC I + + + + + + + + 4 - + ,+ "} I.// ( / f / /1 [ / 553.61' \ EP / 08'// _ I I I 'I i '1 I I I t + +\ + + + + + , / 9.72' - �/ CONC. SWK. / ' FLUSH R8 °e TG ° :° ` \ ` C.& G ° \\ ' I I I + + +` \+ - - - +\�+ I �Irli.,/IL- _ / / /� / SD CURB INLET ---------' SIGN _-°---- ----- \-'-------- ' y 2.46p / +\+ �+ I Ij.'I' l -\ __------------- v 553.OT / 553 ° \\\ /' i \ II I I +u4s+\ + + + + + \+.\ + \ / ' / TOP 352.�11� - - - _ - - - - - - \ ' AP ROXIMATE 0' + + + + + + + + / / \ D LANDSCAPE EP \/ 1 / +\ I I' I I I I I I / G / / I lNV IN = 546.49' 15"PLASTIC 553.60' / h \ 553.29' 1 / / / \ W TER EASE NT \ \ + " }�� _ I I I I / / '/ Q�S / ! INV OUT = 546.37' 15" PLASTIC - - - _ _ _ - 553.oT / / \\\ D 2085 PG 71 *VA �R4LINt EASEMENT + + + * + " / / FFE 553.14' / TC \ - \+ \+ WALE II / ' / °-. \Y 1 I. I' I 1 I I I + + + + + +' * _+ _+- b%iD J/t I I Ij+} >+ + + + + WALK /-/h\\1 1 I I I \ + ...+ + + + + + +rtI�+ �,++++++++++++- 5T/ +1 .I' 1 1. 1( / / �/ / / \\\ J I 1 1 I �`�r i l l �J C?+ +\+ + + + + + + + I( AN -!- 'i/ MHD / \ \� 1� I� 1 1. + + + + � co � +-- PID 03200-00-00-019E0 / °°°°� \ I 1 I 'U / \ \ TOP = 547.78' \ I + + +.1. I . k \" UNIVERSITY OFVIRGINIAFOUNDATION / �\ 1 + _+ + + + + + + + + 1 1 1 \ \' f ' \" I I \ lNV IN = 544.20' 15" PLASTIC w �\ 1' 1 1 '1 I \ + + +- + -+ + + + + - + +1 +��, 11 \. \ \'\' \ \I DB3838PGS PROPOSED BUILDING / 5O \\ { { , 1 / + , \ \ \ \ � \. .\ I I lNV OUT = 544.18' 15"PLASTIC 710ACRES ADDITION / \ 1 t \ \ \1 \ _ _ _ 1725DISCOVERYDRIVE 10,745S6 / r� \. 1 1 I+\ + + + + + + + + / / APPROXIMA LOC�pT N� I`\ 1 '1 '1 "1 \ , \ 1 { {. I - \ 2 LEVEL BRICK FACILITY FFE = 553114 / o\ 1 I' I I 1 1 \ S CURB INLET + + + + + �+ + + I 1 I I 1 1 II - GAS / OF STORM O ERFL W { A- + + + - TOR 3 LOADING SPACES / / Y \ 1 , " { .1 _ I I T P - 54Y.76+ �41t t + + ' +\ ` I .1 { { 1 1 . , .1 11 \ \ \ \ / ! / / I 0 T NOZZLE - - ' / \\\\ i 1 �\ LIT 0 90' PLASTIG + + I / F 1+ + 11 �1 { 1. 1. 1 . 1{.I . 1 II \ \ \ \ \ \I ' FFE 563.14' 548.71' / 1 i 1 II 1 _ / + + I+ I.I .I I 1 CONC. EXISTING BUILDING o I \ 1 \ 'I 1 'I + + + + + + + + ' + F I" WALL FFE=553.14 / \ i ,. \ \. 1. 1 \�+ + + + + + + + + Ala \ 11 .I"I LOADING DOCK / /^ 4 4 I+ I I' I I. ' 54 TC + I. I. . I . I .I I A / / / / 548.41' A / ! {. 1. ,. \ \ I \+ + + + + + + ...... + I / / / �- / I 1 I 1 +_ + + - + + + + W / / — F I + f " I . I . a L I 111_ / / / / _ Z I 1..1. 1 . 1' I. 1 1 + + + + + + + � 4� co r I +1 + 4 APPROXIMATE LOCATION I \ , '1 "1 1 1 + + + + ,+� + + + \ + 1+ I. I. "1 ,, 1 II' APPROXIMATE LOCATION OFEX/STING PF 10" HDPE ROOF DRAIN \I I 1 "1 { \ \ �+ + + + + + + + + + \' - \ \ \+ + I 1 �, 1 { \� If I 1 AANSI ORMER UNDERGROUND ROOF DRAIN PIPES ,' / /' - _ - 1 11 �I I 1 11 11 \ _+ + + + _+ + + + ` \ + + + . 11 1 cn APPROXIMATE I I 11 + + + + + + + + + + \ \ 1 1-+ + + + + + + + I'1J'!'In \ LOCATIONOF / / , �' i O I 1 \ \ + + + + + + ±_4-�-_ ^` \ EX/STING FDIC EX BLDG 553.14' ' / - _ / 1 \ \ \ + + + + + + + \ \ \ + + "I. \! 239.3 ' JF \ 1 \ \ \ + + + + + + + + + \ \ \ \ + + + 1�1"I I. �! I c� --�- o SHRUBS �� / / / , I / / I \ \\ \ + \+ + + t_4-�� + \ / 1 / 1 + +-+-+- + + + + + ++ .I.I�.I. \\ 1 \" ' Fl ER OPTIC ___--_' ,,_' - / , I l a / ��- - - II 1, \ \\ \\\\ + + + + + + + + + \\ \ \------- _ 1 , I \ _ - UPC _ - - - _ _ I l: I I I \ \ \ \ \I+ \ t +- 1 + + f+ -+ + PlD 03200-00-00-009G0 —UFO UFO _ - - �''�----<- - � —UFO _ _ � —UFO— > -_ _ \ \ \ \ � � _ _ � � — _ _ = _ 545.44' / W I \ \ +\ + + + t + + + + + + + I \ \ I - - S/G vv — vp- _ - - - / _ - - _ �=G - j / 7/ I I \ \ \ \ } + + + + + + + \ -DB 2846�'P\G 213 + + �� I\I," I \ / 545.23' / I + 4� + + ,� + + + \ �+ \ 1 1 \ \ o ® I o p p / _ _ —G _ _ _ I \ \ \ 1 N%F BARRY L OR FZ9RENCE M BOSWORTf ' + T9 P;5 .fit' I I. I. \� \ 2 _ _ _ - - _ - -� _ - - _ / I I \ { \ \+ + + + + + + + +�+ '228✓aCRES LAI 1Q I I "° I I 1, \\ It\+ +++\ l+�` jr++++++++ 4147DlCKEk$ \ AD �. 05_ + . LWyS/ I. `� W ' ' ' / 545.01, I I I 1 \ + \+ + I+ + + / + +- + \ \ ++++ / / I++++t+++++� + +++++ \\ 3 \ \\ \\ ++++IJ I , i"IF'1 "{ `�\ �\ / I WAT Ll // !/ /' I `/� // 1 \{ ++++4+1+++J �t+++++++ ++++ I .� .I .I" I I � .I / \ — — — / — / — �/ — — / d- — / — — — — �' / — r \ �� 1 j \\ \ _ - �+ _+ I+ + +\ ' + +` _+ + I \ \ � � SCALE I"=20'\ \ + + I + +\ 4J + * + + + + + I `` / — — j CONC. STAIRS / I \ 1 + + 4 1" 1 / I ? \ \ / APPRbXIMATELOCATION \ / / / I / APPROXIMATE20'- 1 �/�(} +/ +\+ + + + p\ o c 1 1. I I I u \\\ VARIABLE WIDTH ' I O I I \ 0 20' 4' „ + + + I _1 . J / A \ \ / 20' WATER EASEMENT / \ \ + + ASPHALT / ACCESS EASEMENT / TERkk �� + + + + + + + +� 1' 1 I I `r�i \� D6 2085 PG 714 , 110.4' / / _ \ / WA SEE DBLINE2085r GE712 I I \\� /41 \ + 4 + + +\ + I I \ \ \ \ NEW 20' WIDE AC A 20' DRAINAGE EASEMENT / l / / I / I 1 \ \ + + I. I,I . I / O X \ \I DB2085P 711 / / / I I \\ IN I 53� S 4' �I TIC + * + \ + + + + \+ + + + + I 1. I I WATER EASEMENT + + I \ \ DB 2085 PG 714 \ + + + + + + + + + + + + l + + + + + + +� I I. .I I / / / / / /\ �' II \ IN O -tV7 'p tT/t* + + ++�tt� � �� + + 74 I I I"I' "� I I p \�� // ' ' ' /' I I I i _ - \ \ X50 to +��* + + 4 + + I + + + +1 + + + +/ + + '+ + + / I I .I I. . I . I I I / \ / 2 /' / / I EX500-�X _-- `_-}�-- - \ 41 I /+ +�+ +1 / ---�.� - 24"PLASTIC a- \/ 1 501 + +11++++++ +++ -� ti- +�+� 1 1 + + I \ \ \ \ \ Q+ _ -. - SIGN , - - C 3 G / / n SIGN, UFp� + + + + + + 4 + + + + + + + + + +1 + + + + \ I + + + + + + + + + + + + + + + + + + + + ++41 \�--_-\___- 1_____= - �MATCHLINE SEE SHEET C5.1&C5.2 502+++/+++/+++t+++�++++++I++ ++++1+ /1 \ . \ \ \\ _ _ \ \ _ - - _ \\ FO\ �.--_bfFO +- - - -- - - - - _ — _ - - - - - - - _- - - - I S�- -TI I / x 20.47- 1546 - + +++++ +++++ +++++ //++++++`++++++ +++. _ + + +/+ + + + + + + + + 4 + + + + + + \ - - - ` \ c ' - - - S23°0942"W 458.84' _ _ ._34—` _ PLETTILr _ - 5 I t t1�0� _ _--- _=-- _ _'_OF" \ ---- -- •S4� +l + + + + + +. +1 + + + + + 4+ + FIBER OPTIC - — �_ -_ -- - _ - -.-. _ - _ _ _iOP_��4#66 .. .\a I�" .� - . I� T / - - - - -8 / I y _ _ _ _ 1MViN =7534. 4' 4_PLAST/C WbODEDAREAI I I I 1 I / , � l / / / '.i. _---__--—'�---- - -- ----------`_---------'lNVlp(=334.CJ8'24'PLASTIC'� `1 \ \ � \ °" h _: { ♦° I I PROPERTY OUND RYLIN _ - - - - - _ - - LG9UF-5�`86'24'PLASTIC'\ P-5d1. --- j-- — -. 4" PERFORATED RIPE I< 11V,V IN = 54,0.51'2 "� y - - . . . - . - - - - - - _ t —II\I \ 1 1k (S'F�E GRAVEL SECTION) \ lNV dUT x 540.2 24"PL 4STlC — .� — '- _ _ - - ' _ . __. _ _ r ' " �� \ \ I 1 �\ \I\ I f — . . . ; - 8X1�E 0 00�1 �1 1 \ I 114" SOLID PVC PIPE \\ I I TO DAYLIGHT. PROVIDE \ \ I I 1 / I l / / / / / - - ' - _ ' _ _ - ' \ I � I RODENT GUARD AT THE I I , l / 1 ! c / _ / � � - \ . �. 1 I END(OF THE PIPE- - / _MANAGED \ I I I I STEEP SLOPES f\ \_{I.l .I .I.II�_I II1 \ I IIi I i _ \\ \\ \\ II I / I/ curl i I 1 V CRAIG W J. KOTARSKI Lic, No. 0402048507 6t, 6110121 owl M E 0 �s N Vi N C >E w °J E LL o 3 ow- w om Lu L M Q< _jV m J —m > U Lu N M o . ~ ) X � _j < 0 X v N U N F U Q M c L^ o N � M �H am O oc F� H z O a tY V V) w 0 z O N W F DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=30' TF ;:2 ^ o Oa J Lu J / > Lum 0 Lu n c / II 0C w (D Q a a o Q > Z m ` r ` L N W\ z 0 r a / O U Q c `0 O w _jz 7 0 3 < ,u,^l Vw (D o _j Q z Q a ' o c LLL< E z � (D O (L 0 I -I � o U) Z Qo 0 D d N L X N N I IL / N E 0 JOB NO. 44493 SHEET NO. C5.0 - - - MHD ' �� OF iOP 344 66'; 119V IN ='53.4.98'24'PTIC' L�9UFc5'3`8624'PLASiIC'�'` �T ti 2 \ 00i 1 1 \ -_MANAGED\ STEED SLOPES III\\ \\1. -mw \ IiiiiiiiiiiiiiiA .IIi MHD I . IIILI. C TOP = 540.64' / " / / I I r I. /NV IN (W)= 53 :Q9 �4111P, 4S[T/i�l. INV IN (N)=3 .99 15" pISTIF.I INVOUT= 2 .20°IpLA6tICi. F i r 'I I ail / I..I... I. x ouf f I \\ I I I 1 1 1 cil I � I \ I I I.I y II FES i�'� r fy�gy+b INVOUT =524.99'/ 1, 1. 171"I''' 1", 302 , I i i I I I I I I I I III 11 1 „v- I I I I I I /100' I GH'T r) I DISTII00' LIME I I II I \ I I II I I I I I I I I I I I I I a I I I I I I I I I I I I I I I I I I I l V btVT1= 24. i9' 1 1'<3LAIS�TIW/LEIS I c* I /' I f� 11 I CI! J I �1 I I I I I I I I I I I III I I I I I I dHQ V-6PI=541.32' Nv y.l - �' I A1I p532. I\Iv.bU7� r�qq25.132' S'�LASTIC 1,, I I l i � l 1• c�j � I \\\\ I I I I I I I 4UU TO EX 1 1 I I I I I I� / AQJUSR "ISt. INLEIIT TO I MATCH FINAIL GRADING I I — I I P N. RE�'IIACE IST. I, I T P WITH?I-3C. 1 ' I I I I I I fn I 1 ' 106, 81(I HT I ! , I 131�T.(�I�Cfx LINE IVARI�IBLIE INIpTIHkOAD ~ I I ' 1 ACC1FSSEAl5FfMENT S ft DB120$5 �G 709JPLAT) I ( c I GO Gn I,c \c 1201 WATEP LINE EASEMENT/' E TE}2ED d PIPE \ 7 I q B. 085 PG.1'709-718! I I \ c �t--- I I I I 1 \ I I \ x cA `\ 1 � \ \ I 502 + + + t + + + + + + + + + I+ + + + /+ + + / + + Y+ + + + + + 4 + + + + \ + + + + + + + + + -.+_ t -+ + + - + +- T -+ + + + + - y + + + + +, + + + + + /+ + + \+ + + + I + + + + +\ + + + + + + + + + + + + + + + + + + + + + + ALT 30F9g / I 545 /+ + + + + + + + +l + + + + + + + + �+ +/ + + t + +, + + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + .... + �' p S4j + 1+ + + /+ + + t + + + + + +1 + + + �9'8ldFFER/FINDBUIILDgv+GTA+ + +I\ \ \ + + + + ..... + + + + + + + -•yj n (° ' / — �� ul _ � +++++++�.+++�++++++ CRAtGW.J.KO'I'ARSKI✓ + + + + -+- _ Lic. No. 0402048507 �_ -x +'+ + + + + + + + N ° a a + + + f .. + + + + \ 4" PERFORATED PIPE I/ I / / \ 33+ + / + ' � +,+ � + + + SCALE 1=20' sSjdS�AL (S-E\E GRAVEL SECTION) "34339 + + + + + + +\+ 4" SOLID PVC PIPE \ ` , / / I I \ 38 337 3' 4 + + + + + + + \+ / TO DAYLIGHT. PROVIDE I \\ \\ I 1 / 1 / 11 \\ \ \ 336 .+++++++++++++++++i \ 0 20' 40' RODENT GUARD AT THE \ I / I I I I \ + + + + + + + + END OFTHEPIPE \ \ \ / I �1 \ + + + A + + + + + \ o E 1 GRASS S\UVALE TO + + { + + + \ rn $ \ \ \ \ I I DIRECT STORM+VATER ` I + +* + �+ + + + + \ N c ,' -- \\ `\ \ I / II INT INLET \\\ +++� +++++�+++++++ \\ > E + + + + + + + II \ / LL mE MATCH LINE SEE SHEETC5.0 1+++++++++ + + + + + + + + + + wo m + d_j� z ++++++++++++ OwwJ++++'+++ i + / ++++++++_z_ Luv `�' K T \I 1 I I I I 1 3 +I / �' m¢ w I / I ' ✓I- 1E°� 1 'h^II I I 1 ' 1 1 m I I y \ , �" I + + + + + + + + I+ " p I I' / 1/ 111 I I rrM I 1 I 1 I o ti I 1 cr I+ + ++ I+ +++ I' = v ry z / , y �, 1 , h 1 y h h `� r + + + + + + + + +, + >,o O EMERGING TECHNOLOGY a — — ++++++++++++++++,+ui + `\ o I m w I + + + + + + + +\ + ' v I ; I , CENTER TWO (ETC 2) \ ++++++++++,++++++t+ \\ co 55,220 GSF I \'+ + + + + ` + + + + + + + + + I 1 ' 1 FFE=549.00 +�+++++++++ \ I / 1 , I , I , \ of I \ DOV)INSPOUT TO TIE TO MAHOLE 1 , I , , I I \ \ \ , , , + m+ + + `+\ O WITH 6" HDPE (1 °/q SLOPE MIN. 3 FT' I I I \ GRASS SWALE TO _ _ - _ - S31 + + + + + t +� \ _ I / I DOWNSPOUT TO TIE TO�YLOPLAST DIRECT STORMWATER + + + + + + + + 4 \ cD COVER MIN.) , I o Q + + + + +� + + ` I , WITH 6" HDPE (1 k SLOPE\MIN. 3 FT INTO INLET (TYP.) O \ \ \ DOWN POUT(T�P.) 1 I I I I ` �( ) \ ( ) \ +4 +++++d ++++++��++++ _ 1 0 , \ COVER Mlf�. TYP. \ DOWNSPOUT TYP. 1 �. + \ F \ \ 1 I 6" FjDPE (1 /� SLOP , I / ` \ \ \ ,' \ +J+ � + �+ + + + � + }I \ \ I MIN. FT COVI`R MIF{.) 1 , 16" HDPE (1°/dSLOPE 12" NYLOPLAST \ c� ¢ + + ` + + + \+ + \ 0 1 I ' I 1 MIN. 3 FT COVER MIN. \ 12" NYLOPL�ST INLINE DRAIa\ \ +6 + + + + + + + + \+ > w \ ) WITH DOME GRA�E. TIE TO HDPE \ INLINE DRAIN WITH \ us + + + +\ \+ + + + \+ \ �' F I ` \ ` \ DOME GRATE. TIE _ - + + + + + \+ + + + \ cz.) I: I 1 PIPE WITH INSERTA-TEE. _ _ \ TO HDPE PIPE WITH .. + + + + \+ + + + \ INSERTA-TEE. + \+\ + + + + + \+ + + \ z \ + + (!) DATE +/ ++++++++++*++ \\ � 112112020 I 323 O / .+ + + + + + + +` + \ } DRAWN BY 547\ \ I ' / / ' 550 \ S4g 315 \ A. FONTAINE / \ \ I 551_ / $46 \\ I I JI / / Z / / 0 / > ° - - /' - - `_: p _ DESIGNED BY 1 ° a / S4S ° \ I i I\ \ \ I / / . — — ; I 3 \ 31 \ ,' % \ • A. FONTAINE co ° 3 1 \ \- / / I I $57 317 ` -i , • CHECKED BY I d \1. ° \j l I / I , / \ \ l • C. KOTARSKI 552 /' \ _ \ 318 553 I \`�\ . • 554 \ / i - �J APPROXIMATE \ 555 / / `y\ B' ' ` VEPCOr�FASEMENT \� 304 / 39 / / , / / \\ , ' ` \ \ DS 200% PG. 25 308 \� / / / 307 / / </ CL 8" CO '200K / I , 309 03 , TRENCWDRAI / l hayou ,h I SERT 343 32CV r- - ,. 40 557 559 560 ucP \ APPROXNA LOC N N� 563 93 CO EASEME — r—SAN - ( SAN — — I cU I I \ / / / ,',' \\\ / 21 \ / I — —sAr— — —I—SAN— — I , I / /'/ ' 564 \\\ / PLAT PG — — — — — — — — uc —1-- \AS -- 1\ `\ i EP 56. V) I \ _ - - ' INI�i 7606 "PLASTIC O 557. ' 15" PLASTI \I\ I h I \\ \ I \ \\ a `) / MHO role = 566.79 \I \ \ l WV. OUT = 558.38' 15" PLASTI (SW 1 1 \ n \\ \ I / / I //\ If I WATERLINE EASEMENT / 20' TER LINEI m \ I SEE DB 2171 PG. 263 (PLAT) EA WENT r I ROAD {1CCESS EASEMENT I AND DB 2085 PAGE 715 (PLAT) Ckfv EKED ON PIPE I I SEE DR2892 PG 325 (PLAT) FPAINfMARK 1\ 1 \\ 1 1 I 1 1 \ d3 , `\ \ rl — L — —7 — MHD TOP =54� 15' n 1 - J WATER --- ' / INVOUT = 539.�\5' 15" PLASTIC 'I° ----------,---- I _ VAU_LT'$WV' ' \ I1\1\♦_- - - - -1 - V7 - -____-- -------,{- I UGP— /�- - r---- _ �� — — — - ,\-- c`` 11 C\ -_`--_----------- ` T. -� 1 ® / _ —t w ci \ --- -\- -- 71,21 ------------------------------- I--------- L / / I I SCALE 1"=20' a TF Oa J Lu Lum 0 a Lu > N I --I W (D Q � a Q Z o r z m Z r Lu =) p > p U o Q ` w °i J Z 3 c l wO Z o 0 Q Q N z Q00 o 2 1 Q �2 z � 9 O a0 O 0 3 Z z„ Q O� � a Q ~ L° 0 a 0 m Y N LL X0.0 Q dh m � ate. U d `o E 6 � m 06 �a 10 a JOB NO. 0 mr,o 44493 N C V SHEET NO. n o C5.1 � E BIN , " � OF \ + +� + + + + + + • + + + 1 + + + 1+ + k + + . + + + t + + 4 2k +1 + + ' `(r + + t + + + -� + + + \ + + + + ' t + + + + + + + + + + + + + +_ * _ I - I 548.95' / O� + + + + + + � + + + + + + + + + + + + + + + + +/ + / + + + \ + + + + + + + + + + +\ + + + + +. + + +_ + + + + + + +- � -+ + + - \ / I +/ + + + + + + + + + + + 1+ + + + /+ + + / + + + + + + + + + + + + + + -.+- t -+ - +- T -+ + + + + / 1 544T �+ + + //+ + + /+ + + 4 + + 4 + �+ + + +1 + + + + + /+ + \+ + + + I + + + + +\ + + + + + + + + + + + + + + + + + + + + + + + I LLTt3 m 543.44'I I / I 545 ,+ + + + + +l + + +l + + + + + + + + +/ + + t + + / + + + + \ + + + + + + TIN + + I+ + + + + + + + + + + + + + + + _ t + N J/ -' - - _-_- 1 546 - + + + + + + + / + + + / + + � + + + + + + / + + + + + + \ + + + + + + + 5P6.7$' + + '+, + + + + + + + + +� + -+_ _+ + + + -+ -_ - - - UP _ _ \547 + /+ + + /+ + + t49 �9' + + + + 1 + + + �9' 8ldFFER//A�' gUalLDµV+GTA + + +1 \ \ \ + + + + ± .... + + + + + + + _ - \ ^ II T _ _ _ _ _8 +J + + + + + + + + + + + + f+ +i ry+ + + ,M v+�� v� �- `\558 ++ +++++++++++++++' c) _ _ _ _ _ / h y h y LO T V CRAIG W J. KO"TARSKI ✓ + e 7.n+' + + + + -+- _ _ Lic.No. 0402048507 I. \ II \ N 'AQ 6/10/21 0, -� 1 II I n TW 548.96' , °.a\ _- _,. --° a -y _ - -' - BW + + 3 .. + + + + \ y \ \ I \ 1 n 2 \ 547.35' _ 1\ 1 / , I / I _ ° - , \. . -° P +549i1o' +� 4 + +- + + - \SS'd0 BW I I \ 'Tw + ,� + + + + \+ + \ SCALE 1"=20' ZONAL I I / I LP Bw78 \ \ \ 548B79' + /+ + + + + + + \ + \$� 548.30' I \ HP LP + + + + + + ... I Ex1�EC 00`'-' I 1 1 \ \ \ / I 1 \ 54885' 549.24' \ 548.51 t + + + + + + + .... 0 20' 40' 548.50' \ \ \ 1 + + + + + + + + +I \ -_MANAGED \ \ 1 I I i I I // - - - �\ \ \ I I , / / , I , 1 \ \ \\ 548.25' I ++++++ /� +++++++++ \ rn E STEEP SLOPES r I N + + + + + + + fl I; �I I a I / \ I 1 1 1 \ \ + +/ + + + + + + + > E MATCH LINE SEE SHEETC5.0 ' \ +++++++++ \ v + I+ + + + I+•> ■ 1• 1•\\ \)� I I I I + E" It mm 1• 1� ;• now ;• T It r 1 1 I \ + + + + + + + + + / i ~ i; w 3 I I - \ 1 I I / 1 \ HP + + + + + + + + / ¢ � o o / i w O m + I+ + + + +I + + + / i� <_jU n / / �/ / /I/ // /////1✓1/1 / =�_;r / c,\nII w , 1 �\\ \//�5^/"M'I��I I I1I 1 1 1 11 ,1 II N O +/ + of + +t++++++;o + +547.11'// y + + + + + + + +C7 w v + + + + +n + I / FC xa+ 5#8.42+ + + + + J N ¢ Lu 1 _ 54217p' Ico TWI+ + +-655.04.+ + + + + + I O¢O .oKVO" I v \ wEMER~a0LP I+ w Nw GING TECHNOLOGY +I +++\ +548.40' / CENTER TWO (ETC 2) ro+ + + + + + + + t + ,+ o�+++55,220 GSF FFE=549.00 + + + `+ + + +/4 + + + + \ uFLli I I I I f /,, I , 1 1 I I ` _ _ _ _ - / _ _ _ - _ ®+ +/ + �+ + + ++ ++ P4 1 l \ \ e° + + `ram + + {\+ + + \ III I1 lye 2c), \ I 1 , I ` \ \ HP + + + + t + + + \\ _ TO , \ \ I 1 I I I I I I I I i \ \ rr>y� b. I. 43' I ° I I 1 I I I 1 \ +LU � 1, 1. 542.OQ' ', ' I ' , I I 1 ; I / ` \ \ \ ;, \ + + -rn�wr+ + + + +� \ H \ ++ + + + + + I I /1., TV0. \ 1 FFE=5d9.00' I 1 1 , I I 1 I \ \ \\ \\ \ +4+¢+++++. +++++++ \++ \ > w 1 '1 '1 I I ,- 546.'00' \ _ 1 , I I I \ \ \ \ \ w FFff=549.00' 1 , / \ \ ` Hp \ _ �H + + + + \+ + + + + F , FFE=549.00' \ \ 34 70' _ _ - '4 1548.82' _ 1 \ \ \ LP \ LP 548.50' . + + + + + \+ + + + \ Q r Iy pp 548.50' HP + \+\ + + + + + \+ + + \ Z TSI I � I LP .��•.. •.\.- _ \ 548.50' 548.70' FFE 549.00 �°.° ,�� 548f49' , I °. , .°. \ + w + + + + +\+ + \ is DATE 548.93 \\.o - .a /LP TW+\ + + + + +\ + + j _ 1+ � \ 543.58V lasso I \ 548.z0' \ +.�51+/�+++++++++++#++ \ 112112020 µ41 + + + + + + \+ } "ti+ + + + + + + + $544$7\ 550 \$59 _ p I +\ 551 133' +mTl 1III \ A. DFONTAINE 5640 DESIGNED BY T 3 \ I \ / 1 \ • I I I I I I I 541.6 ' / - 544.49' I \ - , _ .. I I 552.46' / , • A. FONTAINE n f' I �, l _. I I 553.39' 553.39' BW I \ � \ 111 / 1 1 I I I I I I I b 54421� 1 - \ 1 I 1° \ I ° 551.96' TW S$1 _ \ -� /' / • CHECKED BY I I I ro I \" - I \ - I , /_ - 45Q I FFE 553.52' TW 552.90' - - -553 _ PP I I In 544 7' ) I e. \ p I I°o I 552.8o' \I - - -v / • C. KOTARSKI I I I 0.60' r 1 1 I �, CONTRACTOR TO ENSURE \ -\ I I I I EP I\ 1 943.78' , 1 I l � 1 POSITIVE DRAINAGE TO INLETS 55 / I54�1.08' 5�4.83' I I �- 2. , \ • • I I I I I P I I I \ ' I TC / I / 1 551 I �\ TW \\ \/ II I I I I I I �40t8T I I I I ° I 544.09' °/ TO , / I / ., ' ti I \\ 553.1 55h \ - - - - - - - - • 544.4V / HP I \ �. . / / I l f 549.� / �c��' I A 5 1 I I I I I \ i 01 49� TO 55246' 1 z '. 543. T I 554 .\h 6 5 \ APPROXIMATE 1 I I I I I 1 I I II I I I !I I I .. a: - -a / .2s' / I TO TIN \ /\\ 58" \\ \ �PCOI [ISEMENT \\\ I 1 ' I I I I I I I II I 11 TC 543.59' T / / ° . a A°.. ^a '•_ _ /<- 1 552.43' 555.00' \ 555 TW y\ 5 \ 1542.44' �543.63' 544 / / / ' TC I / I 55 16'\\y ly5g \ \ \ \ DB200� PG. 25 \� >3 / 544.86' / \ \G - I I I I I I I I / TO I 5c I / TO 545.93' / 546.53' 7.0 ' / TO .9 ' / / / 549.74' / / I BW ybry 1 a / / / / 548.3 - / / 555.20' S6 /556.24� \ "1- J I EX y y r 5 G _ 1 : I I I i 541I.21' 1 / / / / / y �\ ' / / TO 1 ' / ' / �` - 1 i i I / . / hp y / 550.s8' 1 p \ d _ -561- 175`/p, f S1T7 j-' 1 ; I / I a �I I TO r r I `` I / iV - - I / / y TO N ' / / / / \\�� 1 TO 544.92� r TC I y 5s2.01' b / I / / �\ \� / / 562 - I I 547.28' / 11 557 I 1 I I I I I I I I I I 543.48; TO '66_\_ 1 548.71'�/558 C / /T/ I I TO TO LP 559 III 1 / / / /' / \k\ TO ' 549.15' T4 / / TO 547.46' �I TO TO / I �4.18' , 549. / 545.90' I 551.90, / I 1 09' 5s0.68' ' I 554.92' TO I 1 1 1 I I I 4010 0 EX i TO \\I �b / / , 545.72'� \ I Ep I I I I \ � I I I I 1542.00, I l / ` 548. 2' I udI 0{ TO \ I I I I 561 \ \ 546.64'\ / /�� --- - - - TO I --I 1 _ 1 562 \\ \ \ G} \ \ \ sa3sa' / / I 54s.9Pj I / / / / , \\ APPROX%MATELOC N N, \ 1 145 I 1 \ , /, / / r 563 \\ -93' L u EASEME I/ SAN----- r-SAN TO TO I I y I I \ / , / / \\\ / 21 \ 1 \ I I I I I 54625' 546.85' I SA -� - - -SAN - - I / / / / / \ \ PLAT PG 657 r h� I I 564 _� , \ I IVAMfBLIEWIpTHIROAD 1 y I I - - �� -- I - - - ' II I I y ----I --I565566 \� u S�EIACCIFSISEAS Tc PE \ 1 DB120k �G 709 tPPLAT 544.09' \ \, TO 1 I y 12 544.41' \ 1 EP h I ,: \ -- /r m II 11 I\ I I / It TO % 542.6s' TO i , 545.64' 1 TO TO 546.82' \ \ I • ) / \ \\ I �` III / 544.85' I \ \I \\ , // / \ It '% TCTO 1AC° I f, r , I �I \ 1 �I, 545.69' al 546.69, `I, `nl I� I \\ I \ 1 \ WATERLINE EASEMENT I / �7 I I 111 \ I SEE DB 2171 PG. 263 PLAT 120� WATEk LINE / � \ ` 20' TER LINEI I I \ I ( J I /I I I EASEMENT/ ',I \ II �� TO EA MENT I \ I ROAD,OCCESS EASEMENT AND DB 2085 PAGE 715 (PLAT) SEE DR 2892 PG 325 PLAT I ) I E TE}2ED (�N PIPE I ` � \" I � ( ) F 1 � \ II sa sa' Ck1J ERED ON PIPE � B.?08I PG. 709-718 \ / 1 \ 1 \ I / � I q' , / I I F PAlN7/ MARK I \ \ 1 1 , 1 , \ d3 I " \ � - L - � 1 I 1 \ TO II TO 545.62' / , TO 1 / / // // , 1 11 ,1 ,I \I 543.34' -- �-- ------ \ / 547.09 1547.76' \\ 2 j ---------� - _ \ -- -- ...c_ / / / 1 \\ 1 1 Il \ \ ` - - - -- -- - -- -I --------- '1 -I 544.98' \ WfL-,546..91=`'\ TO ________\ W - - UGW ------{-- T- - W- �- \ ---W- / I I \ \ \ 1 \ I, 1 +/- 544.35' <-----_�' ' \ TO \ \ T - W_ ® \ W- `yI `--- \ \ \ T \ - I 547.00' \ I I _ ---------\ \ --- - ---------- - ------------------ ___ ____ �_______ \ ------ -- ---1 1 SCALE 1"=20' I TF ;:2 ti Oa J Wc 0 Lu 0 N 0 a Lu 0 a T C V`y^ m �I ! o � a LL N_ Q 0 m a a �'U` w Z V r Z n / p U 0 `o d 0 1 U Q (^ a Lu v O -1 J o c7 0 a Q dZ a0 Z o2 i 0o z p c m m O a O c 0 3 rn z„ Q o � a 0 0 0 a O x LL X C do m h m c ate. U N O E 6 06 �a 10 a JOB NO. 0 o m 44493 m 0 N C V SHEET NO. n o C5.2 � E z � 11 I / // -_ . - /' // // I \ I l/////--- i � � / --- -- ' I ++�(`` - -- --' LEGEND ,/ / / I / / ------ _ / / / / / / / ONE / + Z a + + + + + + + + + + + + + + + \ \ / r,✓qk AREAS Z + + + + + + + + + + + + + + + + \ \ \ / / L"./ + + + + + +/+ + + + + + y + + + + + + + + + + + + + +� + + + + + + + +\+ + + + v + + + a\ + + + + + + + + + + /\4F I / t + + + + ./+ + + y + + + + + + + +� + + r + + + + + + \ � \ N rARCEARUNOFF / /' `, /// 1++++++++4++++++++++++j++++++++++++++t4+++++++++ � .+'�+++++++++\• + + + +�w++++ +� \ +±a++++�a•++++++++++++�I++++++++++++++++++++�++++++++�++++�++++11 ++++++++++++++++++-e++++++++ ++++++ + + + + + + (\ + + + +\ + + + + + + + + + + + + + + + + + + + + + v+ + + + + + + +'�+ + + +�. + + + + + + + 1+ + + +�+ + + + + + + + + + + �+ + + /+ + + + + + + + + + + + + + + + + v + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + STRUCTURE / / ` / l \ + + + + a4+ + + + + y + + + + + + + + + /+ + + +ter + + + + + t + + + + +�+ + + + + +\+ +\+ + + + + + + + + + + + + + + + + + + +/+ + + + + a` < + + + + + + + + + + + # + + + + + + + a + + + + + + + + + + + + + + + + + + + + + + + \ \ +\+ + + + + + + + + + + + + + h + + + + + + + + + + $ �+ + + + + + + T + # + +\+ + b + + + + + + + + + + + + + + + + + + f" + + + + + +`+ + +�+-+-+ + + + + + + + + +\+ + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + NUMBER / / \ 1 + + + + + \+ + + + + /+ + + + + + + + + + + + + + +-+ + + + +\ + +\ + + a\ + X + + + + ,t + +l + + + al + + + + + + + + + + + + \+ + + + + + 4 + + + + + T � _ + + + + + + ..... + + + + + + ..... + + + + + + + + + + + + + + + + + + + + 41 \ \ LIB + + + + + + + + + + + + + +f+ + +/ + + + + + + + t + + + + + br + + + + �+ + + + + + + +\ + + + + +\+ + + + + + + + + + + + + +/+ + .c + + + + + + + + + + + + r ± \ + + + + + + + + + + + + + + + + + + + + + + + + + + , - J / \ 11 +Z+ + + +\ + + + + + + + + p itE + + + + + + + + + + + + 4 111 + + + +\+ t + O + + +\+ +\+ + + + + +l + + + + + + � \+ + + + + + + + + +4F+ + + + + + + + + + + + + + + + + + + a` � + + + + + + + +_+ + + + + + + + + + + + + + + + + + / _ * \ 11 \\ ++\++++++t++++++�+++++++++ P �++/J++� /+++++�++++/++++++++_ { 4+ .+++++++++ +} +++. . * +++D+++i++++k+� +++�- +�+++i+ ++++�+ +++++++++\+ +++ �y++++++++++++++++++++++ �\+,+++++++++++++++�+_+�+�+++++++++ T �s �+�+++++++++++++++++++++++++++++ l) a`.t+ +�+ + + \+ + + + + + + + + /+ + +/ + + 1/ + + + + r + + + + + + + , + + ++ +t++\+\++++++\+++t+++++?�+++++++++++ +� +A+ +++++++++++++++ vim+ + +++++++++++++++++++++++++-+�a- ++`++++++++++++ter +r+$++++++++++T-++.++++++++++++++++++ 1/ // + + + + + + It + + + + + + ... + + I + + + + + + + + + + + +- -+ + + + + + + # + \4 + + +\+ + \+ + v + + + + + + + + + + + + + + + + + + + + + � t i + + + + + + + + + + + + a . + + + + + + + + + + + + + + + +.+ + + + + + +I / 1* // \ \ + +F + + 1+ + +I + + + + /+ + + + + + + + /+ + + a-- + + + + + + +�+ + + a\ + +\+ + + + + + w + + + � � + + + + + t + + + + + + + + + + + + + + + + +-a`+ + + + + + + + + + + + +-+�+ + + + + + + + v. + + + + + + '+ + � + + + DRAINAGE DIVIDE / ` / \ LLI 4+ + + + + + + + + + { + + + +�+ + + + +/ + + /+ + ,+ + + _+ �+-+ + + + + + + +\ + # + \4 + t + + \+ + + 't + + + + + + + \+ + # + + +\ + + A + + + + + + + + + + + + + + + + + + + r +- i + + + + + + + +`+.+ + + + + + +.* - + + + + + + + +` / µ / / \ �+ \ q\t + + + + + + + + + + + + + + + + + + + + + + + + + T -+ + + + + + + r + + + + + + +�+�+-+ + + / + + + + ✓ + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ? + + + + + + + + + ? + + + + + +�+ + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + +�+ + + + + + + + + o -+ + / I \ _ / / \I\1 + + + + y + + +�+ + + I+ + + + 1 + + + /+ + 4 + 4 + y + + + + +�+ + + +\h+ + + + + +\ + a, + \+ +\ + k+ + + + +++ +_ + + + + ? + + +\ + + i + i + �+ r+ t +-+- +� +-.a +_s +�} _+ + + + + + + + + / *# / L Q+++k+++t+++++++ +++++'+++++++Y++++ ++++1++++ +++f+++%+++jf+ r++++++jam+ \+++ �k+� ++�++�++\++fir++ +++++++�+++++++++++++ +�r++ �4++++++I+++++++++++++++++++++++++++++++++++++++ +-t+sue+++++++++++++++�+�+ +++++++++++ +.+.++++++++++++ _ - +* +/+ + I+ + + + 1 + + 1 + + + I+ + + + + + + t +/+ + + + + + + + + +/ + + + + + + ♦ + + +\ + \+ +\ + * + �+ + + \+ + + + + + + + ♦ + + \• +\ + f+ + + + + + + + + + + + + + + + + + + + + + + + + +� +` + + + + + + +�+ + + + + + + T .c + + + - - _ \ /l /' I +++++++++ /+�++++++I+++++++�++++ I++++�+++%+++I ++fi'+++ f�+++++ +.+++++�� +++ r+++\+++\+++\+++i++�+++++.++++�a�+++++++++++++++ \++ + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +` + + + + +� + + + + + + +- i _ _ _ _ \ +++++!++++I++++++++ ++/++I+ +++, ++++1+++++ +AAA+++ ++ +v++ +++++++s- ++\ + +++++++++++++-+-r+-r r t+tt+++++++++++++++++++a++++++ \ - _ - - - - - - - - /2 al•ll+/+ + + + f + + + +/+ + + /+ + + /l + +t+ + + + + +�+ I+ + /+ + + + +i+ 41 + + + + + + i +\+ + +�+ + +t+ + +� + +�+ + + + + + + + +�+\ + f�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + a-a� -!_ + + + + + + + +4 + + + + + + +� + + + W _roo!700 g + a/ + + + + + +/ + + + p + + + + + I+ + 4 + +I + I+ + + + + + + . + + + +,a + }, + \+ �+\+ +\ + \+ + +\+ + + v. + + +. + + + + + + �I. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-+ + + + + + + +r. + + + + + + + + + + + � - \ G I + + + + + + + + +tea + + + + + 4 + + + + +I+ + + + + + + + + + + + + + + + + + + + + + + + + v + + + + + + + + + + + + + + + + + + + r +- + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + �+ s + ` / - \ �1 LU+ +/ + +/�+ + /+ + + +/+ + + +�+ + + +/ + + /+ + +/ + ♦ + + 4 + + + I+ +y+ + + S + + +\ + i + + +\+ + # + + + +` r +_ + + + + + \+ + + + + + + + + + + + + + + +�+ + + +-� + + + + + + + > + + + + + + + +�+ + + + + + + + + + + I - - ` I \ / - - +/ + + + +/+ + + ✓ + + + + + + + + + + + + + + + I + +I + + + k + b + + + + + + � v\+ +\ + 'k +\+ k + \+ + +\ + + + + + + +�+ + + I + + I� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r .c + + + + + + + + + + + + + + + Q �3 � - I ` �� / _ / ®�+ +/ + + + + +/+ + + + +�i + + +/ + + + + + + + +I�+ + al + + + + + /+ + /+ + + + + +� t +\ + i +�+ + +t+ +\ + + + + a. + + + + + +` t, AI + +`+ + + % + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �r + + + + +�a�+ + + + + + + i � _ _ \ \ 1 \ / / / - L/li + /+ +�+ + , + + + ++ + + + + + + y. + + + + j +/ + +I + + + + + + + + + aX+ + + + + + + + + 1 + \+ + + + + + > �+ + + +I +I + + + + + + + + + + +�+_+ + + + + + + + + + + + + + + + + +-+_+_+ - + + + + + + +�+�+ + + + + + + + + + Q - _ \ I \ I ALLI+/+++++++/+++++/+++f++i++/+N++++t+++/++ 1+ �+�+++\++4++++r.+++++t+++L+��+++++++++++++�-a�+-+-+++_++-rr�F+++++++-+� ++++++v+++++++++ J --_ � \ / / - + + ! + ✓ + + + + + + + + +/ + + + + + + +, + + + + + +I + + + + + + + +t+{+ + +�+ +\ + # + \+ +\ + \+ +\ + + + +�+ + + + + +�+ +-+ -+_+ + + + + + + + + + + + + + + + + T a + + + + + + + + + + + + + + + T G + + + + + E + + + + + + + + Q - SCALE 1130'\ ` \ I ` / / / / -/ - / I� + ++ ++yy+++++ ++++++++ +j++++++a%+++++i+++++f++/++++I ++++�+++1+++++++++++ I++ + +++++ +++`+++�+++ +�+++++++ ;`+++++++++++t++ +'+++++�+�+-a- t++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++% �o-++++++++++++ �+++ + +}I j _ _ _ - - - \ I - + + + + + y + + + <+ + + +,+ + + +/+ + +/+ + + + + + + + I + +/ + + + 4/+ + + 1 + \+ +\ + \+ + Z. � + + + +�+ + + + + +�+ � + + + + + +-+-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a` + + + + + + + + + + + yU - \ / / /+ + +/ + + i/ + + + ,` + + + + i + + + y + + + + + + + + I + + r + + + + + /+ + + + + \+ + + •} + + + + +�+ + + +� + + + + 4 + + + + + \+ + +`+�+ + + + + + + + + ]+ r - - I f / / I / + ++,++++++/+++++n•+++y++++/+ +++I+++/++4+++ +++++++\+\+f+++++\++++..+++++\+\++++ ++++++++-t+++++++++ +-+++++++++++a-++++++v++++-+ ----_0 -30' `\ 6 1 I / / + + + y + + +i + + + + +/+ + + + + + + + .F + +�`+ + + I+ +++ +/ + + + + + + + q + �i +\ + al + + + + + + + + \+ + + + +\ + + + + + \+ + + + + I'-+ }�+ + + + + + � -F _+_+_+_+-+ + + + + + + + + + + + + + + +-+\+ + + + + F + � t + + z + - - - - I \ I Jr + + + + ! + + y + + + +_+ + e� ,- ---�J- i, + + L +/ + + + + + + b +\ +� + + + + + + + + +\+ + + +\+ +_+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + +4 + + + + + + + + + + + +�� - \ \ / / / /r rl ✓+ +,+ + + f + +. , / / I I I / � / / + + ��\+ + + + + + + + +\+ + + + + v + +�+ +\+ +,-+ + + + + + + + + + + + + + + + + + + + �+r+ +^+ + + +� �+ + + +`t + + + + + + + + + + �r -- `\ \ \ \ +*00, / / / _ y + + ^ + + + + + / / \ \ +\ +� + + + + + \+ + + + + +\ + I+ + + + + + s s � � + + + �+ �_+ �.-+ �- +-+- +-T + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + - - - - I �%II +++++<++ / / I 1 I / / ,( \ \ � \ -- ++ +++++�#+++\++++++++++++++++++++++++++++++++++++\++++�+++++++-+ - -'-- \ \ ` / / / I Sl�I+ +/+ + + A + + yj / / / / / / / I \ \ \ \ \ \ --�+ + T� +�+ + + + + + +�+�+ + + n+�y�+� +,�,} + + + + + + + + + +�+-+- + + ± : _+ + + + + +\+ + + + r; t + : + + + + - \ \ \ 1 I - + I+ + + + + + + + + / _ / / \ \ I \ \ \ \ \ +_fir +"�"`Y�9h'ANp+4Uitp/N pt + + + + + + + + + + + + + + +-+ + + �+ + + + + + + \ \ I / / / 141 + + + + + F + / / . / . -.. / / / \ \ � � � �/ -\ CF,tE+ 9 K+ + + + + + + + + + + + + + + + T , + + +do- + + � + + + -+ - - - _ \ ` \ I -i+ + ` +/4+/+4+/+i+} .---..- i '- '/. �.� / - I \ \ \ \ \ ice++T4++��++++- ++ + _-_ \ / I I (f - a. . .� . -. - - - - \ \ \ \ 1 � - - _ - - _ - � -ice+ r v + + + + +1+ + - - - - - _ \ \ \ l \ i' _ / / / I + /+ + + /+ + + + l / \ / - - + - . / - - - . - - \ \ \ \ \ 1NANAGED�STEEP SLOPES�TYP.J \ - \ - - - - \- - _ - - _ _ � + + + + + + ± s \ \ \ \ \ \ \ \ \ / / I + + + /+ + + + + + * ,.. Y' .-` '- - - . 1 . - \ \ \ ` \ \ - • - - - -. _" - - � � _ . . . _' � - . - - _ _ - - - � � � \ I JF + + + + +_+-+ y + \ \ \ \ � / / 1 /./.%i 'r \ .-_ _ �� - _ `- -vim _.-.-- --- _ \ ti+-s+ + + + + + _-_-- \ \ \` `\ / , III + + + + /+ + + + + / / J %' - /. i •� \I \ ` \ _ } �� . _ + + + + + + +- +- \ \ \ \ \ 1 I 1 I Y + + + A + + ,r + + l . /"i. " , �. . .� _ - - - - - / \ \ .. 'I.. " . � . - _ . : �. - . � .. � � - - - _ - _ - - _ -. - - - - _. - ._ -. -. - - - - - _ \ + + + �+ i.+ �+ � � � \ \ \ \ \ I II III + +.+ + + + + + +{ /'J% ,././.i-- .--_-_ _ \ \ \... --_ _ _ ._. _ .., --- --.-.-----' _ _-_-__ - `- `- +�+ + + + + + \ \ \ � I II + + + + + �+ + + J '� / j./../.-.-.- _- _ `- /� d I \ `-- __ �. ._-.- _� _. .___ .� � -. .- � - --- �+ + + + + + + +,+ + ` \ \ I + + + +/+ + + + / /',. ./.l. y -- - � I\ �. `:"T..- - -y��-__ .__.__ -_ --j `- \_i-�+-i-fFrr t \ \ \ 1 I w,4 /t + +/+ + + +fir + '/ .j./. .!/. ! /"! _ _ - y/ _ _. - - - - - - - - - - - -. - - _ _ _ _._- - +Ir / / / II1." .,+ +++/+++-+�+ "+ va/%./1. /// ./ 1--/ / / ` \ �' - - -_ -^ ------- -- nm- -- -- . 1�.\\. \. \, + t+ + + + + + -- _ 1 / / / . +. + + +/+ + .3. + , f!/.v -- / / � -/1- --- / ---r ----_------_--- -.- \i ce\. w',.,. .� F + + + + +�-•r 4 + \ � / / / II)'lJ +. ++j++++ .+./+4�/.//Z/j //I/lF - .i // / r _ _ _.\. I �.\. , � �\ � I+ +` + + + + �`+- � \ \ � \ / / . "11,1/III +/ +++±++i++++ ++++ ff/. /!_ 1I - _ - - _ ` \ / "kk B / + /+ + + + h + v w \ 1 1 " +/+ + + +,+ + + /. I - 1 I \ / / I"I.III{ +/.+ +/+ +, + +�+ .+. .'. 11'/' l.1/I 13 / N ,;/ I - i / \ - -- Q / - �? 1,--flT \ \ \\\\� \ \ `++++++ +P, t++++T4+* \ \ ` \ \ \ - - - - - 1.\ I ' // J41"1. I.+ + +/+ +A + .+I" '..I.II:' g r //\` --`\ / / - l(.�. \ + +`+ + + +Y+-+++ \ \- _ I \ / .+. +/+ + + + . + . d / w / \ + + v + + + + 4« + + - I ) \ / J III + +/+ +/+ + +"%/./, I I LL �// \ ` / / 1 \ \ I +,+ + +\+ + + - - - - - - 1I / 1 / / I "I".j ILII l+,+ +/++++/ ++�+++r .! l.' lI"l." I I O' I / /ff \ \ _ \ 1 / - / 11\.\'.\ \ .m + + + > + + 2 - - - - - - II /\ / / / L IIIIII +1"+" +/+ + + +/ + I'l.1/'(- Y I j/Y/ `\ -I, I ,t.'.A.I"!" \\ +,t + + + # +t+ + + _ / \ .'tIJIL /+ //+ /+' + +/�.// I /----•\ / / \ 1 _- IIIII 1 3 + + + + + S + + \ \ \ - / 1 +""1 + + + + + + % � I I IL I I / I + + \+++++++�+ +++++ \ 1 / / / / 1 .. y. + b + a1. 11'll. I O / I // / \ \ -- - '.1'. ".j.l +2+ +\ + + + + + + - - _ I / / / / 1.Y.1L +.+ + R� .y. - r \ / I -'I.1. I. II \ F 3 + + + +�f + + \\ ` � / / 1 I. I +f .L .I. \ // y53H/ , I I I \ ® + +\+ + +I+� + ` -� I / .'I ''I J + + O + + * + 1 \ \ I I I z + + 4 + `al + + # - - - _ - _ - - - _ _ Il.l, I - � 1-� NA� N / T 1.1.1 I. I \, nN Am ` J / / / / I ..1.. I 1"+ 'a + + \ + F l Y/ l' � \ - - - 552 / - - - t.l 1 I + + + + +\ + + + + - - ' _ - - - - - _ + ' ! / / r J / I I. 1. t.*+.+._ f++�\+++++ (++ 1 f11 / 1 / ®. / / l(\ / - _ _ _ _ _ _ - \ ' I. I.I I I ++ ++++++++i:+++++++ \ - - - - ,+ . I' / _------__ ------------- -_--_---__- \\ - (.I .IIII I++++++++++ _-- / / , 1 1 r . I. I. .+.+�\ + +1+++\+++ \++'t . ` {.IIIII ../. , ' - / ,�/ \ - �- - / \ I 1 I'.I.` \ 1 ++++ \+t+++++++++ _ - \ - ,• .' - _ / / / / / / II I +'+ \+ +\+ + + .'IJ 41. "}. z G I / \\ _ I "1 11+ + + + } + + + + + / `- �` / I .I. .{.' + t+ +A+++\+++�++ t. Ili I.I !." // /� \\ 1 // \\ / t \ --- --`- -I`- '1 . 1+.+.' I � I / \ II II \++ ++++ +/ / 1 1 .1".I �. H J ..'I 4 / \ I 1 1 A \ I - / F. 1 "�" ' I,I'I I , I'.' " � G \ / / '.1. 1 I' 1 I \ + + +�+ + + + +�+ - / + / / / / / I_ l..f. j. j "f�l ++++++a\+++I�++t+ +1 I I I.1. 1. .1 /,/ / / / /\\ . 1. 1 1 I 1 + + + + + + + + / _ _ - - \ ` - 1 I I. +1 If 1 t t -�_ / / / / / \\\ - _ I .1 I 1 I 1 \++++++#++++++++++++ / - / ` - \ +� / / / / 1 I_I itit+ + + +, + + _+1I11.1'I1.'11 /i / f +. +r + i + + + 1 Y J i / / I \� t 1 1' ' +\ + +4 + +� + + + + / , - _ ` \ \ / ++ / / / I 1 .1 { .1 I}'+I + + + +\ + + + 1 I 111.. \ \. r� / - . j.... 1 1 I +++++ +++++++-r- +-+ / / - - \ \ I'. \ / \ I'1" "I1 \ - - / IIII II�• P I1II1\ Cp \ � / Oq - - \ �'II -f +++++++ / / `� \ / + / J I f '' ' h 11 >,I + " + +� + 1+ + + I \'j 1 - \ 1' I + + + +-+- a- r } / / - \ \ ` \ l \ y - I PROPOSED BUILDI G / I \ . V. I I \ t { I'. l .1\\\ (\ / / 'I ' ` ADDITION / \ ',1' 1 \+ - / \ --%/ ..i.r. fl. +"+ + + + D + +_ \\\\\.\. \." \ I 10,745S I \ - t' It \+ + + + + + + + -/ / \ \ \ / , / .I.�.l."I"IIII..+ +I++++++ ++�+ "ti.'1'I1Lf.'.I \ / 1\.I'' 1 r�'+�. +2-s� + / \ \\- `\ / ++ / / .. f III Il't." + + Ir +\+ "y""t I'I'11 t 11. \\ / / o _ / \\ ..11 .. I I + I+ + + + + + + +- \ \ / ` I II + + + + +. t 1, 1_I" \ \\\ 1' \ \+ + + + + +� -+-+ - - - - - - - - ` \ 4% / I !' I" +1 + + + w-+I� 1. 1 ..1 . \\\\\ I (,O/25 0.90� / 1 �..1. 1. + `I_a�+ a- + + + + ' \ \ I II t 1 + I I. " 1 I 1 I EXISTING BUILDING 1 I� + + + +_ + + + +-+ - \ / ++ // I."..I.II 1+ + -0 +I+ +`� I I.I. I.t.1 / / t _I\.`I.I \I, v/ \ I / / + / I 1+ + + +` + 1+ .I - - - / 7* 1 .f.I."L1 j. + + y + # +��+ ..I.IIII1.�.:f. / / RD3/ / �� _ / .1. ".I.. \ + + + +-+-+ + + + w " 1 \ \ / / + _j "I "I" 4 + + + + �b� I 1.. f'I1.1. I' I I I .j. \+ + + + + +� + + + \ \ -r 't 1 1 \� + + + + + + + \ �\ 1 1 + + + + + + + + + \ - - - - �,� + I ..1".I"1 I +I* +�+++� +\}+ ti I � I�I J�I {.IL�.f / / - - I \ 1 1 1 1 l+ + + +�- a� + + tl' \ 1. - - - - - _ - - _ / - �+ J I .. " ++1 +�++++++++I �++ .. 1"1"I i, l 1 L 1TRA SFO MER EX1 f / / - - I I. l_. 11 +_ + + ± f 4 + + + 1 \ \ \ I 1} I 1 j_j_ / / I I 11' 1 \ + + + + + +�+-r+ co \ v) 4.32 0.3G I I I I +1 N + + + + � +j A. j { 1 1 / / � I 1 \ \ ` � + + + + + + + + + - \ \ I d + + + µ + + + I l" 11'. I 1 / - �- I 1 I \ + + + + + + + ± f : \ - _ I \ \- \ - _ - - _ - - _ _ _ _ _ _ - - _ - �' I ' I I +I+1+4 }++++}+++++++ 11 I. I.t'. r. t" 1. I / / - - / I \ \ t + + + +-+-+ + + \ \ J02 11 I I I A\ \_++ +-a-r+ + + + + + _ - - _ _ _ - - - - J J � I I 1 M+I l + + 4 + + . I I II1.1. 1\ �` - - 0 0 / 0 //N / 5[2 I I 1 \ \ \\\ a +++++++�+++�+�+++ \ \ \ _ + + A + + + + + .. - \J \ \ \ �- I I I +I I+ + +(+ + /' 1 � I - - / / / I \ ++-F +-+ + + + f �- I+ + + +i+ + + �- 1 - - _ - - / ro I \ + + + + + + + + + + - _ -� I I �J41+ + +f+ + + .1" _ AlI1 �.\ � - - SEROPTIC '� -_- -- I _--/ l�I ` //� \ \ � � + + + + + + + + + - \\ \` \ J _ I J I � y + + I + + + + . j... j. I. 1 \ \ I / UFO UFO_ - --\ - _ -UFO- � _ _ 1fF0- - / \ \ 1 + \ \ \ \ \\ G G \ =-G \ � - -G - _ _ \ r I� �' II �d + + tl + + + + +\\{ III \\1. I I �- --'�` VY" / _ - G_�_` ` / _r I I I +1 + + 1+ + + r I 1 " i .. I. I\ \" , I - _ - \ - - 641 9.� - - / 1 \ \ + +,4 +a + + + + + + - - \ \ \ \ \ \ \ \ + + + 1+ + ++ + \ \ \ + +I + + + + + + +pI / / I \ �\ + + + + + + + + + - \ \ r +I + + + + + + p \ 4 + + + + + + + + ` \ \ \ \ \ / IJ \II��+I+++1++++<.11.1".I".rl".I \\ ------ �----�' -i- - -�/-- - - -- _ / - I I 11.+I+ I+++++++�+++++I ��y!I 11. 1. 1". I \ / W ' ' / / - - 11 I I \ I +\+,_ T ++J/ t+-+ 'N \ \ \ \ \ r I 1 'I" I L / / 1 \ `++++J +..,+++/+v+++++++ ` \ ` \ _�5'VEPCOEASEMENTON +I + + + + + + + + J / \ bC42 / 1 I+ + rt I+ + + + + + \ \ \ \ 1- + 4 + + + + + + I" "I. W" _ _ p / L { \ ` - 09218ZPG. 651 / I I I+ + + + + +1 + + I I / \ , C_ `� - / _ _ 777 I \ \ \r IT ` / / I I I + ++++++++++/++++++. I \ - - - - -/ -__ _____ __ r- _ I t \ ' +'1+4++++ 4+++++ "+ ` \ \ I PLAT PG 657 � - / / I I I +tJ ' + + + + t t " " f \\\ ' / r---- i - f +-- - I \ I I +/ s / 1 + + + + + + + + . j.l.l . 1 . I / \ \� / / / / / I / / - I - �\ + 1+\+ + P1 "'y, + + + `p\ %(�j, y hh / r LLII +I � + I+ �► } + + + .i..1 I / , \\ / \ / I / ♦ / I / APPROX/MITE20'- - I I \ ` , I+ + + \+ + + �+ + + , / + I + + + + + + + . (y ✓\ / / / \ �I + •� , + I/« + + v + RURAL AREAS \ZONE N22"25'�S"E i�o.42• / 1 1� +I { + N + + + + +1I 1. "I' 1 / I \\\ ) \I / /� / I WATER LINE EAS OE7W \ ++ t +\ +sQ + + +, + / / / / 1nI + + + + + + +�+ +.1'J' ' I I \ Z\ / / / 00-EXII SEE DB 2088 G712 + + 4 ✓'. 6I + + +\ + + + + + + + + + + + ✓ +1�+p+++I+�+ I ..I"I I \\ / / / / I/ / �/ /-I -- I 11\ \,`+^+�s+1++++t/ a -+Jr a-+eft++1++/+ LhC +1 + + + + + + + �/ I"I. \\ ��±r2 / I +. / I + I+ vI/ + + + + + + + + + + + + + + + - - _ _ _ _ _ ` - - / / / I +l + + } + + +1 + + 7► I I I I 1\ / I -- - /- - - I - I m c +�, , + + t + + c �(l(fL lffiL+ P�11�1f�7r O� + + + + + + + + + +l+i; I+ + / y� + + + + + + + + + + '& / \ / / - v \ + 4 + + + + + + + + I+ + + + + + + + + + /+ + + + + 11 / / I D +I++++/++++ ¢++++/++1 I I { I .I I I O / \ /' / / / I _ �- _ __ � � / ` s ++� `�++++++t+++++ I + +T++I+ +1+ +L' I%+ a ++ I+ + / I �i1 1 4 + t + +1+ + + + + 1 I _4_/ / \ J - _ �� / + + + + + I+ + + + + +I-+ + + /+ + t + + + 1+++ O,02 0.68. + / I 1 4 + I+ + + + + + / ` S232528" +/1 ,+/8+ + + + + + +1 + + +l + + + + + +I+ + + /« + + + + + / / I QI 1 +1 +/+ + 4 + + + + \ \ \ / / - _ .. ...'.. .. .. i. / - - I I + /+ + + + + + + + + + +l + + +�+ + +I + + +l '34U ✓ + + ��qq I + + + + + + I+ + +/ \ \ \ - - - - - . . '. _ _ _ _ - - . - _ - �t / + + +/ + + +/ + + + + + + + + + + + + + + + + + + /i + / I C +� +l + + L+ + +L + + \ \\\ yr. - �. - l " . _�- __ - - _1 1 l 66"34 + + + + + + + + + l+ + + 4 + + + + +1 + + + + + /+ y�+ + / +1 +I + + y + + + + b 1 \ - - \ - - _ - \- <- r'� _ - _ _ - - - - _ - _ _ _ _ - - I / 20.4T - + b + + J + + +I + + + + + + I + + + + + + + + + + + + _ - - - _ / I N + 4 + + + + + + \ - _ _ \ (i_ �_" - _ - - �.,�`�Fv_9z` z'14L'-45598t. - "�_ - _ - _ _ _ - - - _ + + + + + + + + + I+ + + + + + ! + + + /+ + + + + +\ _ / / I f I I \ _ . / .r, - -. _ _ �.O=��. -= -"-s-�=Tlk6--'_ _ - - � .r _. _ _ ".\�.{\ .�: I \ \ + + 5-�!� �? 1 I I / / / 1 1 I I I I l / i i ..-� _ -= _ - _ _ ". F7BEF€J3P-T-=_-_ - - --J- _._ "a. t .` " I \ \ I / '+�`itaT'�a7�_. L I WPODEOIAREA/ I I I l I / ..ter. _ '_-...�_..-._ -. _ _._ - - -------•-;____-\" \ - I I / I I I I I I r P PE/�TY �OUNDAf�Y LIIN� I I l / I r / / f / _ _ ^ .: " _ .. . ".::. .. 1 I I \ \ / l I I I I I I I l I / I / / / /^ T- .y.�- _.-r,_ - _.-...�._�-- _-=- � \\ \1 I I I I II 1 1 / I / I I I ' ' I ; I I / / / ' , / I I I 1 ' 1 I ' ' I I / / / ' ,' , / , l " / : _- \ \ , \ \ I; \\ \ 1\ - \ N \ \ , / , I , \ f I 1 / I / / / I I I I / I I / 1 I I / / ///, // / // % ..'. _.�. _.'! - - ._.t".\'-' I - \ 1 I / N I I \ 1 I I/ l l I l I I f f L I I l l // ,/ /,- J ...- _ \ 1, I \ I l I 1 -``� I I I II l l l /' l I I I I/ I I L f l l I I I/ // // I -r I /' / /- _ -- -- MANAGED \ \.,:.f.l"I11. I / /--__\ \\N \ I I // / 1 NI 1 \ \ I J I m - : l I I I I I I / / / I I / / - / - l - - - - - _ STEED SLOPES \ . J .. "I V I j I I / / _ \ \ \ I I I / / 1 1 11 \ I I . . I I I I / \ I - - ' 1 Ili , II 11 ' \ ! / / / / l \ �.. I..1. 1 I 1 / ` I 1 I / %\ \ l I / // \\ t �k I I t\\ \\ I I I I I ♦ /- -- i �` \ .\.L".I 11 I \ i I I / \\ N \\ \ I I / 1/J.24 0.90 I N I I \ I I I / \ I I I I 1 I I 1 , \ \ I / - / -- \ '\ .I. 11. 1. I; I / \ I J I 1 I I I t) I I I I I I / / /- / / / - \ \. L I I I II I , \ \ I I / / 1 I I J 1 / / I ) I I I I I I I I I I I / - / / - - \ I I I T I I 1 I ( N I I l I N 1- / ' I / I I I I I I I I I I I I I I I / / / / / / -- -\ 1'\ . I 11 Li I III I _ - -, \ 1 1 I 1 I I/ I I I \ - / I I I I I I I I I I / / , -- - _ \ '�'.1.1 j.L.f. 1 I / /- - �\ 1 / RD3 N 1 \ / / / I I I I I I I I I I I I I I I I I ! / / / / 1. I J L. 1 I I /1 ___ \\ N I 1 I / I I I � - I / I I I I I I I I / / / / ' / \ '. 1' I I" I� ! I \ � I / / ,� \ t I I I �- ) / I I I I I I I 1 I I I I I I I I 1 I / / , \ ..I . I.( III I I '\ 1 1 I I ' 1 1 I I I I I I 1 , / / / - �_1 m LI I.I. \ 1 // \ \\\ N 1 1 I of It I I / ,' / / I I I I I I I I I I I / / / - \ ..1. I //// \\1 I I I N v / I I I I / 1" 1� \ 1 H I / / / I ! I I I I I I I I I I I I I I I I I I I I I / / , / , \ \ "I.I. I f" .f l > I I /// `0.16 �_ - \)I N I 1 L I I NI 1 I "/,- I { I a s I /, / r / I I I I I I I I I I I I 1 / / / / \ \ ! .(. LJ. 1 1 I // / I 1. , ,tip. I� I t 0.24 0.90 I h MI I 1 I I I I I I I I I I I / / / / / - \ / ..r.'r Ili,] L. � I a m 1\ I h � / J I 1 I I I I I I I I I I I / / - - \ I.',... III 1 1 1 1 /Yhy a b co v / \ I" I • M 1 I / / / I I I I I I I I I I I I I I / . \ / ...r.,l_.L.1f.f."." c�_.� I \`RD,11 N M o h I I M \ / / I I I I I I I I I I I I I I I I I 1 I I I / / / / \ \ \ '.l.'. !"I' 1.' I v' I I I II / l I 1 I _-'1\ /// IN '� �, RD 2� I� MERGING TECHNOLOGY ./ h / / // / I I I 1 1 I I I I I I I I I I I I I I I / I/ \ \\ r/ I' 1 I F I 1 I .. 11 / I I // I CENTER TWO ETC 2 M1 I / / / I I I I I I t 1 / \ I....'. 1'I 1 1 /// / I I I / / / I I I I I I I I I I I I I I I I I I I I I I t 1 1 1 1 I I ' / / \ \ / .. l I j.I".I"1'JI . 11I I y I I I / I /- / I I I I 1 I 1 NI 1 ' I I I I I I I I I 1 1 \ \ / \ \ , O T t 1 I I 1 / N I 1 I 55,220 GSF \ // // // I I J 1 1 I I I I I I I I I I I I 111 I I I\ I\ \\ \ \\ \\\ / J/ / Ir/'// \ IILLf.l1 I 1 I I J I ' I I I I I I L •M FFE=549.00 ` N \\ I / / /// I I I I I I I I I I I I I I I I I 11 1 \\ \\ \\ \ \ \ \ I l/ \ \.I"f Il.. I I I I i 1I I ! I 1 0101 '35 1 1 1 I I / I \\ I / / / / / I I I I ,. I I I I 1 1\\\\\\\ \ I \) / I//. \\"'ILf1.G I , � I Im1 I \ 1/ I I I Q' I I I / I n 1./ I Q pV, V CRAIG W J. KOTARSKI Lic, No. 0402048507 4'✓''., 6110121 ow4, M E O M O N 6 N c > E w 6E Q LL 0 3 0 w - w0 M, K W = M Q< J U 00 w J -m M M CA (7Wo,31 U R_ H Z - ~ = X i U) < 04 = v V)= N N = U > m I - cm O M N W V N M d V � H 0 = (7 H 0 ILL] > w _ U Q z 0 > 0Y 0 F� H Z O a_ Of U rn III 0 Z O rn W Of LLI F 0 DATE 112112020 " DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=30' TF ;:2 ^ L.L o c_ O m J > N W J c `J / � 8 W m 0 0 Lu u a ^ LL cm cl/ LL Qo 0 c)Q o `} / > LUJ m L N I- Z Q m w O W ,= u c Ow U J � Q `o 2 U Q Z 3 cnwa fry m Q n/ o 20 0 ' W m c E z �Um O D_ O I_� - I w z w z Q O 2 0 1- z D 0 0 N LL I [ 0 0 L Q I Im JOB NO. 44493 SHEET NO. C6.2 0 N 0 m 0 0 c B 3 h h a w 5 0 c Y B . 0 rn U `o b m m 0 165 0 0 + + + + r + \ \ \ \ + ++ + + + + +1+ \ ♦ LEGEND + + + + + + + ' ++++++-t'-- - - - - -- / I �' \1 \ I \ + + + + + + + + + \ \ \ \ \ \ \ \ \ \ \ \ +-+ \ \ \ / ♦ rAEARUNOFF RD3/ ,jl\+ + + ++ + + + +\ \ ` \ \ \ \ \ \ �COEFF. +�+ + + + + + + + AP(PROXIMATE L ATION / - I \ \ J�1 1 1 ++ ++++++ + y +++++ \ \ \ ` \ ` \ \ \ \ \ \ \ \ \ \ ♦ ` STRUCTURE / I I l 1 + + + + + + + + + _ _ _ \ (I"4.TdF 10" HDPE ROOF DRAIN 1 I \ 1, + + + + + + + + ' \ \ / / I _ 1 1 \ + + + + + _+ r+ \ \ \ \ pppl + + + + + + + + + . \ \ \ 1 \ \ \ / J I �/ Ipp 11 \ +++++++t�s �\-- \ / 1 1 A + +-fir+ + + + + + -502 \ \ \ \ ) \ / I \ \ + + + + + + + + + \ \ \ \It 00, 3 / ® / I \\ \ + : + : \ \ \ / ( �` DRAINAGE DIVIDE G G� - -' II It\ \ 2It +++.4+ ++++r+++++. It rr\+++++++++ i� _ II I \ 1 +\+ + I + +f+ t + \ \ \ \ 11 / ,%may' i I 1 \ Y + \+ + + + + + +�+ + + + +� + + + + +� ` \ \ ` \ - APPROXIM1�AzE LOCATION + I +-+ +/ v + + + I \ \ \ \ - 15'VEPCO EASEjWENT - OB 2182PG 651 - - - �/ \ ♦ \ _ / ` --- - T--- - f - }r- - _ II 1 \ \ I +�++++++ +++++ T d" \ \ \ PLAT PG 657 / J i /1 / / / �O� I ` ♦ \/ / I I \ /y \ h h y h h 5 h e \ APPROX/MbTETO'- I 1 \ J+ + + + + + WATERLINEEAS�i}fE/CT +\ +/p + + + + RURAL AREAS `ZONE- \ +� + t +\ + + + k + T t + t + + t r + t + + y + + + + + + + t 00-EX1 SEEDB2" G71T + + 4 +�: 6� + + +\ T+�t+++ + + + + + + + + + + ✓ + + + + 11 + + + + + +I}+ + +/+ + +/+ + + + + + + + + + t+ + + + ` ' 6 \ \ / �. + + �+ + + + v�+ Jr r-+ + /+ + +4 + +/ + + + +/ + + +/ + + + + + + + + + + + + + + + + + + y + + + + � EXSQ - ' I II \ �+,+ � yi +(+ + + 1 .may p + +\+ + + + + t + t + t�t + + + + + + + + + + 1 + + + + + + +\« + + + + + + + + + _ X co +�+ + + t + + +�+11(fLkn�+ r+ + + + + + + + +1 (+ + + + + } + + 4 + + + + + + + + + + r < + + + + +_+- - - - - \\ + + +�+ + + + + + 4 +%+ + + + + J +}\+ + .I ++y+ + + + + + ++++++ ++ + + + + + + + + + + + + + + + + + + + +• + \+ + Q.03 �.47 + + + + + + +#+ + + + + + 1501 ++4+ +I �+�+ +� a,.;+�+\+ 0.02 0.60 + + + + + + + + +� +++++ ++ + + + /+ + + + + + + + + + + + + + + + + + �+ y+ + + + + +1 + + +1 + + + + + + 1+ + + + + + + \ I+ + + + + + A + + #+ + + \. + + + + + + + + + + + + + + 1 +++++1+++++.+++++1+++++�++++++�+++++i++++ +++ + +✓++ + ++++t++++ i++336'+t +++++++ +++334+:+ ++ +++ + + +*+ + + + + + - - _ 1'340 3 + + + + +-+-+ + + - 1 +/ + + + + + + + + + + + + + / + + 4 + /A + + + + + + + + A + + + + -+ + + + r # f r + + + + + - -1 I + + + + + + + + + + + + 4 + + + + +1 + + + + + + y\+ + + + r + + + + + ram+ + + + + + + +I+ + t + + + + + 1 I + It + + k + + t + + + + + - + 5P'BIIFF�f2/gN0,8U [+:b TA r + + + + + + + +\ + + + + �y�+ + r + t + + + { - 1 + + + + + + + + A { 11+ { + + l+ + + + + + 1 fI+ + + + + + + + + 1\ \ 1 / / + -r + + + + +N11111111111 + + + \ 339 33 3 334 ++++++++++++++ \ 1 _MANAGED + + STE�SLOPES '. 1. '.{.I I 1 1 / \ I I M / 1 I I;_ + ! .+ + + + + N\ 4 II f , \ I / / / 1 I \ ` \\ I.\�. {.. I'.I'll li \ i I / � \\ �\\ 1I 1 I � \\ tt++ +++ / r624[0.9�O/ 1333++++++ +++++++ 1 I . I I I � I 1 / � ' � - �� \ \ 1 { II I II 1 � / RD 3 I 1 N 1 1 I \ �- t+t+ + + + + + � ��X1dq. , I �ll�. � \ I / '/� - \ \�� N N / / N I \ � rOl o.90 I �+++ +0;04 0i49+ 12 EX-1- 0 I I \ l I / \\ \ I a o I I II I/// / \\� 1 rQ24�� N+I R \ 1H h I + +++332+++ + iI L _L�.j.. { a s 1DI'j/ J J �� t 0.90 1 �^ ` I. l I I l I 1 1 /4y a 1 `° v I / I 1 Y� I ++J+++++++ ++++++f+ I I.RD.11 N M v ,v h I / u• .'� + + + + + + + + F 1 0.25 0.90 \ I 1 /t\ /// (N I RD 2 MERGING TECHNOLOGY N' h `N - t + + + I I11 '' /// / I I I 1 + + + + + + + + + \ t I I I .I I t � I l I I J I N 1 � CENTER TWO (ETC 2) NI I \ m+ ++ I I I I ' / , I I 1 RD 4 + + + + .,+ + . . 1 - I I I , 55,22Q GSF I \ + + + + + cs + + r� + + + + + cr + + o, FFE = 549.00 N \ N ?+ + + + + + \+ + + 1 KIIOITQI'3 1+N+++i++, ++#+++++\OU5 I 1 I N \ 1 1+ ++ 1 \ \ 0.02 0.53 --' " Q g + + + + + \ 32� \ 1 1 0.03 0 44 N \ +�++ ++++++: ++++ \ \ 1 / \ bN LINE ++y++`r, +++ + ++ 1 312 \ yN DR14IN 1 \ krN�+ ++++.3 53 0.38++ \ 1 /vl�l�.j \ ` \ \�� ++\"s�N+ +++ +++\+ 322 / /323 324 / / •+�/++ +++++++++++\+ \1 1 I/ / I 315 0.19 0.36 \ 4 I I I I I I I I M I I 82 -- / �-� 11 1 I I III I I �� of (O.T030.4 t I I \ TRENCH 0.03 0.44 1 / / 1 INLINE - -- INLINE 341 \\ GSA \\ RU t I I I I I I • / 3� (0.08 0.43 318\APPR XXIIMATEI/ 0.48 0.90 1 \ 55 \ vv Pc0'ppASEMENT /N�NNFp RF"9S 20 , I 324 08200�7VG. 25 �USTRiq�FIiF�Op NF I I I I I / I I I I .I ;I I ♦ / / / / / / 306 / 30 / RD.E _ II{,I I I III I I J/ ;� 'I +�. / / / / / / / r / ♦ ryt- I / / -0 343 IIII t 3- -'- 1 � /' 0.04 0.82 / / /\\♦ - ��-- -_ -�_- _ 1 308 J / \\ � ♦+ �� _ _ __ 1 I III I I I 1 1 / I alo o Ex i I +` \ I 0.41 0.79 �- I IIIJJIIII�Ir 400 / / q + \ I / I ---- 1 (0.07 0.77 //// � 304 OCA '�i 306 Q6 �35/ ` \\ APPROX OEL EASEMEIN AN -/- I - - SAN 1 '4113 N - - ♦ { / \ PLAT PG 657 I' I / h a -v ro I ♦� 4% 1 \ \ \ h ++. � •// / o-- _ = 1 +.+ 1 \ \ 0.41 ; 1 / / /� Ilk / / I,, I 400 I I \ I 11 e l l' 1 � 1 'f �I I \ `,2n I \ \> % 0.44 0.73 \ I 1 \\ I -== / EX. PARK l 1\ I 1 py I ', \ 20' ATER I S I 1120IWATERL/NE \ \ d5 I WATER LINE EASEMENT I/ ��y5� SEE 2171 PG. 263 (PLAT) I / EASEMENT / 1, / / PA/ I I \ I AND OH 2O85PAGE 715 (PLAT) \ \ \ \ / I I I . TE ED QN P/PE/ `, \ `1 ERED ONP/PEIII /I I CIB. "108PG.170& /1� `` • ` f It FPA/N MARK \ ` I srLL r-- --- -4---- --- -__- ---' _-- It II I 1\ \\ 11`` 1 1 \ \ W,��_ \ \ __ \ - --4 L -�� \-__ \ -- \ _ _ 1 .0 lP\1 \ \ � ✓-r \ 1 _\ �- -I � LiGP � �F' W- - _ 1 \ / I \I I \ T W- \ -W-_ � \I,y_1- --------- ------�-----------�------ -----` \ It \ /I It li L I _ (II \ \ ----------- ---- ftft 1 g ��® -'�/ i \i 11� I/ vu T I / AN - -L - i / / / / - _ \ � t � � � / J TEICOM VAULT `\ �\ I J \ 1 \ It` I "" =SANS ' ' / / / / / / / i -�SAN ' _ ySAN '_1 i / / / I 1 I 1 \ I I / / /-_-_SANT- / SCALE 1"=30' (2) TELBOM VAULTS N U CRAIG W J. KOTARSKI Lic, No. 0402048507 6t, 6110121 ow41 M E 0 � o N Vi N C > E a E � U (v W aLLo3 w o 6 a_jv00 z U Lu W Idy, N - ui 0IN lGc� �cc d INN d Z G C zLu wM a p�h0 O �ONx v�i ULLJ J LU O O OQjOOti ti = N z n U >� O >OU� W W ~ $IN > Q(°n�2 Z LU 66 00 a000U Q� ct: Q� ct: ct� W W W W W of R d R d R 0 00000 h ti ti ti ti 2 In U) U) U) U) � ti ti ti ti ti > > > > > 0 WWWWW � �� H W LL' F - U p \\o\\ Q W0 ti7 \O z O )n DATE j 112112020 0 DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI SCALE 1"=30' ui G o a J W Lu 0 n Lu > N Q 0 Q WL z C m W\ z Q � n / 0 U Lu `o O w (� J Q 3 r/ vaz ya W Q?O r, Q Q `� z Q a0 o2 W =� E o z 9� O a0 O _ O 3 rn z„ Q O 2 a Q 0 N o D � n O >WE rn Y y LL X = 0.0 m m U E O _ (�j N ,2 m �a 10 a JOB NO. w = 0.2 m 44493 m = N C V SHEET NO. n o C6.3 = E / I / / T T T T T +++ + + + + - +- + + + + + + + + + + /+ + 4 + + / + + + + + + + + I + + I+ + 4- + + + + I + + + + }I + + + + ,+ + I + + + + / + + + + + + + + + + + + + + + + + + + + + + + \ + + \+ + + + + + + + + / + + + + + 1 + + + + + + + t + + I + + fF + +I + +�+}+}I++++t++++++++++il+}+1++++++I+++11+}+}+++++++++++++++7++++/++++++++�F+++++++++++++++++++/+++}+}+I}+++\}+}+++}+4++++\ +++ 1++++\++++\+++++++/+-++ ++++/++++++�+++±+++++++++}+ +-++_+++ f + + + + + + + / + + ,F + +, + + I+ + t I / \ t 1 I 1 r + + + + + + + + + + + + + +I + + + + + + + + +I + + + + + I+ + + + + + + f+ +I + 4 + LF + + + /+ + + + + + + + + + /+ + + +/+ + + + + + + + +\ + + + + + + + + t + + + + + + /+ + + /+ + + + +c�+ + + +-�-+ �t + + -+ + + + + + + +/ + + /+ + +/ + + I + + + + + + I + + * + +I + I+ + I + + + I + I+ + + + + I + + + + + + / . + + + + + +/ /+ + + + /+ + + + + + / + + r + + + +v + + + + 11 + + I + + 1 + + + + + - + +/ + + /+ + +/ + + + + + + + + + + + + /+ + +a + + I+ + + + +�+ + 4 + +1 + + I + + I+ + + I+ + I + +I +1 + + I+ +I + I+ + I + + + +/ + + + + + + + + +/ + + + + /+ + + + + + + /+ + +/ + + \+ + IF + + + + + T + + + + I+ + + + +. _+ rF + +, n�O + + + + + + +++++I+++++I++I+++++I++++++++I+++++++I++/++++++++++++++++++++++++++/++\++I++++I++I++-+++(F++�,+�f+y+++++ + + + + + + + + + /F + +/ + + + + + I+ + t + + + + 1+ + + + + . + I+ +I + I + + + + + 1+ +/ + + + /+ + +/ + + + + + +/ + + + + + /+ + + + + + + I+ + +1 + + I+ + tl + + + +I + + + + + F + + + + + +/+ + + +,F + + + +1+ + + + + + + + + + + + + + + / + + + + + + + I+ + + + + + + + I + + + t + + + I + 1+ +1 + I + + + t + + / + + + + .... + + + + + /+ + + + + + + + + I + + + + + + + + + I+ + I+ + I+ + I + +—'+ + + I + + + + /+ + + + + + + + + /+ + +/ + + ,+ + +� + + + + +I + + /+ + + I+ +I + I+ + + I+ I+ fi +1 + 1+ +1 + I+ +/ + + /+ + + + +/+ + + + + + 4 + + + + + + +/ + + + + + /+ + +I + +I + +I + +1 + +1 + t + + +mot + + + + +//+ + } �- +- + + + + + + + / + + 4- + + / + + + + + + + + + + I+ + + + + I + + + I+ + I + +J + + + + +I + ,+ + + + + $ + + +/ 4 + + + + + + . + + + y + + + /+ + + / + + + + I+ + + + + + t + + + + +I + I+ + .. + + +/ + +_ *47 + + �+ /+ + + + + + + + + I+ + + t + + 1+ 4 4- + + + + + + 4 + +/ + + ... + + + + + + +. + + + + + + + + + + I+ + + I+ + +, + +I + +I + + I + + / + + + + +I + +- -+ +/ + /+ + + + /+ �+ + +/+ + +, + + /+ + +�+ + /F + + + + 4 + +/+ + + IF + + + +I + +I+I+I+ + + +/+ + + + + + + + + + +.+ + + + �+ + + +/+ + + + + +I + +I+ + + + I+ + + +/+ +/+ +� +/+ +1+ + + + �+ + + +/+ + + + + + + + + + + + + + + + + + + +/ + + 4 + +I + + + + l+ +I + + 1+ I+ F t + + + + + + /+ + N�y81 SVW071118(9W-W9f-W,09 + + +/+ + + + + /+ + +/ + + +/+ + + + + +I + +1 + F + /+ + + f + + + + + + + F-+5q6+ + I+ + + + + + + + + + + + + + + + + +/ + + /+ + + + + + + + + + + + + + + +I+(+ + ,+ + + + + + + + + + +. + + + + + + + + +/+ + + +. + + +/+ + + + + + + + +/+ +/ + + +�+ +//+ + +,+ + + J+ + + N } } } } } l } } l} } } l } } } } } + } } } } } / + + t + } l } } } } I ♦`-� y lip �L id yi +-i �r iti Li i(� i �+ �� + _� + /�+ _+ {ice }�+ }ice } } } } + } + h i' + + + + + + + i� }/ I L }/ + + / } } }/ } } } } }/ + + / } } }/ } } } } �} } / } I. I 1 / / / / / / / / / / T / % -� / N } } } } + +/+ + t } } l+ + + +/+ + t + + } } }/ + + } CF� }}}}}}}}}++f+++}++++}}�++++++ _ } } } } + } } } } } } }/ + + /} } / + + /} } }/ } } /} } /+ +/ } / / / / / I - / / i / / _ _ _ _ _ _ - _ - - - , , — - - - 3 l 1 ++++1+++++,++/+++++1++,+++F + + +t/+ + + + + + + +/+ + + +/+ + I I // \ I I ----_- + + + + + -I --_-_-_-_-_-�- I \/ I tIi/ I 1 II _ /+ /+ + ++ ++++++I++++/++++ ++++ +++I+ +/ + / + + 4- + + + ,+ + I+ 0 + + /+ + + +/ + + I+ / + +/ + + + + + +/ + + + +/ + + + + ++ + + ++ N Ik I IIII II I I I II O�+ + + + /+ + + ,+ + + /+ I + + /+ + + + + + t + + + + + + + + + + ++ / + + + + + + + + .+ + + + . + + + + ++ + + + + + w— W� + + + } + ++ + + } + +V � + + + + + + + + + + + I + + + + + + t + ++ ++ + + + + + \ J4 -- \ \ rz I I - r � �>Wo + + 4. + + + + 4 + + IF + N ` \ I + + + + I+ + + + + + + + + + + I(1) PLAOCC G Q. I a R C) v �� ` \ + + + + + + + I + + +/ + + + + + + + + + + +I + + t + + + +' + 1 I f I VV / / t I / v v h' \ V �v ¢Lj ( �F v + + /+ + + + + 4 + + + + + + + + + + + + + + + + I+ + + + + + / + + + + /+ + +/ + + + + + + + +I + + +I + + +' + + +I + �+ + I + +I V A + +, + + t + + /+ + +I + + �+ + + I+ + + + + + I+ + + + + + + + + t + + + + + + + + + r + + + + + + + + +I + + +I + + + + } + + +I \ \ + + + + + + + + + t + + I + + + + + + I+ + + I+ + + IF + 1 + +I } 1} + + / + + +/ + + '+ + + + + + + + +I + + +I + + + + + + I + + + I+ + + + + + + + + + I + + + I+ + + I+ + + t + I+ +1 + + +/+ + + + + + +/ + + I+ + + t + + + + + +I + + + + + + + +I \ �° 0F0 + + + ++ + t + + 1+ + + + + + + + + 1+ + + + + + + + +1 + I+ -I + + + 4 + + + + +I + + +I+ + + ++�+++1+++++++++++++ - \ , , + + + + + +/ + + + + + + + + + + + + I+ + + +, + + + 1 + + +I +� 1- \ I _ I -I I- I I -I - \ \ ' \ 1 1 ' I /I IT + + + + + + + + + + + + + + + + + + + tl + + t O+ I ` SOD ALL kREAS BETWEEN + + + +/ + + + + + + + + + 1 + + + I+ + + +1 + + + + + \ - 1 __ t r �- ( BkDING AND PARKING LOT + +/+ + + + + + + I+ + + + + + + + + + + + I+ + + + + + +p+I I \ / 1+ + /+ + + + /+ + + +J + + + + + + + + + + ,+ + + + + + + +1 + + + + + + � + + +1 + + + I+ + + + + I + I+J+�I A I 1 -I- 1. f l 1 1_ �- ( ` A �1 W—\ \ V / + t + + + +/ + + + /+ + + + + + I + + + I+ + + + + + + I + + + + + + + +/ + + + + I+ + + + + + +p1 \ \ I \ + + I +f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + 41 � v 1 / + + + + + + + + + + + + + + + + + +I + + + + + + 4- + + + + 1 / / / 1 I +� + + + + + + + + +I + + + + + + + + + I+ + + + + + +I + + 1 1 r L v �P + + + /+ + + + + + + I I+ �l \ \ - 1 - I , I � rF + + + + + + I + + + + + � I 1 I PROPOSED BUILDING I I ll \ + + + + + + + + + + + + + + + + + + + + + + + + +1+ + + +I+ + + + + + + 1+ + + +I + + +I+ + +I+ +I+ V A-I_I:IIIII�111 11-I .III II - v v II +++�+++I+++I+++++++l+++�+� IF + + +I + + +I+ +I+ I- t t + + + + + + +1 + + +I + + + I + + + I+ + + 11 + + + + + + + + +1 + + + +%+ + + I + + + I+ + + ++ ++ ++ ++ + + + + I . + + +I + + + + + + + + + + + + ++ + + + + + /+ + /+ + +/+/ + V I++4.+++++ ++++ +t+++/+ I + + + + /+ + + + +I + + + + + + + + + + + + + , + + + /+ + �+ I I I I I I I _ - I I � I I I I I I / / \ I � I � I I I I I I I I I / / / / / r+—++—+—+--rrr+—+°I—�T+—+—+ / � �_� S66y 433 E\ 458.94'v yI TJr— �- +—�—+�TTLT—T--rr�,—, i � � ^ T— �,— ��-� � ,— ,— ,.7�_ ,— ,— , — .� .- — .— . — .T . —� — + + + + + + +I + +/+ + I+ + + + + I+ +I + +,+ +,+ + I+ +I + + +I + + +1+ + + �- + +'+'+%+ + + + +/+ + + + +K + + + + + + +'I + + +` + I /+ 4 +` + + + +\ + +\ + +\+ \+ + +`+ + rF + + } + } / + + + + + + + + + I+ + t + + + + + I+ + t + + + + + + +1 + t +1 + + + + + +1 + + + + + f/ + + /+ + + + + + + + +, + + + + + + + + + + \+ + \+ + + +I + + 1 + + + + + - + + + + + + + + + + + + + + + + + /+ + 1 + + + + + + + + + + + + + + + + \+ + I + + + . + +- + + + + /F + + + + . + + + + / + + + + + + + II + /+ + + +I + + + + + + + + \+ + + + + + + /+ I+ + + + + + + +/ + + + + + +1 + +1+ + 1+ + + + +I + +I + + I + + I+ + +++ t +, + +I + +/ + +/ + + t + + + + + + + + /+ + + + + + & + + + t + + + 4- + +\ + + \ + + + -< + t - PLANT KEY TREES BOTANICAL NAME PLA OCC 1PLATANUSOCCIDENTALIS + + + + + + l I + l + + / + + l + + + + + + + + + + + + ++/ + + „+ + +/ + + + + + + + + + 1 �+ + + + + + /+ + + + + + + + + + +t� / + \ + + / + + + + + / + + + + + + + + + + t + + +I + + +l + + / + +v + /+ + + + + l+ + + + + + + + ,+ + + + + + /+ + + /+ +I + 4 +I / + + + + + + + + + . + + . + + + + ++ + + + + + + + + + + + + /+ + + 4 + + /+ + + ,+ + + I+ + + + + ++++++++++++++++++++++++++++++1 +++++ + ++++++++++++ + +/ ++++ ++++��++++++++++ +'++++++++//+ + +/+,+ /++++++++Pr+++++�+++++++ +++/++++ + + + + + + + + ++ + + + + + +' +/ +IIo + / + ++ + + + + + + + +\ +/ ++ ++ ++ ++ + + +/ + + ++/ + + 4 + _/+ + + /+ + + + +/ + II - / + + + + + + + + + + + + +/ + t + + --+_ + + +1 + + + +\ +/ +/ + + + + + + + + + + + / + + /+ + /+ + +� +-+- + + 1+�+/ + /+ + + /4-/ / / / / / -I I I I I. I + + + + + + + + ++ /F + � + + + + + + + + +/+ /+ + + + +� + + + + + + + + + + + + +/ + 4 + t + + + + +/ + + + + + + /+ / + + + + + + + \+ + + } + + + + + I + + �+ + + / + + +/ + + + /+ + + + + + + + + + + +f -y + /++ +/ + + + + + + + /+ + + / + + + /+ + + + + + + + + -+ p+/ + + + + I + +++ ++ II ++ ++ + + + + + + + + + + + ++ Jd + +I + +} + +/ + + /+/ + + + + + ++ + + + t+ + + +/ + + + ++ + ++++�+++++++++ 1 - I EXISTING BUILDING + /+ I + + + + 4 + + V v v -A II I + + + + + + + + + + + t + + + + + + + + + + + + + +I I+ + + + + I + + + � + + + I+ + + +/ 4 + + +/ + + + + + +/ + + + + + \fF {� + + + + + + t+ + + / + + + +/ W + + + + + + + + +\ + + +/ + + + + + I+ + + + + + + + + + + + + + + . + +/+ + +l+ + +I + +�+ +l + ++ + + + + + + + + + + + + + + ' + + + + + + + + /l+ + . + + t + + +- + � + +- + + + -p + + +/ /+ / W + + + + + + + + + + ... + + + + . + + + +/ + +/ + +/ + + +/ + + I W ,+ + +, + +,+ + + + , + + + + + / + + + / h , �. / , I - / / 0 - �- / J F I- + + + + + + + + + +/ + + + + +/ + + + + + + + + + + + I — — / ISTI �2EE CANOPY - P. t / -I / I I v /-- I I , + + + + + + + + + + + + +/ + + + + + +/ + + + +/ + + + + + / /O / i c� + -- + + + /+ + +/ + + / + + +� + + / + + /+ + /+ + +/ + + + / W / A ISTI G TREFL9CATION - TY . �I A + + + + + + + + + /F + +/+ +/+ + + +/+ + /+ + t + +/+ + +�� + + + + + A + + /+ + /F + + + + /+ + + + +/ + + /+ + + + + /+ + + + + + + + /+ + /+ + +/ + + 4 + +r + +/ + + . + + + + �+ + + + + + /+ + + /+ + t + + + + + + +/ + +/ + +/ + + + + + / �' / l I - I A I I f - I i / I I c I / •k " '� P� - �� + + +/ + + + + +/ + + + + +/ + + + + + +/ + +/ + +. + + + + + + +' + +/ + + . + +/ + + / + +/ + +/ + i+ + + + + /+ + + + _+ + + + +/ + + + + �F + +/ + + / + + / + +/ + + + + + +_ - / / / / I- - - I - f v I 1 V 1 + + + + + ++ + + +/ + +/+ + + + +/+ +/+ �7 + f/+ + + + +/ + + + +I + + + + .F +/+ + + f + + + +�+ + /+ + + + + / + + + + / + + + .F + + / + + + + /F + * + h + + +- + /+ + + + /+ + +/'+ + + /+ + /+ +//+ +/4 +/4 + '+ +/+ + /+ + +; + +-�_ -/l.\� ,/ \�__� I o\ + + + + + + +. + +.+ +/+ +/+ +/+ +//+ ±'+ +/+ +1cn / + + +//+ + +/+ + / + + +/+ +/+ } + +'+ +/+ + + +/ + + + /+/ A+- �+ + ++ +/+ + / + + + + + + Z+ ++ /+/ + + + +/ + I + +/+ +/+ + + + + + + + . + 4 + ++.+ +/+ + + + + ++/+ + + + 4/ +/+ +/+ ++ + + + + T ++ /+ + + +/ + +/ + + /+ + + +i + + + �+ + +/ + + . + + + . + +/ + + +- + + + + � +—+ + + / + + / + // /+/+/+ / �/ / /// i•/ / / / /// / / // / / // / /// // / �/ // // // / / / / , -II l / l v \ IA\ V l \I\ \A V i / / I Q I II I / / / XI / -\\ A � \ \ \ dj 1 +i+ + + +/ + f/ + / + + + + / + +/ + JF + +/ + + + /+ + /+ +/ +/+ + 4 + /+/ + + + + + +/ + + f / + + /+ + /+ + + /+/ + + + /+ + /+ +-+ /+ + / + + + + + + +/ + / + + /+ + /+ + + /+ + h + /F + /+/+/ + /+ + / + + /+ + 14 < + + t + + /+ + + + k + i'= + + + + + +I + + + + \+ + +v / VI + + + + t + + + /+ + + +'- 4 +/ + +I + + + I + + + + + /+ +� + 4 +/ + + 4 + + + + + I+ + + + + + + + + + -+ + + /+ + + + + t/ + + �+ +\ + +I + +I + + I + + I + �_ +-+ -+- +-+ -+ + 4- + + + /+ +/ + � + + + + + ,+ + ,+ � 4++v + + + + + + +I + +/ + + /+ + + + + + + +\ + + + \+ + +\ + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + \ + + + + + + + + + + + + + + + \+ + + + + \+ + + + + + + + I+ +�+ + r+ + + \+ + +\ + + + +\ + +\ + + + ... + + + + + \ \ ` \ \ /1_ / / / �\� \ IF- k + 4 + +�4 + v + +v+ j+ + + + + + + + +tv+ + + +.+ + + + + —�v t ++ + +++ t + + ++ +\ + +\ + +\+ + \+ + +` + + + + + -+- +��/� + + + `+ / + \+ + + + + +\ + + \+ + + + + + + + + + / % SCALE 1"=20' + +I + + 4 + + + + f + +v + + + + v+ + t + + + + + -+ + + +� ++++/+�++`++\++ ++I++++ ++++++++++__ \ + \+ + + + + FF + +I + + I + + I+ + � + + t + + + + + + + ..... 'W. C III Wo. 1 06/10/21 l am O It z O F� F� H z O F- V Lu w 0 z O w v v v ti ti N N N N N w VAAAv F O�MN W O DATE 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' J w U) Z a LL D JOB NO. iii lA SHEET NO L1.0 0 g 0 3 a 00 o X O �Z 00 o 2 c LANDSCAPING FOR NEW BUILDING ADDITION OF 10,000SF 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 he shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Ild Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Id Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Id 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: Id 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: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: N/A ❑ 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: Ild 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 Tunneline: Ild 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: Id Protective fencing shall be the last items removed during the final cleanup. 13. Damaeed Trees: Ild Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBELITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. :�ice_, �.i_�:� OWNER SIGNATURE 9/17/2020 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 7 HEIGHT VARIES WITH PLANTS 12" MIN. 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 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 SEWERIWATER 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, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE PLANT SCHEDULE TREES JQTY 1BOTANICALNAME ICOMMONNAME I MIN. INSTALLED SIZE ROOT CANOPY PLA OCC 11 1PLATANUSOCCIDENTALIS I AMERICAN SYCAMORE 2.5" CAL. I B&B 11362SF 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/.10 = 30,927 SF 30,927 SF 164,574 SF(EXISTING) _ CANOPY 165,936 SF LANDSCAPING FOR NEW BUILDING OF 45,220SF PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TO ACE ARM 3 ACER RUBRUM'ARMSTRONG' ARMSTRONG RED MAPLE 2.5" CAL. B&B 44SF 132SF BET RIV 2 BETULA NIGRA RIVER BIRCH 2.5" CAL. B&B 397SF 794SF PLA OCC 7 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 9,534SF CUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 2,933SF TIL GRE 4 TILIA CORDATA'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 1,152SF = 14,545SF SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING SPACING ILE HOO 31 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 30" HT./SPRD. CONTAINER 36" o.c. ILE INK 31 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 30" HT./SPRD. CONTAINER 36" o.c. ITE SPR 30 ITEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 30" HT./SPRD. CONTAINER 36" o.c. GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR CHE 145 CAREX CHEROKEENSIS CHEROKEE SEDGE 1 GAL. CONTAINER 12" o.c. HYP CAL 195 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. RUD HIR 43 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" o.c. SED ALIT 41 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 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. AL 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 17,544 SF 17,544 x .05 = 877.19 SF 878 SF 1,568 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 39 PARKING SPACES 39/10 = 3.9 4 LG. OR MED. SHADE TREES 10 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 ( a 10 /" COVER 24.2 AC x .1 = 2.42 AC = 105,416 SF 686,265 F(PROPOSE +14,545SF(PROPOSED) AREA) 105,416 SF =700,810 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 THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE I CONTAINER 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 'W. C III Wd. 1 06/10/21 of O x cD 0 O rr x H 0 w w_ x U z O to 0r 0 O} F� z O a_ V w 0 z O rn > w K F DATE 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A I I0 W 1 1� N O a a C 0 Q � a d m a Q 0 o C LL > L LLI 0 O W n =_ O U O `o d U Z 3 Cn ca LJJ � lb J Q (Q o d 0 Q v o U Q z E E Q g� a o a o x O H JOB NO. 44493 SHEET NO. L2.0 +1 t +r t r-'r t�•Y tV. t r r- Y+� r r t t t t t+ t t t\ t t t T t t t bp \t - /' + + + +\\ + + + ++ + + + + + + qi- +-Q-2-#- OF. -2 + pF 2 + + +OF +-F + ++ \+ ++ + <�,J + + 0. * + ++ + \++ + + + +: +: -- +. +: + +; + + + + + 1+ +\l� '91-�7S €7N1�77WR r-wv-u3�/7S,.Og + + + + 1'`;/ 0 •1 • 1 0. o �� 0 0: 0 OF 1 + + .04 +1) + + + + + + 0.0 + +I + + I ----- + + I+ + + + + 4i _ 0 - 0.0 0.0 +++I+°+2+++0.+ 0. 1. 1.3 1.5 1.8 1.7 --i. 5... ..r 0.0 I 1 ..0 1 1-. 9 1 . 6 1 . 4 1 . 4 0.. 9 - b+1+++t+3+++ i. 2, _ 50'tBUFFERAREA / jI o:s- o .'0,0 0.0 0.0 + +/+ + -01;;, 2. 5 2.7 2.1. 4 / / L. 1.6 j2.3 2-:7 2. -7,... Luminaire Schedule Symbol Qty Label LLF Lum. Lumens Arrangement [MANUFACI Description El9 WM3 1.000 5953 SINGLE U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-M-20LED-700mA-NW 2 V3 1.000 17433 SINGLE U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-525mA-NW 3 V4-BB 1.000 16975 BACK -BACK U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-80LED-525mA-NW Mx: 1s ° • 0 0 o.b o. o p • p + \ 1 EACH OUTDOOR LUMAIRE EQUIPPED WITH +/ + + + + + I I 1 - / V A i 1 -'- U.0 U.0 b.II - 0.0 n n n !. 1.8 2 1 + I -0:0 0.0 +/ + + + // �I" \ / / MH: 15 \ + 0.4 0.1 0.0 + + + + \ 0.0 dl I /0 1✓0/ /+6. 0/ + _ *' - -+gU' p / \ 0• \0.0 \ \ 1 1 1 + + + ++ +q+ �+ / o.o o.0 0.0 0.o p,p / / / _ I0•o o:0 0.o ALAMPTHATEMITS3,000ORMOREINTIAL 2. 2 J / \ - I 0.0 + , _ - / \ 2 \ 1 b 1 0.0 0.0 0.0 / A / a 0.0 0.0 0.0 0.0 + + i Al 1 0.0 0.( + + + + + / 0.0 0.0 0.0 + + + \ / + 0.0 0 0 ° p \ I \ 1 1 1 1 \ LUMENS SHALL BE A FULL CUTOFF + + + + # / / 2 2 2 I o. o o. o o. o o. 0 0- " + \_I + \ LUMINAIRE AND SHALL BE ARRANGED OR O.f ++ +* \ 0.4 0.1 0.0 + + I 0.0 0.0 �f I 0.0 0.0 + + \ 0. 0. 0.0 + + + + °+ + 9 2 3 :' 3 / / 0. 0 0. o o. o o. o + + I ° • Q + • b. o 10 o o a SHIELDED TO REFLECT LIGHT AWAY FROM + + + + x: 1s / / / / / o. o o. 0 0. 0 0. 0 0.0 0.0 0. o \ \ P °' ° 0-'ADJOINING RESIDENTIAL DISTRICTS 3 + + 0.0 0.0 0.0 0.0 0.0 * + I� + + I \ v 1 1 0 1� ++ i"" + + / / / 5 0. 1 0. 1 0. 0 + 0. 0 0. 0 0. 0 + + + 0. / 0.q °' \ ° 0. 0 0 0. Q + vQ 0. 011 11 0. 0 0\ 0. 0 0. 0 0 • + + + °f + <�'S 2 • 2 ., / / \ M 0. 0 0. 0 0. 0 + + \ \ \ 0 0 . 1 1 1 + + + + + + + < I / / MH iS 0.0 0.0 0.0 0.0 0.0I I I \ 1 0 0.0 0.0 � 0.2 0.0 0. + + / 2�.5 1. 0.5 + + + 0 V 0. p 0 + + 1 1 1 + + gyp- + * I 2 / / / \ 3 + 0. 1 0. 0 0 . 0 + + + 0. 0 0. 0 0. 0 0. 0 0� \ \+I \+ I + + //+ J. �� 0. 0 '0. 0 11 p�, pl 1 \ + + 0. 0 + +' +q + 1 2. / / / / / \ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + \ I I/ \I 1 \ ` I \ \ 0.0 .0 0.0 0 0 0 p + + + ++++++++ I / I �2 8 + 0.0 0.0 0.0 + 0.0 0.0 0.0 �� + / +" ++' 2 V A 1 1 v �.0 0. +0 0,< �+ / / / 2. 1.3 + + 0 0.0 + ¢ A V A A 1 0.0 +1++ +5++ i*3 1 i. / / / i _ o.s o.z o.l 0.1 0.0 0.1 0.0 0.1 0.1 0.l o.l o.l o.o o.o o.o I i ®�° I o.o on/. o.b� a\o 0.0 \ 10\0� \I 0\.d 0. \ 0 0 0.0 0.0 + + + + / 0.1 I 0.0 + \ � 1 1 A 0 0_0�'0.0 0.0 0.9' c / 2 I 0 2 . 1 I. 9 + + 0 . 0 0. 0 + .0 A 0.0 0. + I * + + - 1 _ - - _ < ++}0 5+# i 1 / 11- /// 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 +0.1 0.1 0.1 0.0 0.0 0 * + + + <I I OIO / p/ \0.0 0.0\\ 1\0\\pll 1+0 IQ p 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 i 1 7 I 1�. 0.7 0.3 0.2 0.1 0.1 0.1 0.2 0.2 + * /I 10.0 0� 0.0 \ d.0 \ + + �+ _ \ / \ \ \ \ \ \�0.b \ 0.---------- .. 0.0 0.0 0-.0 0.0 0.0 0.0 + •+++.+4+ 2 2 / / 1>. 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0. I + +I + /+ \ \ \ \ \ 0.0 0.0 <0.0 1 +Ct. * - 1 \- 0. 7 0. 4 0. 3 0.2 0.2 + + + 0. 0 I 0 . 0� 0 I 0 . 0 / 0 . 0 . 0 . + +\ \ \ N \ + < •+++++++1 Sg 2: - + + _/ 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 + * + \ + I I I I \ �\ 0 0.0 \ CO\ \ 0\\ \ \ 0• 0.0 -+O ._0 0_0 0.0_ _0-.0- -(Y. D- 0.0 0.0 0.0 I + + 0.0 0. 0 . 0 \ 0 . + 0 0 .0 +/ \ 0. OI 0\ + + \ \ \ \ +\ < + + +++ + + + + 3 1 1.7 0.9 0.6 0.5 + * + + + + + 1 \ 9- \ 9 0.0 0!0\ \ 0.0\ 0:0 0.0 0.0 0.0 0.0 0.0 0.0 Oro- �+ / + +0 . �- /+1 � Z 3 ' ' - - - - 0. 4 0. 4 0. 5 0 .5 0 .5 0 . 3 3 5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.11 0.0 0. + + +\ I \ \ - - - - 0.0 0.0 � + +O +I 3 + + +- x: 15 /� / + V A _ _--_-- _ - + 5• / * + + + N I +J / \ \ Y o.5 1 z. 02gB1f 81(3 .7 0.a 0.(p�01 0.o ono A\ + + + + 3.� / -MH 1 I 0.9 0.9 0.8 0.7 0.5 + \ \ 0.0 0.0 \ `O,a 0. 0. + * + + + + + �+� -4- 0 + + _ - 3 0.2 + 0.0 0.0 0.0 p J * \ +I / v V A V - - 0.0 0.0 0. * + * + + + + ,+ _ _ - - _ _ _ 2. 4 - ; . ` - - +- - - 0. 0 0. 0 I Oro' + \ + \ + \ \ \ - - - - --0. 0- 1 0.4 _ +'_ 553-----' < > _-' + - ----- I \ OL0 \O.OI \0.0 0.0 0.0� \fi\ *\ + ++++++++ 2v < + \ - - - - '� 1.0 0.7 0.5 _ -+ +. $�- _ + + I® + \ + \/ + I + ti \ \"\\\\ °\Q\\ 0.0 0.0 + + + + 0.0 0.0 0.0 0 I +++4 +++I.O+ +.- //< v3.7 \ 2.7 2.1 1.9 +. 1.6 1'6. 1.7 + + + 1 --® - .0 0.0 0.0 Q.OI 0.0\-0.& * +\ A \ \ + ---- _ -_- + + + +�'+ / - - p•9 0.6 + _ \ \ , 0\0 0.0 0.0 '- - -+ _+ + �' + i-: / \ 1. 1 1. 1.2 + * + + I 0.0 0.0\ 0 0 \ + + - - - - - - +++++++ ++- - - - - - - - - - - < < a2 9 + 0. 0. 0 0 .00- �18• 0. •p I + / + \ + \ I + \ \ \ {{ _ _ _ _ p• 0.1 0.1 0.1 + + + / \1 \ \ \ \ 0.0 0.0 0.0 0.0 0.0 0.0 0 ' \ _ 2x 1 �+ * + 0.0 0.01 0.0 0.0 0.0 0. + \ * \ +\ \ +- +1-- + / + \ 1.3 0.9 0.6 0. 0�1. + 0, �+ + I 1 \ \ \\ 0.0 -0-. 0--a - +- - -°-0_ -0.0- - I-\' 0.1 \ 1 \ \ \ 0.0 0.0 0.0 +0.4 ++-#-f+ _ e </ 2 1 2.7 3. + + *� + + +`® + / 0 .0 0. \ 0. J :O 0.0 0�0 IO.OI Ol0 0.0 + \\ \ 0- + + + 1+• + 1.7 < �. a \ 2.3 2 1.9• .6 + + / \ 0.0 0.0 + \ + + + + + << �^ 1.3 0.9 0.6 0.3 0.2 + + ++' \ \_ \0•b \0.0 0.0'-0:Q_0. 0.0 + * + + \ °a 0.1 0.1 0.1 0.,1- 0.1 0.1 0.0 0.0 + * // I _ _ \ \\ _ 0.0 0.0 0.0 0.0 0. ++ ++ + ++ , < ° 1 • 8 0 3 . ° 3. 7 a 3. 0 + + 5$ 0 . 0 0 . 0 0 0. 0 0. 0 0 . + * + \ \ \ - 0. 1.1 \ 3 ,.2.3 2.4 2.3 + + + - - - - --6 / 0.0 0.0 0.0 -0. + + �. + - - - - - - - - - - + + + 2a \ Mx: 25 2.1 1.7 1.3 0.9 - 6.3 - -+0.� * - - + + I I / �. O.b \0.0 G. - 0.0 0. 0.0 + + + +++++ +�++ - 02- 0.1 0.1 \ \ \ \ _ o.o o.o 0.0 0.0 0. # + +t + + - - 8 3.5 2.3 + +.� �0.0 D`0 0.0 0.0 0.0 + \+ \ + + + \ 0.1 0.1 0.1 0.1 0.1 0.0 + \ + 0.5 0.8 1.6 3.0 + + + 0.0 0.0 0 I .0 0. + I + + ` + °f4 + 1+3 + z 3: PROPOSED BUILDING / n •6 .1 z.2 z.o + + + + + I .6 0 8 .5 .3 0.2 0.1 0.1 0. + + - ' / I ` O.b\ \0.0 \ 0.0� .0 0.0 0.0 0.0 -+°- - -+- - - - - -. f�+4++ ++++ 13 l 0.2 I0.3 0.7 l.i 1. + + \ 1/ 0 1 0.1 .1 1 I \\ 0 0.0 0.0 0. + 4 + + 2 3. x: 15 / 1. 1.5 2.5 2.2 • + + - - 0.0 0.0 /0.0 0. I 0.0 0.0 0.0 0.0 \+ \ + + \ +7.�3� 1.9 2.7 + c QI 0.0 + \ =�URF1 2 0 8 .5 + + + / 'F _ \0.0 \ 0.0. 0.0 0. + * + 2 0. p. \ \o.o 0.0 0. �5.4+ +1. + '� *�- _ - 0.3 \ 0.3 +.s 0.7 0.9 + �+ ----3. - 1 ° ° .1 I �. / + OI 0. D\ 0.0 \ + ` \ _ - 2 1.6 6 3. + I + 0.0 \ 0. 0.0 0. + + + + + \ �� \ L 2.f .9 ,..1 3',, 0 9 +.6 .9 0.3 0.3 0:2 + + + + 3 I, / \ 2 0 0.0 \0.0 \ 0.0\ 0.0 0 0 D` 0.0 0.0 0.0 0.0 0.( +'+ + + + +\ + • �S�f2 - 4• 0.2 0.1 .1 0.1 0. + +-� + / \ y V A A +�. 9 + + +F >, / I 0 .3 0.3 0. 4 5 + 2 . 0 4. 0 + + + . 0 + 0 • 01. 1 0 .1 0 . 0�. 0 I 0. 0 + + + + +1• 2.. / 0.8 2 �3.4 2.8 1.0 7 0.� * II'. + + I + \ 0.0 0 0�0.0 0.0 O�d +\ + + + + + + - + 1 1 + N 0 3 i 0.0 ...549 _ I ` 4 0.4 \ 0. .0� 0.0 0.0 +� + + 0. 4 0. 4 + + f \ 0.3 0 . 0.2 0.2 + 0 .2 0 . + + ` _ \ \ \ 0. a` _ 0. 0 0. 0 0.0 +- -+,++ + ++ ° _ 0.4 0.5 0.5 + + 2 0• 0 1 0.1 / 0. + + ` +1, 1;. v 1.9 3. B ' 9.1 + ` + + -SAN- - I�i� I 0.0 0.0 + \ + + + + + + - - - 11 3 . 2_9 �- f. 0. 8 0. + * i +-- .+ + �SA/4- - - - -SAN - T _ 0. 0 0. 0 0. 0 . 0 0 . 0 0 .b . 0 0. 0 + + 0 8 _ ` - I 0- P.O -- _ I O T '0. 0.5 0.5- -0 : 4 0 .3 0 .3 0 .3 0 .3 0. 3 0.2 0.2 I' + 1 \ \ \ \ + + + + - 0 5 + + SA + - L� _ _ 0. 0 0.0 .0 0.0 0+ + 1+ + + + - -- _. - ---- -548-- 0- V.6 0.6 0.8 _+T.4--2.5 ,\ + 1 0. 0. '+0.1 0.0 0 + 0 O 4+ + 1+ ,5 - - - - _ _ _yy W _-. 3.2 2.8 2. .6 1.2 0.9 O. + I * I + + I \ .0 0.0 0.0 0.0 0.0 0.0 0.0 + + _ +- + + + - - - _ _ O.H 0 0.8 0.7 0 6 0 5 + 0 I .0 O:fl� 0.0 0.0 0.0 I + +` t _ � � 0:7 7 0.5 .4 0.4_ -+_ * + \ 0+4 + 1+1 + a - 0.7 1 1W 1 77 2- + 1. Q _ - 4 0.4 0. 0.2 I10.} 0.1 0.0 0 b * + + - -+0.0 -- I 7 0 .8 0 _W ;i 2 / 0. 0 0. 0 0 0 0.\ 0. 0 + +_ I \ \0 0.0 0.0 +++++ 3 - •B < 111.0 1.0 1. -', 2 _. .1 _ + 1.0 0. 0.7 + _ + I \ 0.0 0.0 0 0 -0.0 -- - - _ \ I o _.3 + + 1 7 - 0.7. 6. 6 0. 6 0. 6 0.6 0. 0 I + \ \ \ . 0.-4- - - -~ -- _ _ 0.9 f0.9 0.9 / + 1.5� • 7 �j r 3 r 11 • i - a, 0 3- 0 1 \ 0.1 0.0 0.0 + + \+ - _ + �1 2.8 _ - - - 546- - - - - - - \ l < .6 2.4 .1 1 1.4 1 2 1 2 I 1 -549 - _ 1 < 1 \ 0.0 0.0 `0.0 0.0 + + +� -- 1 .4 - _ J 1.8 + + 0.0 0?0 0.0 0.0 0.0 + + --+ + - - _ + + _ / _ - -- -- _ •I 1.3 1. 1.0 0.8 0.8 0. + * + ✓ 1 ` \ \ 0.0 0.0 0.0 0.0 1 .1 + + - , -- -- 8 0. 7 + 1 .2 1.2 _ _ 1 .6 •q 9 - - °� 0. < I/O 0.1 ,p _ _ .0 \ 1. 2.4 3 - - - - + 2 2.9 q 1 1 7 1 + _ 0.0 i'S - 54 _ - + + - 1. 4 a + J ---. 1. 1.1 - S�F8.6 _ 1 4 1�2 1-1- - - + , r I \ - - 0 . 0 0. 0-_ 0. 0 0. 0 0. 0 +0'. Q 0. 0 + + x: - - - - 4 - _ 6 1. 1 6 1.3 + - -- -- -- ------ - __ -- - tiD.... _1.0 1.0 +.9 0' 0.4 1 + 1 \ + + + \ _ \ 1. 2 2 23..9 - + - 1. \ 1. 2 .3 2. 4 . 3 • 2 S 1. 9 1. 7 --- 1 -+ 5� I + + 11 t \ 0. 1 0. 1 0. 0 0. + *� + +\ -- --- - - g- _ I 0 a •p + + - - - - - - + � J- 9 1 . 6 +1 14 1 .3 * + �\ . I + / \ \ '0.0 0. 0 0 0 0 \ 0 0 0 .0 -----+----- 1_3-JL 11 p 7 0.4 + + .4 1. J 2 • 2. _ _ - _ _ _ _ _ 2 - 2.>Q \ 2 .2 2 . + I + I + \\� / - _ _ 0 0. 0 0 . 0 0 . 0 0 . 0 0 .b 0 . 0 + * + + 2. 2. 2.� 2.1 2.1 2.0 1.7 + + + \\\ / - - - - - \ 0.� �0. 0.0 0.0 0.Q 0.0 \ 0.0 1.7 fi -+� \ 54,- I 1.6 1.4 1.1 0 �\ o. / + * + + _ - 9.9 1. 1,.6 - - _ - - - 542- _ 2 �8.4 2 �5\ 2.9 3.0 2.9 2.8' 2. I_ Z� -546 - + _ - + - - - - - - - - \�\ 4� ° • \ 0.1 0.0 0.0 0.0 0.0 0.0 0.�0 0.0 \ 0�0 + * + \ - 1.9 < < 2.4 2.6 3 - - - - 0.0 _ + + / 2.� 2.5 2 2 + 1 + 0.0 0.0 0. .1 - 5.2 < + + I. ` .3 2.3 2.1 �.. \+ + 0 \ -549 - < 4.3 2. \ 2.1 + 3 - / \ .1 0.� 0.0 * 0 + -- _ _ RF \ 2.9 2.6 .4 4.2 / �.5 + r qI + \ 0.0 0.0 0.0 + + 0. • \ + + -I 2. 7 2. 7 I \\ _ • 0\ 0. 0 ro 0. 0 0. 0 �0 + \ -_ ---- 2.1 3A 6.8 9. +v 3.8 6.9 --z 1 3.3 2.7 1.9.. 1. *VA 0.0 _ 0.0 -+ i 3.2� "0 �0.0 ---,-i o / / + 8. _ 3 •6 M9:A 25 i .6 4 10.9 0\ + + * + - - 1�.4 1. .9 2.0 / / _ _ 2� 2 + In - - + I \ 2 �0.1 0.1 0. 0.0 0 0 0 *0 ` - -- p -- - yI v4 >•3 4 3. + _ - / \\ _ _ _ _ - .0 ` 0.0 p.0 0.0 0 p� + ------ --- 1 . 9 2: 9 + +: �-+ I \ + 7 • 7 9 6.2 3 . 5 + + \ �' - - ( 0- - �. 0- - 1 / / ----- ----- - • 2 .2 / -4: 8 e . 7q 2 5 + + +` _ _ - 2.0 1.5 0.9/ 0.5 + 2 + + + p _ - - - \ \ \ I I ,y 0 .o 4 .1 1 .7 / / - _ < I ` 2.1 2.0 2.2, � ,2.4 3.5 !+ .. t ----- -- - 1 •P 0.1 0.0 0.0 0.0 0. + * + + _ _ a _ 6. -7.7 +7 _+ + + V QI 0 0.0 A 0.p �-p A i _ \ \ .1 4.9 3.1 1+.9I 2.9 1 3.0 + * 7. + a + \� \ \ 1 0.0 +�.0 0.0 -0.0 + +- I 1 /y3 / v 3.7 2 2.8I 5 6.8 3. + + + + v A I v 1. 9 41.3 I / 1 / `'- 11 _ \,_ -- 7 z _+. 2 1.9 1. I 2.0' +` }... 8 • .1 1.5 0.9 0.5 q\\ 0�1 0.1 0.0 0.0 0.0 0.0 0.0 + �� _ I I ,5 1 • .9 11II I I H3 151 l I / / Ih� I A + + + - I v ` S4.S 2.7� 2.7 2. 3.4� 4. 4. +� 7 + \VA �j [ +[ V A \ \ \ V III I 1 �_ - 1.5 1.9 +� 1 1.8 2.1 + v. `� ` --4 , .8 T.9 .4 0.9 0.4 \ + + + / + / 3 j. 1 V I 1 \ V v I -- ` 1 + 9 + + rw - - ` 0 . �o . 1 O . pi 0 . + + + / 1 I 8 \ 1.8 1. + + 0.0 2-\• 2 .4 2 .3 2,. 3 2 + Z + + + ) / / 0. 0 0. 0 0. 0 + + + + = - [ \ I\ \v v��' -- - +_ a 6� 2• 2.9 5 2.6 2.5 z.5 * '-I j// 0.0 0.� \0 0.0 \ \ i 4 j 2. 5 2 . + 0 �--9 -0 Vt- + -�-+ -+ +' + ` �� I �,2 �•7 0.9 +s� 0.2 VA0 + + /%/ VG �W� V U. 1.\ +•6 \ \\\ - �\`�`_ \' /< v .5 .6 �5 .6, .6 1.7 I1.9 \\1.8 *.7 1:8� 2.1��+ + + UGT -- \\-_-0.0 O.O��p QP,rJ�0.0 0.0 + + I + 2 1 - I 2.0 2 _ 2.1 2.1 + + + - -\ _ , / i/ \� 0.0 0.0 0.0 0.0 + 0 + 1T / A D ` 2.1 1.8 1.7 1) • VA �W 0.0 .01 0.0 _ _ F 1. 1 1. + + 1 4 + - �� 1 3 0. 8 p-. 5\ 1 v`- + / / + 1 .8 0.9 7 - - -- .9 1.4 1• ,+ + , •\ A G 0.0 0. + / 0.0 0.0 0.0 - + - - _ 4 �• 1. 1 1.4 1.5\. __1.7I _ / \L("$ / �i .0 0.0 0.0 0 i + + 0.0� 0:0� 0.0� 0_0 0.0 _'+ ,+ + 1 1.8 1.8 6 q� �* / / \ \ - 0.0 0.0 ' + .8 .8 * + \ _ .+ TUR_ 1. + + �✓ + \\ / 1.8 1. Gt t I \\ W / / \ 0.0 0.0 0.0 0.0 + * + +-0_ uro - - - - - ' ° + 1 .2 + + + - --UGT -` -� _ UGT + • 0 U. G 0 .2 0. 1\-\��0. 1 0. Oi / 0. 0 + + �� - UGT -UGT - .0 + Fo o \ `_ ,. I 1.2 1.1 1.0 - 1 - +- +` I / _� _ _ •0 °• 0 / - - - - - - - - -0.0 0.0 0.0 + + .,- !cr - +.. uc UGT 1.2 _ 1.6 + + 0• 3/ 1 '�8 0 * /+ + \�+ / / /- /_ - - •0 < 0.0 p 9 - -1 1. 4 1. + " - _ - / /1/�GT0 • p 0 + _ _ 0.0 a 1• 3 1.1 + y- - - W \ 0.0 0.0 0.3r 0.3 G-*7- + + + 6 "' p 1.0 + + - -,fix /G �'0�4 0.2 0. \\\\ R.0 + *` �_+ + • - 5, q .2 p + + + - 0 . 9 . 8 0 . 8 + • +-,� i _ / 1 1 ° 0. 0- _ 0 . 0 + ' Q - +- + < s 9 0 �0.0 0.0 0.0 0-e G ao- _ _ �- - �- / 1 o.o_ 0 0' 0 0.0 -e.a -0- 0:0 * - i+ I + < SAN _ - _ _ SAN G - - - - SAN- - - O 0.0 G 0. 0.4 Q.5 0.5 0.5 +oo,,� + + + 1= _ - .8 0.8 i0.'� 0.7 0.5 + 3 + J I+ - - - - - - - - - - - - - - - - - - - - - 0.0 p I 0. + + + -SAN- ,G- - + + + / W 0. 0.1 .p 0+.0 +-_'+---+ -_ - 0.0 .1I 0.1 0.0 + - SAM z 5:-� p- * / 9 0.0 0.0 + - - _ / 0. 0 + - 0.� - p 9 , 0 . 0 0 . * * + - -O + - 0.0 0.0 0.0 0�-0' 0.0 0.0 -0 + + + + -SAn�- -SAN \ -_ � 7// .T 0.9 l.0 \ - - + * W/ + / \ I I - _ 0 _ 0.� _ - _0 _ _0`0- -0.0- -+ 0- - 0.o- + + �_ - - by �l� 0--0--0- - + + + A \ - SAN- _ -- 8\ 0 . 0. 6 0. 6 + + yI / 1 - 0. 0 < - - --3 _ _ _ 3- �1!3- 8T3 _� 2. 9- + + + +� + S \ \ 0. 6 0. 5 0. 4 10! 3 / 0. 1 -4 + - -+ + < _ + _ _ _ \ ° ° �C83/TOOSIO - - - - - -+ - - - - - - - D 1 8vvE R R E� w �s �� ayy-e /� s-o wpm : W� , 0:0 0'0 -0.0 0.0 0.0 0.0 e v o.o - \\ .0 0.0 + + - - - / 0.7 \ 0.7 0.6 b.s 0.5 + + /Gt I _ °' 1 \ 0 0 0 0. CO I +. / +- _ -UGT + + + /T'` - A 4 0. 43 0 .2 +0. I + I I+ + - / - _ - - 0 . 0 0 .9- -+- - 0 -`0 -+ -=iTGT v 3 0. 4 0 . 0. 4 0.3 0 . / / 0 . + * + + % A I I . 0 0. 0 0 . 0. 0 0 + 0.0 0 . + * + + 0.3 I 1 1 �• 0/.0 -&.0 -\- 0.1 + -+ - - -+ UGT+- < - - - - _ 0.4 0. \ + °S�ALLfl1�20'0.0 0.0 0.0 0. - 0.1 0.1 0.1 -0-2- 0.2P / �3-�W 3 0 3 0.2 I0.2 0• + I I+r + 0 A : 0 / 0 0 + + _ . - - - - - - _ _ -\ -y -o, - _ �_ �0 - =fY.- -- - /Gi / - HG2=l _ 0 ��I I 0. 0 I 0 . 0 . U /0. 0 0� 0 0. 0 0. 0 0 • + �p - \ / /. / / :< O-. D- 0-: 0- 0-. 0-= -0 _0 -0 .-0 0..-0 - 0_1_ 0 � � _ + - _ - - - - - -�-/-_ - U F _�_ -0. T 0. 3�0.2 0.2 - - - �+ + + / I I I / / / 0 0 . 0 P. 0 0 . 0 V., O 0. 0 0�,0 0. 0 0 . \ - / /. / - _ - - �1-\ --0_.1_ 0.?.� 0:` 0.-* * + - O.z 0.2'- 0. + • +/ �' + + + � - [ + - / /_/ - - - \_\ Dtn � - -. _ 1 _ -0.1 0.3- 1 - 0.1 0 . + + - - - _ _ _ 0 . I I 0. 0 + + 0 + .0 \ i0.01 ld.Q +fU 0.0< 0.0 -0;0'--+ + -- - +- -- - \\. \-ci. _ - ____-- 2---- 0.2 0.2 0.1 // 0.2 \ + 2 0.2 + \�+ �` \\ \0.2, X-� 0•� I0.0 �0.0 0.0 0.0 + + + 0.0 + I I -o-.o- _ o-. o- ` + - \-« - - - _ _ - _-1 / / o . i\ o . 0. 2 0. z o . z p- + \2 + + + - - _ /I I 1 0 . 0 0 . 0 0 . 0 0 . 0 0. 0 0. 0 0. 0 + ------ 0-. °__4:&-5.8 \.0_I- ' + + \ _ -----_ �/ - - \2 0. s 0.2 1.2 0.1 0. + + +_ - �-� I I 0.0 0.0 0.( T - Q'. r 0 1\ - n - ± _ + _ _ _ _ - - _ - -9 7. ' -O _ 1 n 1 .l + _ + i l l l � 1 I W. C III Wo. 1 06/10/21 1 M E O � O N Vi N C > E w ° E LL 3 o w o w 0 m Ly = M Q< J V m J -u M O U W oN N M 3: 0 X � j < 0 Q v N = > N F c O � N 00 � M � H z O a K V LU w 0 z O to W tY ti F DATE 112112020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' c 0 W 3 N O tl I� J a C m `o 0 ZN J Q N n Q J oC ' a- L WZ r > 0 a c OUF- W J C 3 U Q G 5 a �m�° o X O I"I Q Z 0 _ 00 o� c LL m w E o C c N m � O a � m O 3 D rn Z„ O � a Fy 0 �§ n Y J N X C 0.0 m h m C U c Eo 0 m 06 �a 10 a JOB NO. 0 o m 44493 N C V SHEET NO. a o L3.0 = E