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HomeMy WebLinkAboutSDP202100005 Plan - Approved 2021-03-08STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045B1 -05-OA-01 100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.574 AC ACRES ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS PROFFER SIGNED 1/812020; ZMA 2019-00011 APPROVED 2/5/2020 MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: HURT& PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 JOE F. SCHUPPE, L.S. (434)847-7796 JSCHUPPE@HANDP.COM APRIL 4, 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED BETWEEN ROUTE 29 AND THE SUBJECT PROPERTY, APPROXIMATELY 125 FEET FROM THE PROPOSED BUILDING. WATERSHED: SOUTH FORK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED FRONT MIN: 10' MAX: NONE (PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY) SIDE NONE (PER BUILDING CODE) REAR PARKING:20' BUILDING: 50' MAX: NONE USE PRESENT: ABANDONED PARKING LOT PROPOSED: t1.138 SF STARBUCKS WITH DRIVE THRU MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 18' PARKING TOTAL REQUIRED PARKING: 15 SPACES MIN. (1) ADA VAN SPACE GROSS FLOOR AREA (GFA) = 1,138 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,138 SF X 13 SPACE 11,000 SF = 15 SPACES TOTAL PROPOSED PARKING: 12 SPACES [2 ADA COMPLIANT, 1 OF WHICH IS VAN ACCESSIBLE] 'PARKING WAIVER REQUEST' IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.419 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.428 ACRES VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION Trio Generation for5tarbucks- 22315eminole Lane INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Coffee/Donut Shop with Drive -Through Window 937 1,138 SF (GFA) 934 55 56 ill 22 21 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES: RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,138 SF/100 SF = 569 GPD AVERAGE HOUR: 569 124 = 24 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 24 X 3 = 72 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 72 X 2 = 144 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,138 SF/100 SF = 569 GPD TOTAL GPD = 569 GPD NOTE: SINCE LOCAL FLOW RATES ARE BASED ON SEATING, THE FLOW RATES USED ABOVE ARE BASED ON RATES LISTED IN 15A.NCAC.02T.0114 WASTEWATER DESIGN FLOW RATES. L 0 C H R I D G E 41LLS 1/19/2021 I• DoubleTree by Hilton Q Hotel Charlottesville Sam's Club Q Poio Grounds Rd ©UVA Primary Monticello United Care Riverside 0 Soccer Club QUmansky Honda RirB Walmart Supercenter Q Q SITE jheR/ ssa LOCATION V; k i Jim Price Chevrolet CARRSBROOK Charlottesville Bowlero Charlottesville Albemarle SPCA Q ao 8 .r+ WOODBROOK N s CROSSINGS CONDOS /{ i; ©Skrimp Shack orderpoorDBsh groat"- 4. Q oogle s ° ep VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: COMMERCIAL RENTALS LLC 1024 CARRINGTON PL, STE 100 CHARLOTTESVILLE, VA 22901 CONTACT: DHANVANT GORADIA TELEPHONE: (434) 989-8667 EMAIL: DHANVANT.GORADIA@GDE-INC.NET ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM STIL Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C6.1 INLET DRAINAGE AREA PLAN C7.0 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS TOTAL = 17 SHEETS SIGNATURE PANEL: APPROVAL DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD APPROVED by the Albemarle County Community Development Department Date March 8, 2021 File # SDP202100005 Application Type Initial Site Plan Lead Reviewer: Cameron Langille DATE 0 1 � U CRAIG W J. KOTARSKI > Lic. No. 0402048507 [Lpn, 1/19/21 A vi O x (D Z) 0 x p w Lu x u ¢ z 0 rn 0 w H 0 DATE 1/19/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 5 z a Q N = C g 8 0 a LU > V / r � Z � F c p U LLI > 0 .o rq fV w Q 0 0 .2� = 3 = [V w m o � Q v U) w a > E F U 0. 'o z M W Z 0 oC JOB NO. 47165 SHEET NO. CO.O I� LEGEND ROADS SEWER mSTORM EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® I�J DROP INLET & STRUCTURE NO. WATER CURB w EXISTING WATER LINE 0 CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB . . CLEARING LIMITS BC = BACK OF CURB - 200 - - - EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 - PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION 1D PARKING COUNT JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-T 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, 2009 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 BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. r� A1.TH OFF G U CRAIG W. J. KOTARSKI > Lie. No. 0402048507 e,n 1/19121 vi O x 0 x 0 w w x V a z 0 Ln ac Z) 0 r r•� f H z O a cc u rn w 0 z O V) w w a 0 DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 5 z > N C J 8 N W J y 8 O z`o r w N a Q w > vJ'^ J c L V�� / Z L c OU r LLI Q o 6 M J co 3 `� N w w m L o Q O (� Z n '6 V / g Q 8 o a I ^ N V 1 JOB NO. 47165 SHEET NO. C1.0 CC-12 I •5 DOWELS, 8" LONG AT 12tl 5'I I I RAMP e E TABLE) A BACK OF eon PERMISSIBLE CONSTRUCTION JOINT B 12:1 MAX � I SEE TABLE) DOMES 1 OF 5 FOR DETAILS I t� WITHOUT BUFFER STRIP PERMISSIBLE CONSTRUCTION JOINT A 3 N O 0 p U Ti- SECTION B-B ! n (l CROSSWALK NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ISLOPE. S LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 B 2 5 0 15 6 14 15 s N R CROSSWALK CROSSWALK uurce— enr4c ec "rcuviuel "T"" TICLIAR CRI J, M S THE MARK, CROSSWALK AREA CURB 5-SIDE ER STRV 5' SIDEWALK DIAGONAL PLACEMENT 48:1 MAX. LM[ MMC 48.1 MAM, SLOPE CURB non WITH BUFFER STRIP WITHOUT BUFFER STRIFV CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) t. THE DETECTABLE WARNING SMALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 481 MAx WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8 4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETDE COVERH.t 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED JBY Z12 THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:7 MAx AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITYCROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 111AX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS _.12 12:1 MAX ;I PERPENDICULAR TO THE CURB. %$ g MIN 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4-MIN TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT % 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. . EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT * * , SPARE AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH, 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' M 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' M 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME �n e CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y THE BACK OF CURB. W O o O O O D 0 0 O 0 0 O - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + I.: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iV T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O O O O O 0 0 0 0 50/ 65X OF BASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P DIAMETER DETECTABLE WARNING d� AT BACK OF CURB -I L VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. A0.9"IA1IA4" T I _I (- PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 . 20305 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NON -SLIP BROOM FINISH VARIABLE WIDTH' �J MAX. CROSS SLOPE 2% I 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION rNo Scale R=Y4" 1 ' CONTROL JOINT SPACED I prAT WIDTH OF WALK (MAXIMUM) }; EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONIC. WALK ..' d. COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND / HANDICAP SIGN / LOCATION (VAN) FACE OF CURB 2% PAINTED f PER 4" VDOT SPEC. 4" 21-B STONE CONCRETE BUMPER BLOCK AS NOTED ON C4.0 FACE OF CURB 4" PAINTED STRIPE 9, I (TYPICAL) 9' 1 9' 1 1 1 1 1�= ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEM a SAWCUT THROUGH U EX. SURFACE X COURSE w & REMOVE PAVEMENT \ 2' MIN PROPOSED PAVEM MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE \ I 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 EXIST GRAD (NEENAHMETAL INSPECT/ON FRAME W/ SOL /D LID R-1975 OR EQUIVALENT) CONCRETE COLLAR RUSHED STONE BEDDING B" DI CLEANOUT OFLINE CLEANOUT DETAIL No Scale FLENGTH ANCHOR WITH 5/B' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. uSOLID WHITE LINE 24" l (TYP.) Fes— 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2' 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale CURB TRANSITION DETAIL No Scale SIGN STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS SIGN AND POST DETAIL No Scale ffpA=WM p��I� fLa0Q1►aJ PARING M&TY PBiALTY SM-ADORE SDO-WRE TOW AWAY ZOIE TOW AWAY ZOIE VAN 6' ABOVE Ao� E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale VDOT STANDARD CG-2 CURB No Scale 4" MIN. L VOID i A-3 CONCRE i E 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 2" R 4" CONIC URB ND GUTTER CLASS 3A, °U6- A"fuc--3,'00'0PSI)pC ONCRETE 4d d 7" d d d ° d d d a,d dd pd d 4 6" 2'-0- CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ q f i 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE mm6" TYPE 21A STONE COVER 1�_ �� jA\j COMPACTED SUBGRADE (CBR 11.2) DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION I No Scale �tp LTH OFF G 0 U CRAIG W. J. KOTARSKI > Lie. No. 0402048507 f�Pn. 1/ 19121 e M E 0 0 � u N of N C >E ti E w F-KWUi w3 G LL 0 3 p U.— w 0 0 U m a , z -1 — In .. O uj Z�Ya V =X CC w w pa =� IDS vN z U > m O F c ^ N .V) u w� LU w a� o w vi 0 (D 0 m 2 N p w W LUJ r Q z 0 In CC Z) 0 r DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A am W c 5 z Q N c J W 0 J y 8 O m z w H�^ N a G Q V/ c W' J L Q N c v , f0 Z � c 0 w o J U c 1-1 U C)0 MLu��xx (� J 06 3 r/ Nam N w w m L 0 Q r e ' O m 7 z V) c m E Y g 0 U O M N W Z 0 LL Q 8 o `0 v) � x w d 5 e d 0 0 n Lu JOB NO. 47165 w c SHEET NO. c C1.1 F rMN 01 S' MN ON nMAILI CAI I\I NON TRAFFIC INSTALLATION �...iUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CUSS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING a BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED L COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN GRANULAR MATERIAL MEETING THE REEQUIQUIREMENTSS OOFF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321, BEDDING L BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED A COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST 12m DRAIN BASIN: 2812AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME L GRATE TO MATCH BASIN 0 D. �OOOQQ MINIMUM PIPE BURIAL OO DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING KMSIT"KE OFF) RED. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VA EP-300 ACCORDING TO PANS WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) I (4) VARIOUS TYPES OF INLET a OUTLETADAPIERS AVAILABLE C - tY FOR CORRUGATED HOPE (ADS N12HANCOR DUAL WALL, ADSROWCOR SINGLE WALL), N-12 HP. PVC SEWER (EX SDR 35), PVC DWV (E%: SCH 40). PVC C900'C905. CORRUGATED E RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REOUIREMF14T5OFCS I, CLASS II. OR CLASS III MATERIAL AS DEFINE- IN ASUS TM 02321. BEDDING S BACKFILL FOR SURFACE DRAINAGE INLETS SMALL BE PLACED L COMPACTED UNIFORMLY IN ACCORDANCE WTH ASTM D2321. 1- GUTESSOLDCO/ERS BEDUCTILEIRONMRASIMA531GRADE7 ,, WITH THE EXCEPRONOTHE BRONZEGUTE. THS PRINT DISCLOSES SUBJECT MATTER IN WHICH GURNEY EIC 1-FRAMESSU3LBL WCILE IRON PEA ASMASW (TRADE fi.WG3 NYLORUNIT HAS PROPRIETARY RIGHTS THE RECEIPT 3-ORNNBASINTOME TOMMWUFAC-UREDACCD KTOPANDETALS. PK pO�E ON OF TH{5 pNM00EB NOTGONFER. DATE 0S RIMERS ME NEEDED FOR BASINS OVER W WE TO SHIPPING RESTRICRONS. TRMSFERPRUCENSETHEUMOFTHEDEWNOR SEE DR.NWNG NO.7W1-116W5 TECHNICAL INCYa1ATON SHOWN HERON REVMEO EY MIX 4- DPNUGECCNNECTIMSryBJONTTOHTNEWSHALCMFPHMTO REPROWPDH DF THa PRNi OR ANY INFOPNMTDX ASIM03x12FMR RUGA DH0PELA0SN-ITMPMWRWAWALI CONTANEDHEREIN, dRMANJFACNREPMNV DATE NI N-12HP.LP.LSEWER ARTICLE XEREFROM. FOR THE DISCLOSURE TO OTHERS 5-ADAPTERS GW BEMWNiEOON ANY AN0.E0-TO 350-. TOOEIERMIHE MNMIM IS FORBODEH'. EXCEPT BY SPEGRC WRIT -EN! ANGLEBETWTFN ADAPTERS SEEDUWING NO 70d-t10012 PERMISSION FROM NII.OPIASTDWG SEE A 18' MIN WIDTH GUIDELINE B' 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. a OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-11D111 FOR NON TRAFFIC INSTALLATION. (3) VAR EDEPTH ACCORDING TO PLANS (6' MIN.IN. BASED ON MANUFACTURING RED) 4-MIN GRATE OPTIONS LOAD RATNO PART DRAWING PEOESTfOW MEETS MIO Ix➢YCGP AIH.11020x TAMHD MEETS H 0 1 )Od-1HWG3 $CIA COVER MEETS HSO IxpCGC 7001'11G2N PELY:SIRAM BH01lff wA 1]➢MLfiB 7tl11-11G]O5 LOW WA 1xWCOD TWi-1101M tlROPNGR.ATE HGM d11Y tmld 70d-1100N SUFOHD.GA3N11 PAIN LPN /3MNM FU(TMIIG400 12 M DRAM BASIN QUICK SPEC NSTALLATI N DUT 1� bIHT tOI MIND. IN1-119116 REV E 1201 DI APPROX. DRAIN AREA = 39,75 SO IN APPROX. WEIGHT =I5 LBS NYLO LAaT i' s 7� C3 0 3 0 a � 1 F � Pr DUO RON 014.95 T I L E R I 125 011.64 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PAN7DBCL09ES SUBECT iMTTERNIIHX.N GURNEY ASIA MATERIAL 31NVERONAAW DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RICKS. THE RECEIPT EUPORD, GA NSII GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70ZM OI PO68ESlilON O THIS PRINTGOES NOT CONFER DATE S4 NG TRNBHEROiIICENSE THE USED TIE OSKN+OR 7�7 RN In01 Ox xW as FAx PAINT: CASTINGS ARE FURNISHED WITH A BLACK PANT TECNNVL INFORMATION SHORN HEREN REVWEON EEC PROECT IDJNAME �x m L\,ylO •J RBROOUPON O THIS PART MMY NFOIWATNN TITLE SIZE OF OPENING MEETS REQUIREMENTS OF AEERICAN DISABILITY CONTANEDHEREN.ORWWUFACRUREOM'Y MATE 411P ACT AS STATED IN FEDERAL REGISTER PART III. DEPARTMENT OF ARTICLE HEREFROM, FDA THE DISCLOSURE TO OTHERS 131NDROPN JUSTICE, 2% CFR PART 36. IS FOFRSE I. EXCEPT BV SPECIFIC WRITTEN PEPMI$$ICN FACIANYLORAST. ynya.ysr mm A SCALE 1.4 SHEET IOF1 DWGNO. 7001.110921 REV D 1299CGC APPROX. WEIGHT WITH FRAM = 39.90 LBS LFDREASYACCESS 356 r 1B1 H \\ 1156 + 13.38 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MSTTER N WHICH DUWNBY EDC MATERIAL NWWRPWAVE ACTUAL DIMENSIONS MAY VARY NYTOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT NIdID,WN31/ DIMENSIONS ARE N INCHES OR POSSESSION OF THIS PIBM DOES NOTCONFER. DATE 1301 DUCTILE RON V I PIN L7701Euxu3 GRATE MEETS H-20 LOAD RATING rRMBFER ON LICENSE THE USE PTHE OEMGN aR Ny ast FAXIPN InEm QUALITY: MATERIALS SHALL CONFORM TO ASTM ASM GRADE 70-5005 TECHNICAL INFORIMOPN SXO`hM NFAEN REVISEDBY SIC PROJECT NDIMAAE J� W..n31PPMnuF.wm REFROdICRON O THIS PRINT OR MY INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED VRTH A BLACK PANT COHTANm HEREIN. dRMMUFACTWEOMr DATE i1H0 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICEHEREFROµ FORTHEDGCLOSURETOOMERS ix INBIXD COVER A68EMNY 7001.110033 BFORBOpEN. EECEPT BY SPECIFIC WRTTEN PERMISSION FROM MOPU T nHmrs. DAK;RISE A SCALE 1:9 SHEET 10" DWG NO 7001.11IRM RD C HALF PLAN VIEW SEE STNNDARAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE' 1 FRAME L COVER THE TOP OF MASONRY IS TO BE LEFT L ADJUSTMENT LOW TO PERMR PROPER ADJUSTMENT E COVER M FRAMETO GRADE THE USE OF MORTAR TAR OR BRICKAS DIRECTED BY THE ENGINEER. �kT8T}< LS$ ST-1 • DIAMETER -4'-SV K2 N WALL TNCKWSS) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF SECTION A -A (MTN FRAME AND COVER REMOVED) BRICK CONCRETE 45• TABLE OF QUANTITIES DEPTH AN BRICK MANHOLE CONCRETE MA104OLE BRICK CONCRETE CONCRETE FEET THOUSANDS W. YARNS CU. YARDS ♦ 0.5 O.7BS 1.Q7 5 OJ 0.765 LEVY a 0.9 0.755 LY61 7 1.0 0.755 2.223 6 1.2 0.785 2.4a5 9 1.4 0.755 2.747 10 1.6 0.785 3.009 11 1.9 0.970 .45 12 2.2 0.970 . 7 13 2.5 .97 4. 14 2.8 0.97 4.541 u 3., 4. M 3.{ 17 1 ♦.0 INCREMENT 1 0.45 MH (UoLic. IGWIKOTARSKI5 No. 0402048507 B NOTES 1. OUANTfES BROWN ARE FOR MANHOLE WITHOUT PIPES. THE AHHOLNT DISPLACED BY PIPES MST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9' WAS USED N COMPUTING CONCRETE QUANTITIES. 3. NCREIENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICIK, COMPETE OR APPROVED CONCRETE MANGLE BLOCK. 5. P BLOCKS ARE USED THE MINIMUM THICKNESS OF SALE IS TO BE 5'. OTHER THOMSSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVEST IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED INTHE I D PRICE FOR THE STRUCTURE. SPEFERDOC N ""°'�"" MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD MQBRIDGESTANDINGS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 X 6.01 IS-1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PPE. a r- SLOPE TO DRAIN TO INVERT ECTION A -A OF OUTLET PPE IF TREATMENT IN DROP INLETS NOTESI SHAPING OF MANHOLE AD INLET INVERTS N ACCORDANCE WITH \ T16 DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED • \ SLOPE TO DRAIN RAPS WIERE ON OR INVERT OF PIPE S ABOVE INVERT OF TO INVERT OF STRUCTURE.t OUTLET PPE OR DROP INLET S TO BE AND CONSTRUCTED ET IS T INACCO N ACCORDANCE ARCM WITH STANDARD LE STORIED OR SPECIAL DRAWING. IS THE AVERT SHAPING DETAILED IN TO CONSIST OF A n V N CONFORMING TO CLAIMS Ol OR PORttAM CEMENT CONCRETE MIX COFO CLASS C CEP THAT 25X Of COHSE AGGREGATE MAY BE ' i UP TO 4� N DIAMETER AND CONSIST OF STOW, BROKEN BRICK, CONCRETE OR BROKEN BLOCK. THE SURFACE/'.: I BROKEN CONCRETE SMALL BE LEFT SMOOTH BY MEANS OF HIND TROWELLING. NOTE I I :: OF THE COARSE AGOWCATE SHALL REMAIN EXPOSED. DETAILS OF NVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET S TO BE SHAPED - INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AND CUTLET CONFIGURATION AN) FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDOT STANDARD METHOD OF SHAPING SPK� ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET, OF I REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 %NOB 1119121 A m E CO 0 � u N UI N E W E ma FLU RU.I v 3 Q LL o 3 0 W ` W 0 K IM L m Qa _j U Go J - Ml a > O N 0w N S Z i m 0 X n Of ce (IT LL O Q m v N = N N = U > GO ~ Q Vl C KT 0 N � M a � O W �F In CC 0 l7 0 F- H W Lu x V Q Z 0 Ur) > K 0 r•� z O f f Z 0 a_ V W Z _O V) > W DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z > Q N J y> O N W N 8 O z 0 " G cn 00 Q W' � V/ J � N ~ V / Z 1"6 OU Q (� L1J J C6 �x " N 12�3 Q N w ui m 2 Q O D Z'6 o > E g U O 0 DO M W z O 0 00.11, H DOB NO. H 47165 N N N C c SHEET N0. C1I.L//5 d y L H NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. PROFFER STATEMENT Revised January 3, 2020 ZMA No.2019-00011 Original Proffers _Yes Amendment Tax Map and Parcel Number(s): 045B1-05-OA-01 100 Owner(s) of Record: Commercial Rentals, LLC Date of Proffer Signature:-tirwL,'T�C,a2.02Z 0 0.702 acres to be rezoned from "Commercial Office (CO)" to "Highway Commercial (HC)" Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County records as Tax Map and Parcel Number 045B1-05-OA-01 100 (the "Property") which is the subject of rezoning application ZMA No. 045B 1-05-OA-01100. Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. Proffer I. Uses: The following uses will not be permitted on the Property: I. 24.2.1 (5) Churches,cemeteries; 2. 24.2.1 (6) Clubs, lodges; 3. 24.2.1 (13) Fire and rescue squad stations; 4. 24.2.1 (14) Funeral homes; 5. 24.2.1 (23) Manufactured home and trailer sales and service; 6. 24.2.1 (24) Modular building sales; 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; 8. 24.2.1 (41) and 22.2.1 (b)(4) Clubs, lodges; 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad stations, 10.24.2.1 (4 1 ) and 22.2.1 (b)(7) Funeral homes. Proffer 2. Sidewalk: A pedestrian walkway will be constructed from the building entrance area to the existing public sidewalk along Seminole Trail (Route 29), comprised of concrete sidewalk with a striped crosswalk provided where the walkway crosses the private asphalt entrance road into the Site. version: 12/10l12 PROFFERS No Scale Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed such that the wall facing Route 29 will serve as the primary building faqade, or the wall facing Route 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated plane. Proffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining wall construction will adhere to the requirements in Section 18-30.7.5.. The undersigned certifies that it is the only owner of the Property. These proffers shall run Leith the Property and shall be binding upon the Owner and Owner's successors in interest. OWNER Commercial tals,,L,L,C� By: Title: M CxaL Qe/v - Date: - Q _ $ 2 L 5' [12,7cn] 5' [I2.7cN *3 / I-IYi [31.8nn1 1,1= IY4' :3LBnn3 ) 1' 125.4nn1 TAPE f25.4nn7 TAPE 02 I I 323" CONCRETE FnnTINr. EMBED by v IELC i 1 - 5'x5'xY' [6mm] SQUARE STEEL POST s2 - TWO BANDS OF 1' WIDE ENG. GRADE SILVER/WHrrE REFLECTIVE TAPE P3 - WELDED STEEL REMOVABLE CAP W/ POWDER -COATED S-S FASTENERS [S9Jcn1 nPFN FND RAL7021 BLACK GREY, 10% SHEEN, EXT BCUARO XONIWININATED SQVME 14103 NON -ILLUMINATED BOLLARD BOLLARD DETAILS No Scale OPTKxaAL� I SEAM —fir DTE - WAYFINDING GRAPHIC ARROW - SINGLE (<eDRxxl BELT PATTEJU! \ 5' 08' CMP0.9, 3 [I2.7cN--J m / 9 5• 0 CIE7cn] ,4 nz.lcn uP.7ot7 U.5 22.5• 19' kn] LOUVERSEVERVERS n ALLLN ONLY h �t 41t 0011H LIENT 5. E3E7rn] A 37 [B5.S.7cn1 I I I HAROV:RED LP THRL BASE I ._ I FOUNDATION_/ CEEJd EN0 by OTHERS ILLUMINATED BOLLARD >.r MALnm, >a• O31EW P1 - S'XS'Sd6' [6mm] SQUARE STEEL POST i2 - 6' da.x is STEEL PLATE WELDED TO POST RATE SLOTTED SS• FOR BOLTS, (SURFACE MOUNT) SLOT" ALLOW 456eg ROTATION RATE DRILLED 4- [IOCn] FOR WIRING i3 - WELDED STEEL LOUVER B REFLECTOR ALLOW ONLY DOWNWARD LIGHT t4 - DABMAR DPR21 EXTERIOR FIXTURE LED PAR 20 LAMP, (9W ryp.) LIFT -OUT ASSY FOR NOOK-UP/LAMP CHANGE RAL7021 BLACK GREY, 10% SHEEN, EXT IWIO ILLIMIMT®SRIIYR1 .107 OPT AL 5-5It525mmI DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ARROW - DOUBLE ARROW - EXIT NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED WAYFINDING GRAPHIC DETAILS No Scale LIGHTFOPOLE -3S PPRROOOFHOSCB BBB AS RREEWEKI:RED 2 M TCPOF BYJUR4ICTXR ENCLOSURE WALL FASTENER h10p1m) INa,lml� LONTINUCUSCONCRETE FOOTING CENTERED ON WALL Version 12/IOil2 T___ _______ -------- _----- ___ )SEE STRUCTURAL)_____ ____ _T T E r eIrm I4BRNn) 1 BD SEEDEFNLfiTRE3(TYP.1 44 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM 5CWK" WALL CONTINUOUS CONCRETE FOOTNG CENTERED ONWALLBEE STRUCTURAL) v� a OPT AL 5-5It525mmI DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ARROW - DOUBLE ARROW - EXIT NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED WAYFINDING GRAPHIC DETAILS No Scale LIGHTFOPOLE -3S PPRROOOFHOSCB BBB AS RREEWEKI:RED 2 M TCPOF BYJUR4ICTXR ENCLOSURE WALL FASTENER h10p1m) INa,lml� LONTINUCUSCONCRETE FOOTING CENTERED ON WALL Version 12/IOil2 T___ _______ -------- _----- ___ )SEE STRUCTURAL)_____ ____ _T T E r eIrm I4BRNn) 1 BD SEEDEFNLfiTRE3(TYP.1 44 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM 5CWK" WALL CONTINUOUS CONCRETE FOOTNG CENTERED ONWALLBEE STRUCTURAL) v� a i — 6 I T__ __________________T rl B STL POST. I I , GrVESWNO MIN. tIs•. NAX 190' FASTEN TO FDOTHD I 1 I BELOW 1 II I �SCOINCRETE I 1' ' I 9lAB I i i I II =__ u� b I I I 1 I I 1 11 IWFIOORSLOPE 1 1 1 I \\\ 1 \ \\ I 1 L J , I I I I I I I I C.V ICLEARI 1 1 1 � ('li/iOPp j I I TRENCH DMN. I i PNDVIDE TRAFFIC RATED 1 I 1 J GALVAN2EDDRAWAS I I REOURED BY I I 1 JURISDCMN AT EACH I I WTED OPENMGITYP.) !—�+ I � E N b ` 5115pmml HIGH j I I WHEEL STOP I 1 I ON 35CE5 I I I II , I LJ 1 1 I � I I L______ TRASH ENCLOSURE DETAIL No Scale TRASH ENCLOSURE WITHOUT ROOF ��t,pLTH pF'G'�b U CRAIG W. J. KOTARSKT Lic. No. 0402048507 YV21 � e W 6T E i (~ U W 3 a W O 3 U. w O m Q_J U 000 a J — Mj M C_In O N Z W Y Z Fr Y O L^ a Y g U- V. Ln _ N 2 fJ �N � a rn N N v 00 LU CDW LD r Ui 0 0 0 0 LU - 0 w U Q z 0 fn CK D 0 r•� Z O i f DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z Q J LU J O z LI_ 0y'Y Lp.E— Z VJ J U Q U M J I- N < w N L w m a Y U U < D W cl� Y C n' U c H JOB NO. 47165 SHEET NO. C1.3 T CI s 0 I REBAR FND. ` S32026'27"W_X _ —X� _� WOODEN PRIVACY FENCE 171.64' REBAR FND - x x x x— — — — — 2 +� 2 a CLEARS PROPERTY L INE BY Off __ ---------,ss- \ \ `` �\ �i - _ - _ -_ - --------—------ -------a67--a- ____ -I -- - -_- _ I ` 0MPJD-T9D__WOP^EN-__ - �I�rl\ _Z---------- -------------- — — — �65—ass---------- ----- _ - I \- PRIVACY FENCE ` - _ _ - �\ \� ` � � ` � ` � � C� \ � -_- - - - - - - - - - - - - - - - - - - - - - - - - I\ENCROAClJESONTf7_---�_\ \�'�- `� _ -aQo _ — _ _-------------------- - ---- -ass - - - - - - - - - - --- - —465 ---___---.. 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PG615 IIII I T�1045�1-OS-OA-010ci\ D, BRIRANLLC \ W I I II l \ \ \ I / \ \ I \ I I DB 2732, PG 169 \ I I II W II\ I \ \\ I� I \ `\ I \ ` , I� TM045B1-05-0A-01300 I 11II ll � I DROP INLET TOP=421.62,A. INV. 1N=4171' \ I INV08'4'=417.0' /-_____ I I I III / \ \ \NE Oil \I COMPANYEASEMOENT& TELEGRAPH I� \ I ` \ LstNDSCAPEDAREAS I --------+-�I\\ --- =3'0' �FRONT S�-EI1TII\BC1A-�pCIYK --------- DROP INLET ---------r/ _I TOP=423.0' V III I_I iI , I~--- - ----_---- 30'\F \ RONT SETBAC-KINV IN=413.7' \ININIL FNDONLINE J ---------- 88' I--------------- - —��---- — ion_ ,ivn %----- ----- / \\ �`�� / � P s\ \ � \ \ fir\ � � 1• � � � I --�------------ --- 8" SS 8" SS 8" SS 8" SS e" SS \ \ 1 \\ AVFMFNT \ \ �� / \ i \-- --------------� ---' ----___ _----_-__ S�ITA�MF TOP _425.4' 18'ACCESS I INV. IN 417 ( i EASEMENT II 1 \ \ \ \ \ \ tI \ \ \ \ SIGN / I INV. OUT =41 \ \ ^� o \ \ I \ REBAR PUNCH HOL E IN ` ` SEM/HOLE LANE \ ASPHALT \\ N33°09'll"E \\ �— \\ \\ CT 142.44 \�� _ - d2EBARRESET POB \ \ \ \ \ E 31.52' — \ S37°56' 11"W \ ` —inp ——1`D%I— IDn- - - ion- -I - - - - lon - - - -- I t \ / I TEL inn / - --ion- - - / T I I UG JBOX II MARK tt BENCHMARK SET \ ion- - - \ - lon- - - - ` \ CHIS ED SQUARE IN TOP I \ 11 -inn- T I - - \1� �\, BACK CURB � � - � lnn- - ln/�- - - - - isn- - T \\ ` ELEVATfON=426.46' ` I �1 I T - -- ion - lon - lon ion `1 4`\\ \ \ \ TRAFFIC l 1 \ /l- - inn- - [Inn- - l- - - �- T T I � \ �\ i � inn— — - inn- �- - Ian 7-1nn_1nn� T - -ion— — - - `1� L = -- tnn-- — ` TO U.S. YROUTE 29 - -Inn--1 ' I \ SEMIN08E TRAIL al \\ VARIABLE AIDTH RIW STARM TRAFFIC \ ` \ \ \ I To INLET \\ \\ // I \ \ �` ❑ /1 TOk'\=428.4' \ \ I \ IINV IN \ a21lSr T 4 // �� \\ \ \ i�� 4 -.a c ----�---INVIM423.6254 ----A a-.----Q_-.- SCALE 1"=10' 0 10, 20' �tNLT1f OFF G U CRAIG W. J. KO'PARSKI > Lie. No. 0402048507 f�Pn. 1119121 ,� vi 0 x LLJ x p w V Q z 0 to ac 0 r•� f H z O cc U V vl w 0 z O In w w a p DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W 5 z N Q U C J g O z'^ o VJ z w N C G O a <1 co Lu >11 H H Mw J v 2 Ir 4 0 Nw z _j Q o " U) X6 w a w E F U 'o 0 V) z CID Z 0 �/ LL JOB NO. 47165 SHEET NO. C2.0 - - - 1 REBAR FND _ _ - _ S32° 26' 27"W X� �i. 171.64' x— — _x� W o W WOODEN PRIVACY FENCE REBAR FND. x�- —x x—x— ? 2 v CLEARS PROPERTY LINE BY Off _ ----- ------__--- --- ---- - - - - - -. \ O Q ___________________________________ — 'I-�_-_ -�_ _ ---- «------- ------ - - F -------------- __ DILAPJDATE�W009E�! __ _'��\` ��\ _- ---- _ _ -- ----- ___ __ - - - - - - PRIVACY FENCE `� - SC _ _ r- - - - - - _ - - - _ - - �NCROAGHES ONTO - Nq�- - - _ --- - - - - - _ — _ — — — i - -- I ----- 1 5 JECT_PROPERTY2.T - - _ _ _ --- ------ -- _ -- - i -------- --------------------- --------------MANAGEbSTEEPSLOPES--------------_------------------ -----------__ - - LL 465 _ - -------------------- ---------- -------------- _ i _ - - _ _ _ ------ -- ------- ----- - - _ ----- __ — _ ' ----------- — — — _ _--------- --------------_-------------- ----------------_--------1-- — — — _ _ _ - ----_--- 1 - ----- -- - - _ ---------- _ _ -460 1------- - x _ ----- - - - - - - - - _ --------------------- ----- -------_-- --------- - - - \�� I -------------- -- - - - - - - - - - - - - - - - --- -- _ _ �. B0. 0 a -_ --------_-� _____ 045 - 5 _ A-Di900_ -__ --__ - ------ -m- ---___ ---- _ -----\ ---- - -- - - - - - - - - _ - _----------------------- --- -- ------ - _ lowwwal _ _ ------- Z----_ - -455- _ __ _ -- ------- - - - - - - - - - - - - ----------------------- __--------------- --_------------ - - - - - - - - - - - - �v j - - --_-_-_ _---__�EMOVE_WALt _' _ Iw _---___ _ ---_ - _ — — -------___--- - ---_ ------------------ _ TIMBER WALL _ -------- - ---- - - - - 4 _ - I 45 -_ _ \ \ --------- i \ PREARSE.T$ACK.'.':• 1 ( \ . REMOVESHEQ:: ,.'-:;:•;.;;; \ : ' - • : - ' �s, : ' : ' 2%Z-STORYBRICKOFFICEBU/LD/NG I 'rA - �- - - WITH BASEMENT -- FRAti1E: I I 1, , �:SHEDS:1::�0:;;..;:":.:;: . ;_:.::.•:.:;:.:;•:.:;: ::';:. ::..: :;;-:-�(:.hR;I'CP.•;K:! •:• W•:'::IN''::D'':f:J:W:';-.k:`Y•�• :L_' '' .•: .; ': ; ' :• "' : : / #2231 RE- MOVE BUILDINGAND ASSOCIATED - II IdI1I - II1I1i I . LS 12'DRAINAGE*,EMENT APPURTANENCES DB 1159, PG 232 REM I -OVE PROPAN- E TANK'-,, FF=430.50' 43'FF=439. --- -2.4' - jI�III I .I I II II I ItII 1I11,II �i I , l ItIII IIIIII III I ,, _\III \ (I '•; .-�-� -: • R. eE'erM'•- O�VE�'U' RB;: • �`-��`'.�: •", �:\' .,�'�' .`::.•`�•�::\ ..``, •`\�:��:\.`•• : ; ' ' I- .-.17�, FF ''� • \- •-�� :� '•z-/.r': .'•' �: . j' ;am-�:' . c: i2EMOVE-SHE0 - . __ -- \ - - -, _ UNABLE TOLOCAEINVERT :BRICKPORCH —I ----- :HANDCAPP.ED 11 I II I I II II III � I� II I �I �IjI ~ rrIIl\- \I I l�,JII \I II mdII 1 II I I \jI I II I I III I I I I I REM- _O VE LIGHT :REMOVECURB:A W1L OHESS, LLC D SBA� DB 2095, PG 615 045 1-05-OA-01II rz REMOVE SHRUBS &'GUtTERREMOVE SIGN LIGHT BR/RAN LL_ C DB 2732, PG 16 _9 TM045E1-05-OA-013 00 W REMOVE: REMOVE 'SIDEWALK:ASPHALT DROP INLET TOP =421.6 I I INVIN =4171 /NVOffi`f=4170' 436, EMOVECURB: REMOVE I LANDSCAPED AREAS VIRGlNIA TELEPHONE& TELEGRAPLANDSCAPED H I COMPANY EASEMENT AREAS r 0FRONT•------------ ------- -- I( I DROP INLET /- TOP =423.0' INV. IN - 13.7' 3' FR -O -N- T- SE T ETB-AC-KINVOUT-4124' jI y-NAIL FND. ONLINE ----------------- - \ -------------- --- ---------- ----------------- --------------- —19-,ndp - \ I - / L • B ; . : � 'r: �:: T �REMQVE �CUp' B •: • / -"---�-------J_----- �i�� ,din - � - SS 8" SS 8" SS 8" SS 8" SS H" SS L ; ...... ----------- --- -- - - - __� LEGEND: REMOVE CONCRETE REMOVE ASPHALT PAVEMENT I MMI &IGIVAM1G7gq SAW CUT S f(IITA MH I LL : :: : ' . ; . ; . ; . : ; . - - . - . - . - • .,i - . - . �CYT yam\ i / i - ` REMOVE / \ ------ hJP=425.4' L :^:;:;.;. ;.':';: :18".ACCESS: :,:;:;:;:;:: :;.( / \ SIGN / \ ti n IDENTIFY AND REMOVE \ I iNV IN =417.9 L EASEM IVT : ' : ' . \ . ;�: ' ::. ; . ; : - / INV OUT =417T L ,: \ : ; acs:; : ; .: • ' • ' UTILITY. COORDINATE SIGN \ I \ i L ? ; : WITH ENGINEER AND 1 \ L _ I \ v �.��'-•�: :�,; _ _ '✓/: _ _ _ \ 'UTILITY OWNER. hL I —T PUNCH HOLE IN LLLL N '° —�• +77. �� ' ' . �. I I T LL ASPHALT -: I REBAR RESET \ POB I. 142.44' I. —� \ 3 \ PAVEMENT 1 �< \ S37011 "by j \\ REPLACEMENT / :`•`: _��-- I �\__�i \ \ `�` \ JOINT in1r- / 1-n inn- - - - inn -I- Inn- inn \ za ------a� II ZOPINLET-------- _ - Inn- - I -. TEL Inn-_ - - - iPn- - l I UG JBOX MARK �\ -- Inn - \ • --- - , BENCHMARK SET \ I. 11 or "ion- - - -Inn-- - - \- - inn - CHISELED SQUARE IN TOIL inn';- BACK CURB inn- - inp- -- - - Inn -- ELEVATJON=426.46' Q C,1 - - - inn - --inn - -\ - Inn - -Inn - - j Inn -- lam = inn- \ C TRAFFIC 1 _ 1 -inn- inn- - \ �\ _ Inn Inn- - -- - i _ /1- \ _ inn- inn - - - - - _ _ - - - - �, \ -inn-- _ -inn -ton— in , - - - -inn-T! A44STARM \ TRAFFIC ,y / \ SCALE 1"=10' \ \ \ ❑ 6JROP INLET ( ~ 1 o 0 20' \ ^ I'; TOP=428.4' Ao \ \\ i ------ -- —i INV.l�6�=425.5'---- ------ c -=----=--- -- ----- \ a o - l� INV. lN,-423 a. a - o ` a 7 r �iL�p 9 O U CRAIG W. J. KOTARSKI Lia No. 0402048507 1119121 e�� ^� E 0 N V > E W vE Q LL c 3 u. _ Wo arum d J —ui �goa, 0au V � 3 0 Cn-x J LL O Q C R =U>N F a 0ON E ON 00 �m a� (DLu I Lm z O a U Ui W t] z O Lnn w DATE 1/1912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' z 2 Qc J W g O z`o a N Z a Q W'a� c v , _ z Q N Lu _J Q J c N Lu O a L LJ o c m Y E g U d O DU) Mz W Z 0 JOB NO. 47165 SHEET NO. Ci2. 1 Ia N ' x---x--_x— XI—X X-X !i I DILAPIDATED_WOODEN- - - - - - - - - - PRIVACYFENCE ENCROACHES ONTO I SUBJECT PROPERTY 2.7' i I i I Li 12' DRAINAGEN EMENT DB 1159, PG 232 \\ I I 11 1 I I 2' CURB CUT I II II 1 ( i i i I i 0. I a ao I I I/ I � � R5 R8.82' 3 SS 8" SS 8" SS 8" SS 8" SS 8" SS SANITA�MH i TOP =425.4' INV. IN =4179' '- INV. OUT =417.7' u = c � \\AX 5 11 a� n nl I D ri p BENCHMARK SET CHISELED SQUARE IN TOP BACK CURB ELEVATION =426.46' RETAINING WALL (MAX HEIGHT = 6') WOODEN PRIVACY FENCE CLEARS PROPERTY LINE BY 0-3' \ - MANAGED STEEP SLOPES 20' LANDSCAPE BUFFER & 20' PARKING SETBACK ORDER POINT CANOPY WITH PRE -ORDER BOARD LEGEND: �a STANDARD DUTY CONCRETE -- -- - HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT LLLLLL LLLLLL L PAVEMENT REPLACEMENT LLLLLL 50' DRIVE-THRU SETBACK (ADJACENT TO RESIDENTIAL) DIGITAL ORDER SCREEN (DOS) / I ni I R25' � - \- - 6 I I��`� \ R25 I I 5' v ° 8� R20' ° p DUMPSTER R20 \ 1 2'CURB D5 ENCLOSURE TRANSITION ORDER BOARD (2) DESIGNATED MOBILE ORDER (SEE DETAIL) PICKUP SPACE SIGN ° CG-2 . BOLLARD : O. ; .[�^� - ; : �J : • . n CONIC 1AAiEE R5' : - RF .: SANITARY SEWER : ' : " : • ' : " : • : ' :. . . . . . JJ L i� CLEARANCE ° EARA CONNECTION 9' I I II BAR - -- I — 26.99' �g 1" TYPE K COPPER 12 I FACI100'LITY HOUR RESRTR RESTRICTION LI � LIGHT � ♦ .. ♦ • • I WATERLINE 45° I ASHPALT BEND HEAVY DUTY I v " LOADING SPACE CONCRETE IPROPOSED I I I I I DU STARBUCKS DIRECTIONAL ARROW A' HEAVY AS HA TTM j z t 1,138 SF I io (3) DESIGNATED 34.99' 5' CURBSIDE ORDER BOLLARD IGHT DU PARKING SIGN /\ I R5' S, I/\) N ° D p _ U 'IRGIN/A TELEPHONE & TELEGRAPH -OMPANY EASEMENT p ri 6�. ; : ; : 30' I I m 450 BEND I SWIM A- 72" CMP I STORAGE PIPE pz CG-16 I II ° I ° ° q I DIRECTIONAL I R10' CG-12 ADA SIGN SIGN 45° BEND R15' j I ------ �Nb CG-12 --------------- - I _ L "EXIT ONLY/THANK YOU" I ------ -- ------- -- --- DIRECTIONAL SIGN LL R39' ----- 10' BUILDING SETBACK L COORDINATE WATER 24'CONNECTION WITH ACSA CONNECT TO CROSSWALK 11. WM I � ' EXIST. 8" SAN. LINE CG-2 _ \- PAVEMENT -- -- ---" — REPLACEMENT ` CG-12on \ / — .Lon— — — tsn- °D 5'CONCRETE p SIDEWALK — — .<nn i C - — mn— II I ion - -lsn TRAFFIC 11 - ® ion —lsn ion— — - — —.ton— ion— — �e�f� Win— — - — —ion- i1 — ion— — Jo - ion lsn- sn- Isn-- — - — —.Lon— —I - — —.Lon-- - Isn --ion— CONNECT — _ \\ g ° CONNECT TO —isn— — EXISTING SIDEWALK MASTARM \ \ TRAFFIC Cl \ / I ii w•�Y� y O[F ` U CRAIG W. J. KOTAR.SKI Lie. No. 0402048507 f�Pn. 1119121 A m E 0 N'' N � C > E a E w Q IL c 3 celurm arum z d J —ui O WN ym �.ar 3 0 Ln V) o< wLL Lu a `r c =U>N O F rn In w a� 00 F Ln 0 0 _ 0 0 ce F- 0 w w _ = G u z O DATE n 111912021 0 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • • SCALE 1 "=10, a�wll; z Q J W 8 O z Z" o I --I Q c W> VJ m r W � o M� O 6 ------- — l ' / Lu a r/ N a 06 c N m 2 Q p16 r c Q` ' E _ Y J g IL Mm W Z L `o I d� E0O V 1 d N E 0 v JOB NO. x SCALE 1"=10' R 47165 g 0 10 20 C SHEET NO. 10 C4.0 L WOODEN PRIVACY FENCE x- x- -x---x CLEARS PROPER TYLINEBY0.3' -- - -- I -- - - - - - --- -------____-47p- -. I \ y -- - -- -- ---467 ___ _ _ _ _ \ DILfaPIDf±Tl<O,bY08DEAC _ __ 466 - -I-- __ - \ --- - - - -- ----- - - -ass - -- -)'-- -- - � _PRIVAZ'1'FENCE' _ _ \ � _ \ _ - _ - -- _____ __ ___ ___ -a64 _ _ \ _ _ \ \ ENCROACHES ONF0 _ , , ` , , � \' - _ � - - � � - - _ 462 - -463 - - - - _ _46 I \ _ _SU�J'6TP=0PEYTTa1.T_---,_` --____ ---- - - - - _-----46r---------- ----------- 5-�-_- _ - \ -,-------- ------ -----_ 7460- ---M:ANAGEDSTEEP SLOPES - _-_--------------457--4s8-___-'--- - - - - -- _-___'---- ------ _ ___-_ -455 4ss----------------------- _-------460- ^----- - - - -- - - - 452 -- QSa---_ _ O.7D1-ACRE _ - _ - - - - ----------- -_- -__ 450�51= _ __ 045BL-Q5=0A=0fF00.-------------------------- - - -----__--------___----____- \ - 449- - ^__448--------___- _ _------------ __--------- -__---455 _ -447- _ - - \ 44 446 - - - - - - - - - - - - - -_ - _ _ _ - _ - - _ _ _ _ - _ - _ - - 44 44q - - - - _ _ _ - - - - -- _ ?�3` _ ___ _ ___--- -------- _ p''4a1--,;-__--------_----- ---_- __ _ ---_ _--_ _-___----__ -450 j-439-\ _ _ __ __ ___ __ __`== __ 438--_ _ -\` - - _-- _ - _ _ - - - - - --------------- `Tw ^437- _ \ _ -436_ 7yy ---_Zyµ __________ _ `- - - - - - - - - - - - - - - - - 43681_ _ - - - = - - - -439.24 _ - - - _ _ _ _ - - - - 441.14_ _ _ _ 433 _ --- _ -- ____ - _ _=s - _ 441A3' -445- Ir' 431. ` 432 _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ __I- _ _ _ _ _ _ _ _ - - _ _ __ _ _ _ _ _ _ = 0\0i 7 1 \ \ - 5.83' A2BW W _ BIN BW I \ BW 429.96' 43 . \ �' 431-.W 33.24' 435.1 -\ 440 TW \ 431.41' TC n \ \ \ ? -C_ \ ---------� I ``4?9 \ 428.96' N \ \ wi N d 434.37 439.49' BW 1434.74' \� I I \ `vim, •vp \4 TC 433.39' TW r436 12'DRAINAGE SEMENT 1 4 433.8 437.96-1 DB 1159, PG 232 I 1T�c \\ \ _ _\ ` %. �:, ° a 2.561 428.72' 429.1 T TC 433 II 435.2s' \\ I III LP 115 - . o p ` \.a 32.30' 2 433 ' 1 427.83' - ° b ` . - TIC 430 I I I \ \\ 43 431.73' \ 42a 113 - - - I \ I \\ \ 1 I v I I I I TC 112 I. T 114 429 43 431 431.17' I \ p 42 .32' 428. C 54' 430.61" 4 0' D 28. ° a 428.36' p ° I b - ° TCTC II \ 1 I • I I \ \ - \ - p�42830' 431.00' _ 4 1.94' I \ \ I UNABLE TO LOCATE INVERT j N I I I 427.85' \ D TC 111 0 ° TC I 2' WIDE CURB Q I ° \ 118 432.77' I Tw I I \ a- f I CUT FOR I I I I 428.3T P FFE=426.35' I \\ 436.6 I II I STORMWATER ✓ I a OVER FLOW I N I I I FFE=4283q \ I \ \ 9�'• 4 2.47' 433.83' I I I I I ELEV: 427.85 LP I 2 \427.99' 109 II I I I 428.24' I \ I \ TC I \ \ I \ 428.36' II I I I I 108 \ \ W I I I \ 7.7 ' PROPOSED \ a I I I I I\ FFE=428.35' \ \ 1 \ N D I I I I STARBUCKS I \ I hIR I i t1,138SF I II \; II I I I I III FFE=428.35 DROP INLET I V I I .1 \ F, \ TC i\�I I y TOP=421.67. I I I I \I \� 428.31' d2>�4T 428.63' \ 430.09' l A I I INV. IN =4171' ° I I I I ° TC Bw ` INV 08'?'=4170' I i II I I I \�,,� \ \ ° D o � � ,..,°?7,es3• \ � � \ \\ ?' I i 433.42•TC I IrIIL"QI I It 427 52' p ° ` \ \ \ \ 430.49' i VIRGINIA TELEPHONE & TELEGRAPH 2a,6T t I 106 \ \ \ iI I COMPANY EASEMENT \\ I �p23 TC I y7� TC \ I \ 427. 428.42' 8.1 428.34' 428.50' \ TC \ I1TC I \ TC I \ \ 428.11' TC 430.99' ` \ 432119' I \ 425.90' � \ \ \ 429.62' DROP INLET �.'� . ' \ \° \ �. 1 5 D TOP=423.0' �� i P� / QItG3� �� o \ \ YT INV IN =413. T �0 i I TC 427.29' 427.31' TC ` 1 1 \ INV. OUT=412.4' i �� 15 - ` TC q \ 428.78' _ 103 ' \ I I \ 428.81' I 1 I 425.98' v \ Nyg\ \ \I - - - - - - - - - - - - - - - - - - - - -- -- 3 IDPE - _ - _-"- -------------------------- - - --------- ----------------------- a . SS / rC \ SWM A \ 426.79' - -- \ ----- TC \ - - 426.83' -------------- ------------------ -r- Tw g X-1 \ 42&63' 34 IF OF 72" CMP \\ ;�yy \ \ 430.20 ` - i - --- I 43a.7o' \ - - _ \ - - TC / STORAGE PIPE Q s� w \9 BW ----- -� _ 434.23- S ------ 426.34' / WITH WEIR PLATE s\ \ r'-9IiFM 8" SS 8" SS 8" SS 8" SS 8" S z S ITAWMH TC \ \ \ FNTCUT ds \ \ c 18' ACCESS g OP =4254' 425.91' (0 IN =41 INEASEMENT V. 79' INV. OUT =4177' TC 431.72' V. \ v \\ _ _ \ \ \ TC \ \ TC 427.29' 430 37 TC m 1JI o \ tJ 426.68' °gel.,°o' I '\ 431.19'427.20 L - -Ion - -- i I - - -- lOn-Ion- ion- on- -- \ i I - 1/ .' 427.7r 427.80' I I \ \ e a - - - ( / TEL Len\ \ I inn / - - snn- - - / / I UG JBOX MARK 5 \ \ \ \ -Ion- ion- lon - \ _ \ / - - -- - \ - - - e �\� \ BENCHMARK SET Ion- \ I f \ 1�I / 1 - lsn-- - - - l�n - - -- n CHIS4ED SQUARE 1N TOP l�n 1 I \ / I \- / v! \\ BACKgURB \ i - melon- - �1ej- - - -lon-- - - lsn--ELEVTON=426.46\ -- ` lsn \\/ is?7 i tan- 100- - /-1 - - ; - -tl/ o/ n- -TRAFFIC inn- l�n- _ --- - TI / inn - 7 -Inn-- - _ - - lion nn-- - - - -ion_ i 10 MATCH EXISTING \ �I 11 \� ELEVATIONS a STARM TRAFFIC \ I r \ lSOP INLET E5' =42 . \ - - I \ \ \ n 1 +� 4vs5' " lNV \l 6 425.5 _ _ _ _ \ \ \ _\ _ JP/NLET - / \ ---- +/-42786' ------ ----- ----- / i• \-- c--�--- -- -\ �2IT F ' INV. INS=423.6' n a 0 0 SCALE 1"=10' 0 10' 20' �i TH O� 7 r �iL�p 9 O U CRAIG W. J. KOTAR.SKI Lia No. 0402048507 1119121 z O �a u U 1n w a z O Ln w K C DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' LU I 15 z 2 Q W O Z z Q" a SH L Q W -6 0 c W'�� Z Z c 0 Q o c U w J � � 8 3 N Q N m06 (D Q Z ^ v , < n 0 c m Y O/ LLI_ E U U a O DU) MN W 0 s Q Vl JOB NO. 47165 SHEET NO. C5.0 x—x— x ---x— — —x x— I - _ _ _ _ _ _ - _ _468 _ -469 _ _ - _- -470- _ ----- - - _- - -- -�- - - - - - --- ---- ass— i-- - -- - ----- ------ ----------464-- _-_ _ - _ -_-----_-_--- _-_-_---- \ _ - - - - - - - - - - - - - - - - - - - - - - - - - =463- - - - - - - - - - _ _ - - - - ` - -462 - _ _ _ -465- _ - - - - - - - - - - - - - -461 - _ - - - - - - - - - - - _ - - - -_-- \ - i- - - - - - - - - - - - - - - - - - - - - - - - - - - 459- _ _ - - - - - - - - - - - i- - - _ - - - - - - - 458- - - - - - - - - - - - - - -- 1 457- - - - -_ - - - - - - - - - -- 1 ------ -___ -455 -456-------- --------------- - ----- --- _ _-� -__ -460- - - - - - - - - - - - - -_ - - - _ - - - - - - - - _ - - - - - - - - - - - - - - - - -- � - .452 _ 453 - 0.702�A�Rf - `- — 450�51= _ __ 045BL-Q5=0A_=04F00.------------------_'_ - - - ----_— — — _--------__-_-_---___-- _ _- 449- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -455- _ - - - _ - - - - - _ _ _ _ _ _ - - _ 44jr 446 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ - �__4�-_-_-__ — — _— — _ _-_----------- --_-_-__-_-_-_-_--- ---_ - —__— — — —_— _ _ _ _ _ _ -43s -440 \ _ ------------- ---- - - - __ -_-- ___-_- ----------- _--437-_438_-_ _ _ _ -_\`\ - - -- _ - - _ _ -_ _ _- - ---- - - ---- ------ - --- - - --_--- --_ _ -_ �435 436_____ __ -__------ - - - - -- _ - - - _ — -- - _ -445- ___ - _ _ - --------- --- ---- -- �■.�,.■���� ----__--- - - _ �_--- 1 t-437------ - - - -- --- � 42+ \��Lo..� o 0.038 0.77 N Lp 1.6 I I -\ \\ 1 I I I T43,9 - \ 433 � I N II \ \ A .• \ ` • I I \ \ \ 115 o .� 433 112 0.017 0.67 432 I v \\ \ I I II 0.016 0.59 \ I I \\ \ 1 I I I I 114 4 110 • 430 437 - - - - - - - - - - L �� 1 II , 114 • \\ I 0.005 0.9 UNABLE 'TLO- LOCATE INVERT �118 118 II I I I I Il I� 11 h 12 17 p\I i I l l l l l 1 I I \ I \ 110 109 \ I \ 108 I I I AA I I I \ 1 ■ I PROPOSED `\ al I I I. 0.22 0.76 I \ \ \ I � LEGEND O Id l I STARBUCKS I \ I N 2lli I 1,138 SF Q) ® 0.03 0.9 I \ I I AREA C II BLDG DROP INLET I Vi I I I 107 INLET TOP=421.67,'. I I I \� \ \ � w 1NV. IN =417.1' ° I I 1 I ° ° ■ \ \ \ \ 1 1NVOBmF=417.0' ■ ■ ■ ■ ■ ■ ■ ■ DRAINAGE DIVIDE i I i DROP INLET%.'� . \° \ \ A. 1 5 ° 4 \ o TOP =423.0' �� 2y� n \ . \ \ i I �I\ 1NV. 1N=413.T INV. OUT =412.4' 15 ! o 103 \ ----- - - I �_____________________________________________________________ _ �... 1 •$saa•e•e•ea ____________________________ -10 'u •♦ 1 / 0.040.83 1---- --- - - ♦♦♦•♦♦♦♦ '0II ♦ ♦ -------------- --\-- SS 8" SS 8' SS —s ss 0.102 0.74 I -'-------------- - - ----- - -- CNJ � � /` •122 \ � ♦ an ■■■■■■■ 1� �� ■■�� was L wommassmalb e _ - _ ion - ■ 77 ■ nn I ` \ \ t _ - - len- G . ■ Len �\\\ 7—s■ I 1 I \ nn— — \ - _inn i S - — \ tsn— - - ■ I ■ 1 ` I 1 \ \ \ I -nn BENCHMARK SET \ I. 1� 77 : ■ lnn- Ion - - l�n - -ion-,- CHIS4ED SQUARE 1N TOP 1 I / ■ I - BACK CURB \ i - ion- - 1ej- - ■ \ 1 s..- 1 1 i \\ I I 7 - -- Ion- - - -IOn-- > > i v \ ELEVATfON 426.46' \ ,1 ■ - -- -inn- - - - - ` 7 �- l�n- - --- - T s 1i� ��\ �\` TRAFFIC l �� ■ m ■ i 1- - lnn - - - �lsn - 1an� l�n- -I- - -l�n- - � I - o \ I ■ - - ��n- - -- ien- -- - - - ' 7 7 ton- 40 II I \\ \\ 1\.��\ I\ ■ \\\ c\ I\ II II--lnn--e- IM4STARM \ \ \� ■ ■ TRAFFIC / 1 \ - 1 1 \ \ - - ■ „I, DROP INLET \ \ \ \ I l( Off\ 42 <OPINLET ---- �� i \ \\ �� 4 ■--INV.IN�(6�=425.5'------------- - ---L- ------ -c- �- --- -.�-. �� \ \ \ a ; fi INV. ITV=423.6' a n -9 0 \ a \ SCALE 1"=10' 0 10, 20' 181, RcP e0x� O'�y 7 r p 9 U CRAIG W. J. KO-rARSK1 Lia No. 0402048507 1 / 19121 e�� ^� E 0 N V N � > E w vE Q LL c 3 w04. - ce `mom < j Uao wJ -ui �S �N 0Ju V � oa ILL v c `� =U>N F cON 0 ON 00 � M a� C,Lu LM z O a_ u U In w C) z O Lnn w K c DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=10' w I 15 z c J W O z z a� Q n c W Q / L1_I L V Q J 1-1 Z 0 � U �.I..I (D c o c 5 M J Q d 3 N < Q Z NLu o 2 Q (� V/ W n 6 C 'm Y -i E U Zm _ a O U) Mz W 0 JOB NO. 47165 SHEET NO. C6.1 I!9 EXISTING GRADE 15 PROPOSED GRADE SANITARY PIPE 2-1 2.1' 80.46' OF 15" HDPE @ 3.69% MA CMP = 418.0 6. ' 0171 F 15' HDPE @ .08% 41 110: 12" Basin - Circular Grate STA 10+61.25 TOP 427.99 INV IN 422.80 (111) INV OUT 422.80 (109) 108: MH-1 STA 10+52.36 TOP 427.95 INV IN 422.62 (109) INV IN 422.55 (117) INV OUT 421.82 (107) 106: DI-2A STA 10+13.48 TOP 427.52 INV IN 421.04 (107) INV OUT 420.94 (105) 435 112: 12" Basin - Solid Cover STA 10+82.76 TOP 428.54 INV IN 423.33 (113) INV OUT 423.23 (111) [114: 12" Basin - Circular Grate STA 10+98.50 TOP 427.83 INV IN 423.74 (115) INV OUT 423.64 (113) 116: DI-2A STA 11+07.34 TOP 428.33 INV OUT 423.88 (115) 435 EXISTING GRADE PROPOSED / 430 GRADE 430 WATERLINE 3 0' 425 1 _ 425 115 51'� I 113 8.84' OF �15 74' OF 12" HDPE 1.62°k _ 12" HDPE 420 SWM 80 91 @ 2.00% 420 111 72" CM12" HDPE 1105 INV=418. @2.00% 21.52'OF 12" HDPE 8.75' OF 107 @ 2.00% 415 12" HDPE 38.88' OF 415 2.741% 1T HDPE @ 2.01 % 410 410 405 405 r- 2 rnn� o U N O °� 00 N LO C OLn N 'yV_ n O N N m N O V x O N a +O M 7 2� Zz0 ^ v0 00 0> > > c+DFO> ��FZZZ �v)�-Z 435 435 EXISTING PROPO ED GRADE / GRADE 430 _ 430 425 425 420 117 420 84.45' F 12" HDPE (d 2.00% 415_ 415 410 410 h R 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 11+50 STORM: 100-SWM A PROFILE STORM: SWM A-114 PROFILE STORM: 108 - 116 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 STA 10+00.00 1 TOP 425.97 INV IN 420.23 (2-1) INV IN 417.90 (4) 430 TNV STA 10+64.15 TOP 427.64 IN 422.79 (BLDG-2) NV OUT 422.64 (2-1) 430 PROPOSED EXISTING GRADE GRADE PROPOSED 425 BUILDING 425 BLDG-2 420 2..3' 7.09' OF 420 8"PVC 1 @ 7.89% 2 1 I 64.15' OF 8" PVC @ 3.75% 415 STORM 415 PIPE 101 410 410 405 405 9+50 10+00 11+00 11+50 SANITARY SEWER PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA. 10+19.33 45' BEND STA. 10+4.02 LOCATE AND CONNECT TO EXIST. STRUCTURE 1" TYPE K COPPER WATERLINE 415 4 EXISTING GRADE I vti 1 3.5' MIN. PROPOSED GRADE PIPE 107 PROPOSED BUILDING 9+50 10+00 11+00 12+00 WATER LINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 41 12+50 5 0 i 0 50 PROFILE SCALE jr00 O U CRAIG W. J. KOTAR.SKI Lia No.0402048507 1119121 � ' ui O O 0 x p w w_ HE U a z O Ln CC Z) O r r•� u f f H Z CL 0! U (n w p Z O V) > w o_ C DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE AS SHOWN w a J "s O z 0 w N '^ vJ a c W'w� Q /1 JN v� Z U- O " c o 0 U `o M^ J LL a c N a � 3 N LU m J 2 � a � m o m V / E `Q 2 1 � V / ? JOB NO. 47165 SHEET NO. C7.0 LEGEND CONCRETE J ORNAMENTALTREE SHRUB LARGE SHADE TREE i INTERIOR PARKING LOT LANDSCAPED AREA 1 I 1 PARKING LOT LANDSCAPED AREA 297 SF i i i i EXISTING TREE CANOPY AREA TO REMAIN 6,943 SF I i i i E • 7' (90) ILE WIN — (21) ILE WIN ° rl q . 7 . 4 ACE —war PROPOSED STARBUCKS t 1.138 SF s $ SS SANITARI' MH I (11) I L E WIN TOP =425.4' ( CESS INV. IN =4179' ASE 46NT INV. OUT=417.7'I L n � c P _ —inn— in — — inn- - � — — —inn i C - —.inn— — - — lnn- -ion C! BENCHMARK SET CHISELED SQUARE IN TOP BACK CURB I 1 11 Lon- ELEVATION=426.46' 1\ 1I \ TRAFFIC \\ � in b. \MASTARM 0 0 ° An I I 1 \ I I I I I I I - • I I I � I ' I I • I. I • I I• � I• I I • 1 - . I I I I I I I I I I I I I I I I I I I I I I I V I I I ' I ' I I I � (1) PLA ACE VIRGINIA7ELEPHONE&TELEGRAPH ICOMPANYEASEMENT I , I , (6) ILE WIN ' I , I I V— (6) ILE WIN inn —inn TRAFFIC I � I � � I I I I , I I I I -------------------------- ------------------------------------ -- (3) ILE WIN I -- - ----------------------------------- ------ (3) MAG SWE (3) PLA ACE UC JBOX - - inn — — - — —inn-- - Linn ier= inn` — - — � _ion- -.Lon— A— —inn— — T I -inn— — - — —inn— - - _ 1nn� inn-- — -inn- inn— — --s � � — —tnn— — ln1`___ — —inn— — SCALE 1"=10' 0 10, 20' ---o----- a-----o p , - o--a ,-o -- - --a - o +----Q - n lsn —inn inn- ien- A1.TH OFF U CRAIG W. J. KO'PARSKI > Lie. No. 0402048507 f�Pn. 1/ 19121 M E O O � U N Ui N C > E ti E w 3 w Xw G 3 0 p U.—ry w 0 o U m a z r — in O p a (A ry v Z�"a cc =X 11 (if C =� w oa N S c ry v z O FU > c '^ V) N w w � W � �F !n CC O _ 0 _ N p w M w H z 0 DATE In Of Of 111912021 O DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10FT am LLI c z N Q 0 c J J s O z N L 7 a Q c w>a� L N c V) m LLI o p U `o M J U 3 N Q b N w � z J o c E g U D_ O O M z W Z O F `o Q o 2 X w d d 0 JOB NO. 47165 H c SHEET NO. f0 L1.0 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 SEWERANATER 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 LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. 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. PLAN VIEW: T HEIGHT VARIES WITH PL 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS 81 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 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE O� PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI V Il IviI 1 LI\ MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY 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 INSTALL SHRUBS SO THAT TH- TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO! REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF PLA ACE 5 PLATANUS X ACERIFOLIA LONDON PLANE TREE 3.5" CAL. 422 FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE MAG SWE 3 MAGNOLIA VIRGINIANA SWEET BAY 3.5" CAL. 100 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ILE WIN 172 ILEX VERTICILLATA WINTERSERRY 24" HT./SPRD. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 174.1 LF 1 LG TREE PER 50 LF 174.1/50 = 3.48 3 LG TREES 3 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 r5% GROSS PARKING AREA 4,097 SF 4,097 x .05 = 204.9 SF 205 SF 297 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 12 PARKING SPACES 12/10 = 12 2 LG. OR MED. SHADE TREES 2 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 0.7 AC (GROSS SITE 10°h COVER 0.7 AC x .1 = 0.07 AC = 3,049 SF 9,353 SF AREA) 3,049.2 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. U CRAIG W. J. KO'rARSK1 Lic. No. 0402048507 en. I/ 19/ 21 1Q' vi 0 x L7 0 x 0 w w_ 2 u a z 0 Ln 0 r•� Z O f f H z O cc U c) Uj w z O V) W DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE LIJ 5 z > Q N C J 8 N W 8 8 O z 0 H� C/) 8 J N a Q o c W'Q� N V / r � uJ F z � 0 o l--I OU o rn w J Q 3 N a 0 N w U ccp J 2 a Q Z Q a o J ` E E E U 0_ 'o Dz In Z 0 LL Q 8 o `2 179 V1 Fe T U w JOB NO. 47165 N N N C c SHEET N0. L2.0 t L