Loading...
HomeMy WebLinkAboutARB202100042 Plan - Submittal (First) 2021-04-06STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045B1 -05-OA-01 100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.58 AC ACRES ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS, PORTIONS OF PROPERTY ARE WITHIN THE MANAGED STEEP SLOPES OVERLAY DISTRICT PROFFER SIGNED 1/8/2020; 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 FIELD VERIFIED OCTOBER 2020 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 130 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: ±1,150 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) = 1,150 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,150 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 Trip Generation for Starbucks - 2231 Seminole Lane FINAL SITE PLAN REF: INITIAL SITE PLAN SDP202100005 ALBEMARLE COUNTY, VIRGINIA LOCHRIDGE TILLS 3/22/2021 DoubleTree by Hilton Q Hotel Charlottesville Sam's Club Q QUrr Honda PO/O Grounds Rd Primary IF Walmart Supercenter Q / SITE LOCATION 6 99 10 Jim Price Chevrolet i 0 Monticello United Soccer Club R;y a� na Rriler Pr/ CARRSBROOK 659 Charlottesville BowQlero Char�j�sville , �a Albemarle SPCA � � c` c��uCC51CRa so Sao o WOODBROOK owes CROSSINGS ��� CONDOS 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 1,150 SF (GFA) 943 55 56 113 22 21 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND rd\Tlq: ATC149[61rirlRAIM RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,203 SF/100 SF = 602 GPD AVERAGE HOUR: 5602 / 24 = 25 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 25 X 3 = 75 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 75 X 2 = 150 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,203 SF/100 SF = 602 GPD TOTAL GPD = 602 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. U osn,od`O ©Skrimp Shack Order000rDash a &ookme.. Qgboog[e T 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 Sheet List Table Sheet Number Sheet Title CO.O COVER C1.0 NOTES & DETAILS 1 CIA 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 C7.0 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS LIGHTING PLAN LIGHTING CUT SHEETS TOTAL = 14 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD APPROVAL DATE pry tLs'rld�� i 1 U CRAIG W. J. KOTARSKI Lic. No. 0402048507 ; °P,, 1/ 5/ 21 vi 0 0 (D 0 0 0 w w U Q z O K 0 r N a o o Ln DATE 3/22/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 3 z a V^J` N 3 W 0 3 J N 8 0 z > 0 H� N _ 5 N a a Uj ' I v) z r p U Lu > o M w � O °' t N U 3 N w m 0 = o Q 2 (n a 1 E JOB NO. 47165 SHEET NO. C0.0 LEGEND ROADS SEWER ® S ------ EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. WATER CURB W EXISTING WATER LINE O CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB . . C 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 1O 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. 15. . 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 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, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. THESE 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. 36. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSTIVIE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 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 LOCATED ON PRIVATE PROPERTY 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. SUPPLEMENTAL REGULATIONS PER SEC. 5.1.60 - DRIVE -THROUGH WINDOWS EACH DRIVE -THROUGH WINDOW SHALL BE SUBJECT TO THE FOLLOWING: a. IF THE BUILDING IS ADJACENT TO A PUBLIC STREET, ANY DRIVE -THROUGH WINDOWS SHALL BE LOCATED ON THE SIDE OR REAR OF THE BUILDING, AWAY FROM THE PUBLIC STREET. b. NO DRIVE -THROUGH LANE SHALL BE LOCATED BETWEEN A BUILDING AND A PUBLIC STREET UNLESS SEPARATED FROM THE RIGHT OF WAY BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. C. NO PORTION OF A DRIVE -THROUGH LANE SHALL BE LOCATED WITHIN 50 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT DISTRICT ALLOWING RESIDENTIAL USES. d. IF ANY PORTION OF A DRIVE -THROUGH LANE THAT IS LOCATED BETWEEN 50 AND 100 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT ALLOWING RESIDENTIAL USES, THE DRIVE -THROUGH WINDOW SHALL BE OPEN FOR BUSINESS NO EARLIER THAN 7:00 A.M. AND SHALL BE CLOSED NO LATER THAN 10:00 P.M., DAILY. A. EACH DRIVE -THROUGH LANE SHALL BE SEPARATED FROM ANY PEDESTRIAN TRAVELWAY, EXCEPT WHERE A PEDESTRIAN TRAVELWAY CROSSES THE DRIVE -THROUGH LANE AS PROVIDED IN SUBSECTION (F), AND ANY VEHICULAR TRAVEL AREAS, BY A PLANTING STRIP AT LEAST FIVE FEET IN WIDTH. B. IF A PEDESTRIAN TRAVELWAY CROSSES A DRIVE -THROUGH LANE, THE OWNER SHALL PROVIDE EITHER A FIVE FOOT WIDE RAISED PEDESTRIAN TRAVELWAY OR A FIVE FOOT WIDE PEDESTRIAN TRAVELWAY CONTAINING A CHANGE IN TEXTURE AND VISUAL MARKINGS. C. EACH DRIVE -THROUGH LANE SHALL BEAT LEAST 11 FEET WIDE. D. NO DRIVE -THROUGH LANE SHALL ENTER DIRECTLY FROM OR EXIT DIRECTLY TO ANY PUBLIC STREET. E. EACH ENTRANCE TO A DRIVE -THROUGH LANE SHALL BE MORE THAN 50 FEET FROM ANY INTERSECTION WITH A PUBLIC OR PRIVATE STREET OR TRAVELWAY WITHOUT PARKING. F. EACH DRIVE -THROUGH LANE SHALL BE A MINIMUM OF 100 FEET IN LENGTH MEASURED FROM THE CENTER OF THE FIRST WINDOW OR SERVICE POINT. THIS LENGTH MAY BE REDUCED IF A STUDY IS SUBMITTED AND APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT OR HIS DESIGNEE DEMONSTRATING THAT A SHORTER LENGTH WILL BE SUFFICIENT FOR A PARTICULAR USE. G. EACH DRIVE -THROUGH LANE SHALL EXTEND AT LEAST 20 FEET BEYOND THE DRIVE -THROUGH WINDOW. H. IF A DRIVE -THROUGH LANE IS LOCATED ADJACENT TO AN INTERNAL TRAVELWAY, THE DIRECTION OF TRAVEL IN THE DRIVE -THROUGH LANE AND THE TRAVELWAY SHALL BE THE SAME UNLESS THEY ARE SEPARATED FROM ONE ANOTHER BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. SPECIAL EXCEPTION REQUEST SUBMITTED: "THE DRIVE -THROUGH WINDOW MAY OPEN FOR BUSINESS NO EARLIER THAN 5:30 A.M. AND MUST CLOSE NO LATER THAN 10:00 P.M. DAILY." U CRAIG W. I. KOTARSKI Lie. No. 0402048507 on. 4/ 5/ 21 M E 0 o N Vi N C > E w ° E LU a U- ow- w 0m K Lu t M d J U m J -u U W N R w � 3: 0 J N LL 0 Q v U) _ � N = U � F C . c �^ o N Oi � M a� o w vi 0 0 0 0 CC 0 w w_ U Z O 0 0 F Ci DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z a J LU J n O z 0 0 u N 1� 3 N �QU)6 W > J s A } Q Z r LJJ a ALBEMARLE COUNTY '� o 0 8 FINAL PLAN GENERAL NOTES M _j 06 3 w W 0o NQ(na General Construction Notes (1J .� m 20 Q 0 L'z 1. Prior to any construction within any existing public right-of-way, including connection to 1 a 2 any existing road, a permit shall be obtained from the Virginia Department of w 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 U 0 standards of VDOT unless otherwise noted.0 3. Erosion and siltation control measures shall be provided in accordance with the approved 0 a erosion control plan and shall be installed prior to any clearing, grading or other construction. � 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Q a 3 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, > y lesser slopes of 3:1 or better are to be achieved. (� ' N 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the t County Engineer, or designee, it is deemed necessary in order to stabilize a drainage o channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic o g Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. o 9. All excavation for underground pipe installation must comply with OSHA Standards for JOB No. the Construction Industry (29 CFR Part 1926). 47165 �10 C V SHEET NO. n 0 C1.0 t E F_ CG-12 •5 DOWELS, 8" LONG AT 12" C-C 5'I 12:1 MAX I N I RAMP r E TABLE) A BACK OF 20:1 PERMISSIBLE CONSTRUCTION JOINT zm 12:1 MAXI �MII SEE TABLE) ABIII J DOMES 1 OF 5 FOR DETAILS PERMISSIBLE CONSTRUCTION 3 JOINT In 0 U SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 2 5 10 5 6 1 14 15 WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SLOPING 48;1 MAX. SLOPE WITHOUT BUFFER STRIP CROSSWALK wae- ]HELL UL r"ovvu PERPENDICULAR CR( f, WITHIN THE MLRKEC SSWALK AREA. CURB M�ii§CRO 4' BUFFER STRIP 5- SIDEWALK DIAGONAL PLACEMENT 48:1 MAX. LANDING 48.1 MAX. SLOPE CURB 0 1 T CROSSWALK R?'1 FJ R = MO} CROSSWALK Y Ma1 J F GR!F (7 CO OR TE CURB II N II CURB WITH BUFFER STRIP & WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 0 7/ 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) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 7p:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDESTHi,) RAMP FLOOR.MID-DEPTH OF RAMP FLOOR. MINIMUM COVER IL 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS y 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 ' 12�•T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, 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 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX - v ' PERPENDICULAR TO THE CURB. 5' MIN * * - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT 11=III=1 N - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I 11=III=ITS- _ s 4' MIN IIdTI-J = _ TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY qT * 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 ,W..W. ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'X 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' X 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 0 TRUNCATED DOME in 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - y O O O 040 O O O O O O O - THE BACK OF CURB. W - 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 + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IR[ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50Y-65Z OF BASE TOP DIAMETER DIAMETER O O O O O O O O O O O 0 0 0 0 DETECTABLE WARNING o I AT BACK OF CURB `1 4" VARIABLE FULL WIDT L H OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER _I f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL \VDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4. 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. C=�)DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale R=14 1•': CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) %3/ ;:.:::•: EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED A. EXPANSION FILLER CONC. WALK 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 PAINTED PER VDOT SPEC. 4" 21-B STONE CONCRETE BUMPER BLOCK AS NOTED ON C4.0 FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 9' 9' 1 r� ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEM I- 2 > a SAWCUT THROUGH U EX. SURFACE COURSE w & REMOVE PAVEMENT \ 2' MIN 1 PROPOSED PAVEM MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE 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 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR RUSHED STONE BEDDING 6" DI CLEANOUT PLUGATEND OFLINE CLEANOUT DETAIL No Scale P Sp LENGTH ANCHOR WITH %8' 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. u SOLID WHITE LINE 24" (TYP ) 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 61Eel 01 STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS SIGN AND POST DETAIL No Scale R �iV®RKING PARKNG PBkTY PmTY IM-NORE $M-rAFM lOW AWAY M E TOW AWAY ZqE VAN 6'ABOVE ACE U 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 A-3 CONCRETE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 4" MIN. 2" R CONIC CURB AND GUTTER CLASS 3A, 716- (fc=3,000 PSI) CONCRETE 1 .1 d 4 ° °4- 4 7" d ° 4 ° , A d4 ° ° f�6" 2'-0" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ^." ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 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„ 4 _ T 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale v,� ®� y We iQ U CRAIGW.I. KOTARSKI5 Lie. No. 0402048507 4/ 5/ 21 M E 0 0 rn u N � N C > E a; E w Q LL 0 Ed W0 < W L M Q � um Z ai J - M i O d 5: w O N a z H =x a� < U w oQ o U) 2 N Z =V >N O_ ~ c 1n U1 o � w N M a a m J O W l0 H- J CQ 0 m 0 (D m 0 o S H w w w Q) O = Q o a v z 0 14 Cif r DATE 3/2212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A w s c 5 z N c J > 0 N W Io 0 0 J N n O n c zo d N C N G Q V�/) 0 c UJ > J ° L ` � N vJm z � r W n J 0 c 1-1 U Q `0 Mw,,,x J 06 3 c N < U IN w III = Q N ' O m Z c E i D c m U D_ 0 Ile z z 0 0 LL � `o 2 o n m N x m m m m N E E 0 D d m 0 JOB No. uQ 47165 N c SHEET NO. o. m C1.1 m D Y z z D © KNOX' Knox-Boxe 3200 Series y AvatRaapo^den5;ne,975 HINGED DOOR MODEL Recessed Mount High Security lincluetriaMovernment Key Box with Face Flange Front Yew Surface Mount 12F � Be Heavy 1 /8" Thick Stainless eitainleader Steel Steel lockcover ul D oor Hinge 4„ Hole fortamper Seal1/2" Solid plate Steel door The number one high -security KNOX BOX" is used for most w#A gasket } 1/4" Solid stcel housing commercial applications including businesses, schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for emergency access. The hinged -door 3200 Series KNOX-BOX is more convenient than the lift-off door version because it allows single-handed operation and opened or closed, it's all one unit. Features and Benefits • Holds up to 10 keys and access cards in interior compartment • Ensures high security. Box and lock are ULW Listed • Includes a Knox -Coat® proprietary finishing process that protects Knox products up to four times better than standard powder coat IT Resists moist conditions with a weather resistant door gasket IT Hinged door allows single-handed operation • Colors: Black, Dark Bronze or Aluminum Weight: Surface mount - 8 lbs. Recessed mount - 9 lbs. Options • Alarm tamper switches (UL Listed) • Recessed Mounting Kit (RMK) for recessed models only • Inside switch for use on electrical doors, gates and other electrical equipment T' HIGH 100%welded 3200 Surface Mount Front View Side View - T' WIDE 3" DEEP Flange (recessed model only) 3200 Recessed Mount Ordering Specifications 1/4" steel case° 100%welded T' X T' flange (recessed model only) to insure procurement and delivery of the 3200 Series KNOX-BOX, it is suggested hat the following specification paragraph be used: lNOX-BOX surface/recessed mount with hinged door, with/without UL Listed tamper switches. /4" plate steel housing, 1/2" thick steel door with interior gasket seal and stainless steel door singe. Box and lock UL Listed. Lack has 1/8" thick stainless steel dust cover with tamper eal mounting capability. zterior Dimensions: Surface mount body- 4"H x 5'W x 3-3/4'D Recessed mount flange- TH x 7•W ock: UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. inish: Knox -Coat® proprietary finishing process :olors: Black, Dark Bronze or Aluminum /N: 3200 Series KNOX-BOX (mfr's cat. ID) th's Name: KNOX COMPANY KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-2299 • Web: www.knoxbox.CDR • E-mail: info®knoxbox.com 8• MIN. f 17.5' 6' KIN. q 4 q A .. 6•0, 36" d MIN. �17'5'�i •' 37' MIN. 1r MIN. WNCNUT LOCKING ASSEMBLY CD NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B TD-15 4'MIN 01 6' MIN ON DRAIN BASIN NON TRAFFIC INSTALLATION -.., WISHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN AM D2321. BEDDING & SACKFUL FOR SURFACE DRAINAGE INLETSSHAL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE Wm1 ASTIR DZU1. INLINE DRAIN CLASS CLANUWi MATERAL MEETINGTHEDE-0NEDIN NB DCLASS I, BEDDNNASS 1, ORCLASS KIFILL ORSUMATERAL SURFACE DEFINEDINASTM LET D2321. BEDDING& COMPACTED LLFURSURFACE DRAINAGE SHALLBE PLACED 8 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFAC HIRER (3) VARABLE INVERT HEIGHTS ECOMME RECOMMENDATION AVAIIABIE(ACCORDINGTO (MIN.MANUFACTURNG PLWSRAOFF) �% REQ. SAME AS MIN. SUMP) WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: / 4"-12" FOR CORRUGATED HDPE(ADS N-17HMOOR DUALWALL, J ADSWNCOR SINGLE WALL), N-12 HP, PVC SEWEFRl SM 35), WC DWV ax: SCH 40), WC 09011GWOS CORRUGATED &REeED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRMUTAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BAMFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH A81M 02321. 1 - GRATES9^AnCOVER&IALLBEOIWTIIEIRW PERASIMA53N GRAPE WAR, WITH n1E EXCERICN OFn1EPRW7EGRATE. FREMODUCTI INTD 2- FRAMES SHALL BE DUCTILE IRON PER ASTM M36 GRACE THROW nF 3 -DRAIN B/SN roBE CUSTOM MANUFACTURED ACCORDING TO RM GET01 ORSESS RBERS ME NEEDED FOR BASINS OVER av DUE TO SHIPPING RESINLTONS. ERC SEE DRAWING N0. T011141GOS5 ALII 4-DM WECONNECIIWUMXINTTMHINESSWINLCDNFg M UCTIABTADffi12 FGR COR MTEDHDM(IDSHI7AMNCORWN-WNL)• BEN-12HP,&PACSEWEFL HER5-ADWIB6 Cw RE MOUNTED OR MY ANGIE P TO �°. m DETERMINE MINIMUM DDEIION 18- MIN WIM GUIMINE IF MIN THICKNESS GUIDELINE (5)ADAFTER ANGLES ARIn51EV-360' TRAFFICLOADS: CONMEFE SLAB DIMENSIONSARE FOR AccpanwGTO GUIDELINE PURPOSES ONLY. AI:NAL CONCREIESUB MUST BE PVVIS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDTIOMS TRAFFIC EWDING, & OTHER APPLICABLE DESIGN FACTORS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH A0001RDINGTOPLAIIS (8' MIN. BASED ON MANUFACTURING REa) 4' MINn �MIN) BRATS OPTIONS LOAD Rmuha PARTW DRAWIN09 P®E9T&AN MEEK RIO IZmCGP ]m1-110aW STAM•IS MEETS Hap 13fBCfia ttMt-1'.. SgHCINER I EETS HW 1YACGC TW1-111)1pl PEOESTRWi BR]NTEI 12ANAGPa 7w 110L105 COME IwA lesproo IT IID3W diCp IN CiNTE LIGHT WILY tA1d MN-110031 1299CGC 1201 DI APPROX. WEIGHT WITH FRAME =N O LSS APPROX. DRAIN AREA = 39.75 30 IN APPROX. WEIGHT=15 LSS TLILO LAST HINGED COVER FOR EASY ACCESS S-1` 3� 181 c o t � /x PP \ � o y 014,95 OGCT 1 L E 10.0N // \\11 H \\ table + \� y \ 011.61 13.38 DIMENSIONS ME FOR REFERENCE ONLY DIMENSIONS ME FOR REFERENCE ONLY THIS MINT DISCLOSES SUBJECT MATTER IN WHICH DMWNBY EBC LP�ECTNOAME N50YMMNAAW ACTUALOIMENSIONSMAYVAIRY THMPRNTORCLOSESSUBIECT MATTER IN MICH MM BY AQUA MATERML 31WWROMAW ACTGQDMENS DIMENSIONS MAYVMY NVLOFUBi HAS PROPRIETARY RIGHiS. To BUFIRMS 0M5 DIMENSIONS ME IN INCHES NYLCRASr H/9 PROPRIETARY RIGHTS. THE RECEIPT BUFORD,Wn51A DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT COrvFER DATE SJaNON PHx Tn%95tfu3 GRATE HAS LIGHT DUTY RATING ORPWSEBSITIN OFTnIS PNIrvio0E5 rvOT CONFER, DATE 3340 Pxx (nos M3sw TRANSFER OR LICENSE THE USE OF THE DESIGN FA% 932-MW T0.4lSFERCRUCENSETHE USECFTHE DESIGN OR 7�T ■ ♦ FAX 93AN90 GRATE MEETS H-20 LWDRATING T SG 1N cast 1, QUALITY: MATERIALS SHALL CONFORM TO MiM A538 GRADE 708D05 1\�T1 aSl I OUALITY: MAMM&8SHALLCONFORMTOASDAA536GRAOE705005 TECHNICAL INFORMATION SHOWN HEREIN REWSEDBY Set ollop•pM•ssom PANT: CASTINGS ARE FURNISHEDWITH A BLACK PAINT TECHNECAL ENFCRMAnCN SHavN HERBN REVMm BY E9C PRQECr ROMANS✓PANT: CASTINGS ARE FURNISHEDWTHASLACI(PLANT REPROUCTKM OF THIS PRINT OR MY INFCRMATCH mf REPRODUCTpry OF THIS PRINT OR ANY INFORM>nW TRUECONTAINEDHEREN, ORMMUFACTURECFANY SITE OF OPENING MEETS REQUIREMENTS OF AMERICAN DSAMILITY CONTANEDHEREIN,ORMONUFACTUREOFMvLOCKING DEVICE AVAILABLE UPON REOVESIrSEEDRA'MNGNO. ARTICLE HEREFROM FOR THE DISCLOSURE TO OTHERS DATE 116f0 1DxMOCOVERASOMY ACT M STATED IN FEDERAL REGISTER PART III, DEPMTMENTOF ARROJEHEREFROM, FORTHEDSCLOSUReT00THERSDAre atilt nN01OPN 7001-11M ISFORBIDDENEXCEPTSYSPECIFICWRIiIEN JUSTICE,28CFRPART36. ISMMIOM,EKCEPTBYSPECIFICWRRTENPERMISSION FROM NYID%AST. pgAgt mW A ET 1OFI DWG xB 7WY116IDi REV C PERMISSION FROM NYLOPLAST npgafl DWG SIM A SCALE fi &THEE! 1GF1 DWG NO. TWt-1f0pt1 REY D REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION NTIAL BACKFILL* 124"MIN 8"MIN 6" LIFTS) EMBEDMENT THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPEMECHANICAL TAMPER AUNCHING NO. 68 STONEEDDING JFOUNDATION 6" max 4" min (SHALL BE EQUIRED WHEN SOIL ONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.01DEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 AlbelmadeCourrIly SeMceAuth�rlty Hydrant Flow Date of Report 3/18/2021 Test Report Ire slwb,W Rwd cltnoneawt. vn 2ntf (4a41en�511 Location SEMINOLE TRAIL Pressure Zone URBANRING Date and Time of Test 3/18/202111:02:00 AM `fyliiinutes of Flow a 1 12 _lylpe Size (Inches) �rq- ^ ,Pressure Hydrant �,r 11787 Static Pressure (psi) - 105.5 iY _'Residual Pressure (psi) 87.2 ICI Q20 Looped L1 Q20 Multiple Inline Hydrants L Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 11137 Pitot Pressure #1 (psi) 47.45 Yellow 1 M`1 Test Flow 1 1161 Flow Hydrant #2 10504 Pitot Pressure #2 (psi) 63.06 Yellow 2 O Test Flow 2 1323 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 0 Total Estimated Flow (gpm) 2484 AWWA Q20 Calculation(gpm) 5710 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test J Comments Hydrants opened all the way. For method of cakulat ne pitotf crow th a red Pollard mff.om. see eq. 13, Walsk-antl Lutes call de 19901eurnal Management antl Operations AW Wp For yellow Pollard dousers a best IS third order polynonsal equal on of the Pollard Bow vsp tot pressure gauge is used. Estimated Consumption (gal) 2484 -,For use for water audit /''/► A(M A. AA.t. ,Signature of Tester: V L, L Flow Hydrant SEE STMDARAD SL-1 FOR APPI MLTY OF SAFETY SLOBS. 1B STANDARD YI-I l�IE�TOP QF MASOMY LS TO BE LEFT L FRAME & COVER 9 IMTLY LOW TO PERMIT PROPER i APARTMENT OF COVER AND FRAME i0 GRADE BY THE USE OF MORTAR OR T :y BRtl( /5 DIRECTED BY THIS ENGINEER. 45- MM-1 B HALF SECTION A -A (WITH FRM.E AND COVER REMOVED) BRICK CONCRETE Ni 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE ANOINT DISPLACED BY PIPES MAST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9' WAS USED N COMPUTING CONCRETE QUAOIIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. S.IF BLOCKS ARE USED THE MNMW THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ME TO CONFORM To WALL THICKNESS SHOWN FOR CONCRETE. B. ALL CONCRETE TO BE CLASS M 7. WHEN SPECIFIED ON PLANS THE AVERT 5 TO SE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING A.A. MATERIALS INCIDENTAL TO THE SXAI'Nfi a TO BE NCLUDED IN THE SD PROE FOR THE STRUCTURE. SPECIFICATION XVDOT REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIXE STANDARDS 302 VIRGINIA DEPARTMENT OF TRNISPORTATKN PENSION DATE SHEET 1 OF 5 108.01 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK IS-1 NOTES SHAPING OF MANHOLE AND NET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS MOVE INVERT OF STRUCTURE. , MANHOLE OR DROP INLET IS TO BE FORMED MD CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 252 OF COARSE AGGREGATE MAY BE UP TO 4-1 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROIEN CONCRETE OR BROKEN CONCRETE BLOCK THE SURFACE TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK I CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.765 1.437 5 0.7 6.785 1.699 8 0.9 (T785 1.961 7 1.0 0J85 2R23 B 1.2 0.785 2485 9 1.4 0.785 27747 10 166 0.785 3.009 11 1.9 0.970 3.1155 12 2.2 0.970 T7 13 2.3 DURING 41,111) 14 2.8 Sam 4.541 15 3.1 0.9]0 slags 8 3.4 4.0 INME T 1 0.{5 0.582 SHAPE TO ELEVATION OF MD-P OF LARGEST PIPE. SLOPE TO OWN TO INVERT SECTION A -A of OUTLET PPE METHOD OF TREATMENT IN DROP INLETS R SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SHALL BE LEFT SMOOTH BY MEMS OF HAND TROWELLING. NONE I I I V OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED-� INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROADAN`eRID�TDARos STANDARD METHOD OF SHAPING SHEET 1 OF 1 REVISION DATE MANHOLE &INLET INVERTS WB.DB I VIRGINIA DEPARTMENT OF TRANSPORTATION I 3OR JEGIEND „CSA Hydrant onaervice, Ownership 4di= Net In Serice, ACSA ownetl' Not In Service, Private OWOershi090In Service, Private Ownership In Service, ACSA Owned 2325 '- ACSA yVarer Service - L ACSA Fire Line CSA Water Main ership ACSA Private Ownership 1 SA Wafer Main 3511 ffldy Type - I Potaba, water 436 ''�\ Raw Water City water Lines 1083 Q / z/ Qoa igoo� V'0 3sD9 R• a 436� - Test Hydrant ' �p"� g�?� p 3soi 9s� 508 4sf 975 176 2235 A„3505 310 To- 1083 110650� < Flow Hydrant Ory0 - ,yo 350360 3506 � 066 o4i yp 3504 A? 3601. 216 '. L 11235 0 1050� o- No gL 0 p/i / i�0 �./� 432 q�dGW SANS 1 A I 223 0 \v � 465 Tr s0\S2 4 _ /.y 466 3413 200, qq .`° \ i 2150 � �2165 '. 3411 3410 N DISCLAIMER Usims, strobures I lines andall appurseameas indicamal an UP mapare interead im general N �aEE ((//�rkk y t dd, mtcel 5 ly Th p kI' rash I nant r d, sem f p T 'nary Albemarle -unto I rig M� t l4i pumas T rs n M N P bmevedt n rate, Name t AEHy pm ms aiwn vatem thong y n Lean upd t d Ins W' E M1 IVns Pinson res dMemina0 rt pcg Airy so only rdgall Ipny p maAmps.T Wnd vegentryMdprop Ir dehallId semrtlre S Service Au 6ri+y ae gn.mWiA� ¢"NUNonIimprovementsaR ItboyeM Mnogd plainsere NSw. Cunlau ACSAd eery nor specincwlHyl a rH. 0 125 250 375 500 Reveal Imagery 0 Comrommealth or Vitoria --�� Penimydc Dya Proges%dCountyaNb¢mane Feet stereseng 411,Ccnvrn ng ACSASmm MMTDDROYY p i ':I 0 Gas 44 Is Q r U CRAIG W. I. KOTARSKI a Lie. No. 0402048507 m E 0 o a, N V N CE E E W i LL 0 3 0 W - W O ^H SO K Ly t m Q< J V m Z J - an O dIno a tJ W NM H �i OF)Q U W a WOn Q 0 Q U So N = Z O_ =v>L C N an y0 N i � M � C � I- J Q =1 � m O � S 1n C7 m 0 Occ Q S I- o� V > W F 0 � Z O rn DATE 0 } 312212021 DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE N/A • • • Z a 5 J W or J 0 a Oa W z N M '!� N Q vJ O C W' J s }Q� z�� N =) UjO U 0 0 C 0 M w J �x 06 0 t Q c (� VJ �Ja X NZ LLJ � - 00 O � 1 a -0Z a0 Zo -6 c2 -6 as E o a c NoCE U 0_ 0 D: t7 3 Do W Z m Z OB 0 a F N O Q3 a m > No . " C X0.0 L J m h W C Me 11 d `o �M o v � 29a 0 JOB NO. ran co 47165 m t CE C SHEET NO. U, n o C1.2 c I -E 00,14 EiLi i$ OFF Original Proffers _Yes_ Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed U CRAIGW.7. KOTARSKI ! Amendment such that the wall facing Route 29 will serve as the primary building fagade, or the wall facing Route Lie. No. 0402048507 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, GYP 4/ V 21 PROFFER STATEMENT recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated O Revised January 3, 2020 planer ONALO 5" ZMA No. 2019 n-000I l Proffer 4. Managed Slopes:The managed slopes and existing landscape buffer will not be °2"n' r-, BOLT PATTERN disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining L127 nI I JI #3 1 ly' I31.3nn1 CAP Gta M E Tax Map and Parcel Number(s): 045B1-05-OA-01100 wall construction will adhere to the requirements in Section 18-30.7.5.. o O 08' CO20.3,,J [12.7rn] O N m Owner(s) of Record: Commercial Rentals, LLC IYW 131.8MMJ L -J I 1zs.annl TAPE 1 ¢ o The undersigned certifies that it is the only owner of the Property. These proffers shall run with the` I(3a.1v^z 4� 4j'I . g Y p Y• P ,�.._. I\ r 1254nn3 TAPE s• Il \ p E nz.7�n1 I) I nza�M [lzao4 w w y Date of Proffer Signature: J: �> 2 (0Z Property and shall be binding upon the Owner and Owner's successors in interest. #Z '] w > 3 22.5 �� 22.5- 1- M (V 3 0.702 acres to be rezoned from "Commercial Office CO ' to "Fli Thwa Commercial HC 1 1 I lyv [3z`"I STzE• Da.z"nn ¢ LL o 3 ( )1 b Y ( ), OWNER 33 _ REFLECTOR 0 Commercial R tal$ LLC 1 CI52cn1 C90 nyi OVERLAPPING d _J V 00 Z Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County LOUVERS ALLOV ONLY 0 — T o >' 1 1 OOVN LIGHT ; O T records as Tax Map and Parcel Number 045B1-05-OA-01 100 (the "Property) which is the subject of fl 6TE,' I 1 #3 II 61 d > o N a '<' �Pp�xpt.G EMDEll ay A v rezoning application ZMA No. 045B1-05-OA-01100. — =" 1 1 "ELD #4 `) ,1 1 1 z ; � `/.,.y ^"") W 5' #1 - 5"x5'W�' [6mm] SQUARE STEEL POST U By: �ho,)nv an G f � Date: c 'n (Y� V L �� C12.7cM] #2-8"dII STEEL PLATE WELDED TO POST 0 n x w Pursuant to Section 33 of the Albemarle County Zonin Ordinance (Chapter 18 of the Albemarle #1 E 1 i PLATE SLOTTED 54' FOR BOLTS, � i � � o 'J g ( P t�11 #1 - 5"x5"xYa" [6mm] SQUARE STEEL POST 33 1 1; 1 (SURFACE MOUNT) 0 a Title: 1 , t a O EIY #2 - TWO BANDS OF 1" WIDE ENG. GRADE IBS�cM] ti, 1 SLOTS ALLOW 45deg ROTATION C County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be SILVER/WHITE REFLECTIVE TAPE PATE DR L ED 4" [lOCn] FOR WIRING . U W UD oz #3- WELDED STEEL REMOVABLE CAP #3-WELDED STEEL LOWERBREFLECTOR = LI applied to the Property if it is rezoned to the zoning district identified above. These conditions are Zw w/ POWDER -COATED 5-5 FASTENERS ALLOW ONLY DOWNWARD LIGHT F � n proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are #4- DABMAR DPR21 EXTERIOR FI CTURE g N j LED PAR 20 LAMP, (9W typ.) W, w N reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an HARDWIRED LIFT -OUT ABBY FOR HOOK-UP/LAMP CHANGE M LY UP THRU BASE 1 authorized signatory of the Owner for this Proffer Statement. %few END d #2 i OD RAL7021 BLACK GREY, 10% SHEEN, EXT 1 ML7021 BLACK GREY, 10%SHEEN, EXT CD III BOLLARD ILlIM11UT®$QUME 14107 " BOLLARD NON- ILLUMINATED SQUARE 14103 ..�.�.•�m.�� mN^^^a J Proffer 1. Uses: The following uses will not be permitted on the Property: OPEN END FOUNDATION, .� p Y• by,11TlERSi �� K 1. 24.2.1 (5) Chu rches.cemeteries; NON -ILLUMINATED BOLLARD ILLUMINATED BOLLARD o 2. 24.2.1 (6) Clubs, lodges; "`''� " "" '� M Uri 3. 24.2. I ( 13) Fire and rescue squad stations; NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. o= Q 4. 24.2.1 (14) Funeral homes; Ce 5. 24.2.1 (23) Manufactured home and wailer sales and service; BOLLARD DETAILS 6. 24.2.1 (24) Modular building sales; No Scale V 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; I F ry 8. 24.2.1 (41) and 22.2.1 (b)(4) Clubs, lodges; U p Ln 9. 24.2.1 (4 1 ) and 22.2.1 (b)(6) Fire and rescue squad stations; e-3188mmi a-3leesmml ¢ 4 10.24.2.1 (4 1 ) and 22.2.1 (b)(7) Funeral homes. B R' o E In DATE > s — 312212021 0 Proffer 2. Sidewalk: A pedestrian walkway will be constructed from the building entrance area to if } DRAWN BY the existing public sidewalk along Seminole Trail (Route 29), comprised of a concrete sidewalk with a 460mn striped crosswalk provided where the walkway crosses the private asphalt entrance road into the Site. A. FONTAINE E p E E DESIGNED BY aPrKINn1 I �` a OPTIONAL S-0•D525mm11 a m • A. FONTAINE 1 2 9EM1 SEAM • DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC • CHECKED BY version: Iznonz Version: Iz/1o112 ARROW - SINGLE ARROW - DOUBLE ARROW - EXIT • C. KOTARSKI NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED SCALE PROFFERS WAYFINDING GRAPHIC DETAILS N/A No Scale No Scale L,WN 2^cMu cRP DYP.) w c 5 rcMucnP crw.] � a I p J BBU W CMU BLOCK O I WALL(WP) V1 E _ 1 1 1 £ 1 E E U 5 N J p I I BOLLARD: I I PAwTTD � WTW n I I CMU WWL T TRASH ENCLOSURE WITHOUT ROOFLL 1zI oo I --I ENCLQSIIflE Il1yyy y$ 01 FOOTING; SEE 1 1___1_ 1____L___J____1____1____L___J_ 1____L____L___J____1____L___ FOUNDATION; LL_i _1__I _1_ I__L_i_1_I _J__i _1_i__L_�I g 4l /1I 2 PROVIDE LOCKABLE, FREEZE STRUCTURAL r--- - --- --- 7 ¢ SEE STRUCTURAL I --- IJ----1----L----L---J----1----L----L--- dd• OR G [�[� O IGHTFBRUREPOUE. PROOF HOSE BBB AS REQUIRED FOR SIZE AND I I R- FOR SIZE AND CUNT TO TOPOF BYJURISOICTION REINFORCING I < REINFORCING , , R� ¢-p \Q C ENCLOSURE WALL 10 2 BA:- I I I / CONTINUO EMNCRETE BOU.ARO J 1 E E s ITH MASONRY 31( Wmm1 (205mm)�__________________________________________ FASTENER. TO CEN MOON WAL FOOTING I I w ______________________ (SEE STRUCTURAL BEYOND; SEE I I } TJ r---------- ---- - l STRUCTURAL I I 1"ITI-FID-Aq0; E L___J Z @ AfiOmm SEE OETAILSTRE3 TTYPI z coV/ @ Q 4 DOWNSNo ONNECTED TO RAI HIT YSTEM •CMU0W A CONTINUOUS; CONGREIE FOOTING CENTERED ON WALLSEE STRUCTURAL) 5 22 Iml � r------------ 1 ---------1 rl STL 1 1 ATE SWING MIN. I 12 j FASTEN TO FOOTING 1F / ELM I 1 I I % r- CONCREIEBVB 1/TFLCORSLOP v `1, 1 LJ I I 1 � b D"(CLE ) r / i / 1 IZTasmml i I I 1 RENCH DRAIN; PgOVIDOVIDETRAFFIC LVANIGRAIN DRAIN AS j QUIRE BY URISDICTIONXTEACH TIED OPENING MRS E E - I I I 24 mHBH1 HEOIL Bl,BOmI ONTINUOUS I N3SID�� I I ` T 1 II � L J LJ � �I I I 1 1 / IL E BACK ELEVATION SIDE ELEVATION A _ C) U Q o ML LJJ m J � t N< w 3 Q C CORRUGATED METAL DOORS; N Q O- RNISH M IANTCH BUILgNG CANOPY u.J B'dLLVPNUE08TEEL TIRE; m CD 2 0 TOPSEAL AND PAINT TO _J CLOO MATCH DOORS (TYP.) ' Q L' Z U00 n2 o 2 z•cMu cA2 pYP.) U M E -6 C ,q TOMUCAP L, U 0 =O c Ie °' 3 GALVANDED GALVANIZED Z O LOCKABLE LOCKABLE 0O SUDEBOLT SLIDE BOLT m a 0 8• emu B' CMU BLOCK L BLOCK WALL(1VP.) P- m WALL (IVP.J O b O R BOLLARD; PgM BOLLARD; IPAINT E TO MATCH CMU TO MATCH CMU O .3 DOLWID; WALL WALL O. o PAINTTO (2)HEAVY DUTY j C MTCH CMU WALL CANES (2) HEAVY DUTY w :2 CANE BOLTS v, X C N � PAVING OR m C Ll I I I I I I I I II I � IF-H ������9��H-HI CONCRETE A O r___J__L___1ENCLOSURE IIFOCTING; SEE a___________________________________________________________I_L_1I___ c ggE STRUCTURALFOR gt �� ___1_ T I NR—ENCLOSUREX `O L________________________________________I ___ SGEAND g �Wa L III MOTING; SEE i } i J STRUCTURAL FOR PJ REINFORCNG --- ---- ---- --- I I E I I 8D3: MID RENRDRCNG O Di 9 BOLLARD FOOTING; BOUNiD V I I L---J SEE STRUCTURAL PCOTWD; SEE I BOLIMDFOOTING; N'p a _ L________________________________________ _+_J STRUCTURI- ----J L----J SEE STRUCTURAL YU � I ® f0 'a JOB NO. SIDE ELEVATION "B" FRONT ELEVATION N o ----------- - ---- - -- 47165 w 0 TRASH ENCLOSURE DETAIL SHEET NO. ON C1.3 0 E No Scale F­_ REBAR FND. ` S32°26'27"W _X `=' 171.64' `_ � ; �/ _-------- ----------------- -x— — WOODEN PRIVACY FENCE REBAR FND. —x--�--x— x— x --X CLEARS PROPERTYLINE BYO.3' OJ _ @) OUP -- - - - - - - - - - - -- -468_ ass== _L_- - --470_ \ \ \ \ \ \ O — — — - - - - - - - - - - - - - - - - - 467- - _ _ _ _ _ 1 - - - - _ _ _ _ — — — — _ _ _ - - _466 - _ _ NLAP _ \ \ �------------------------------- - -465- - - -I--_ ---- ----- -- _ \ P.RIVACYFEVCE \ ��_\ � _ - -- - - - -- ________________ __---- \\\\-__ \ENCROACHES ONTO_--����,\ \���� ��, -� _---------------- - - - - ---462_-as3----------_ -465---- \ -- _S_U�JC:6TP`OPERTY2.7_' -- ��,,,,\� ��,`\� �___- - - - - - _ ____----------- ---- - ----- - - - - -- - - _ - I_______________458- 459_460_-4s> _ �ANAGEDSTEEP SLOPE6 - - - _ ---- - _ _ — — — — — _ _ _ - - - - - - - 457- - - - _ - - - - - - - - - - - - - - _ _ _ _ _ _ _ ---__ -455- ass_-_--------------------------_-- - - - - -- _ �_--- -460- _ - -- --- - 4 -454-- _ _ — — _---- -- ---- _ _ - - -- -_ _ _ _ - - - - - - - - - _ _ IC - -452 - 53_ _ - - - - - - �._ 02 , -CRE - - _ — — — — — — — _ - _ - - - - - - - - - - -- - -- _ - ����\�� �-_---___ 450 Lj _ --___- -___________ _ ___ _ \ _ _ _ -448---9-- --- - - - - ---- --- - - -- -- -_-----------455- -----____--- _ - - -447 - - _ _ _ _ _ _ _ _ 4¢51k6--------- _ -- -- — — — -- - - -- -- -_ ^�� -_ _ _ _ 444 -_--_- — — - _ _ _ - �443 _ _ — - - - - - - - - - - - - - - - - - - - - _ 440 I_ ------ _ - - ---------------------- - - - - -- -I - 450 - _-_----___---- h _ _ _ _ - _ _ _ _ _ - _ _ _ - _ _ _ ---a38-_439 \ \--------------- _---- _---- _ �REELINE7Wx-aFEV€R.GBFENANDDECIQU9U8__ '- --- - __-437-_ _ _ _ �� — — — — --- --- --- _ '436 _ _ _ - - - - _ _ ` - - - - - - _ _ _ _ — — — — — — - - - - - - - - - - - - - - - - -- __4_ 435 _ _ - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - _ - - - _ _ _ _ - - - - - - - - - - - - _ -i --_ ' 433_ '-___ - - - _ _ --------- - - - - -- - _ _-_-- -- __ _-_-------__ - - �445 - -___-- '431-432 - - - ------ -I o - ll ITIMBER WALL -- - ---- - - - - -- __------__- _ - -_-_---y-------------------5------—-- ----� _ - ----_ _------------------. \ \ I F ` \ \ _\ 2.4' - 50'-REAB SETBACK- - _ _ - - - - - _ ; \ \ 4 ^��\ \ 5_1'REAR SETBACK — L 4 \ I 2%z-STORY BRICK OFFICE BUILDING WITH BASEMENT \I I I ^ / r436 \ \ BRICK WINDOW WELLS / 12' DRAINAGE*,EMENT I \ \ \ (TYP.) \ I I \ DB 1159, PG 232 PROPANE TANK \ \ \ FF =43a 50' I I I FF=439.43' I I I 1 \ UNABLE TO LOCATIF INVERT I i 1 I \ I i I I \ \ \ I / � i � \P BRICK PORCH I- I III I 1 I I I I 1 �` \ \ / I \ \ \ ---- �\ \ o .v \ HAND/CAPPED - v� - - - H------- �-- �--------� SIGN\ -- oI 71A^ ��/-/ ' F \\ \ \ 1 I a I\ I \ I IIi I I I II I I yNw \ \\ •,` I oZ \ Q� \,\ I� I \ \ \ � � I J � \ WILCOHESS, LLC h \ DB 2095, PG 615 TM04561-05-OA-01000 BRIRAN LLC ZONE: HIGHWAY COMMERCIALIIy I + \ \ I I DB 2732, L 169 hl I \ \ \! OIIIi I IL III\ I \\ \\\ \ If I /\\ \\\ �I. I \ \ \\ I I� TM 045B 1-05-OA -0 1300 N ZIIIi I I IM \ \ \ \ I \ ��`, \ \ ZONE: HIGHWgYCOMMERCI L I hy \ \ I n lyiv DROP INLET TOP=421.62�. I I o \ \ ! I \I \ \ INV. IN =4171' \ {I. i INV OS�F=417.0' �----------------r—. i I II 11 I IIII � \ \ \ 10.6' VIRGINIA TELEPHONE & I TELEGRAPH COMPANY EASEMENT'` L\�NDSCAPED \ I �� I DB 524, PG 645 AREAS i I I�\I_ 30'F-- SEITBACK \ II - \�-T DROP INLET �� / ' A \ \--------- ----- -I------ TOP=423-0' P� A�15 o \ 1 C O\ INV. IN =413.7' \ 1 f I- - - RONT /� ��0 / 1 \\ I \ 1 \ \ \ I �I \ I I i \ I 30 F- SET K 'm INV. OUT=412.4' - BAC 0 -- LL N4/L FND. ONLINE �<' \\\ l \ - - / - = = �-' a �I i% \ \ I \------- -- -__ - - - ------- / - - - - - \ I------- 17 88' - - - - - - - - - - - - �� _ I I -�=- ------ _`Nbs \ \\ /i , i \ i II I I \ \ LEGEND a - - - - - - - - - - - - — - - -`- �- DEX --- 7--------�-- ---\--------------------------- o�� ------------------------------------------------------------------ ---- ---- ---� - 1 \ _ \ I \ \ 1 I --- - _------------------- �t —din — — — — FE 80�' � c�S ; \ \ \ � _ --�--- - / 1----------- - -------= - \ I L n - - - - -tin din = \ / \ J - \ \ COMMUNICATION BOX ' \ \ �_`N \o \ _________ _____ \ Q2 � � o \ � 1 T _ SScoo CLEANOUT 8" SS 8" SS / \ A\ \ \ �__ ------------ S 18'PUBLIC NTCU -- COUNTYOFALBEMARLE I S ITA MH I ; ACCESS EA MEN I \ T �\ \ < / / FIRE HYDRANT TM 04561-05-OA-010A0 ; l UN =4254' I DEED BOOK 15, PAGE 406 6 4 i < \ \ \ / \ ZONE: HIGHWAY COMMERCIAL 7�INV. IN =4179' DB 5151406A , \ \ N \ �Nb \�� \ \ / SIGN / I INV. OUT=4177' DB 11591199 a -------__-- ' \ DB16781374`� - — - - — - - �- - L — - - - - - - - I _ _ \ \ \ :uo\ \ REBAR FND. 8-10"ORNAMENTAL TREES PUNCH HOLE IN \ N33° 09' 11'E \ �- \ � - - I \ I \ ,REBAR RESET vi SEM/NOLE LANE \ ASPHALT \ \ \ \ C (� \142.44' \ \ \ 0 z PUBLIC POB \ \ l ��/°56' 11"E \ ° VARIABLE WIDTH R/W \ !\ \ \ J \\ \ \ \ ` \ 31.52' \— LIGHT F Y�\ps \\ __\ --/11/ \--��/ \ \\\\ \\ S37°56'11"VV O \ \ \ — — _ _ — — I — — — — — — — — \ z _ _ - \ \ _ _ = s� o - / I I \ \ \ 3 \ \ \ \� EDGE OF PAVEMENT —�tDn— — - --F- —tOn— — - ton— — —ton— — 11 1 11 \ \ 1 - - - ton / / I I - - -tan- - 1 1 \ \ \ \ i MAILBOX -E7 \ \ Na _ 1Jn- - - / r i / I / 1 11 TEL 1zz� \ I \ \ son- UG JBOX / 1 MARK 11 \ w _ o \ BENCHMARK SET - - -1 tan- - - - - tnn- - - 3 \ \ �- —tJn— — - — —t`Jn\ ��� \\ \ CHISELED SQUARE IN TOP I \ I / I \ - - I I 3 / n / \ \� BACK qURB \ - \ ion - BACK - tOfi- - - - -tnn- - / \ to I _ / ELEVAT ON=426.46' \ , 1 I T - -.Lon— - - - - tin- \ / / `1 o \ ( I TRAFFIC / �- - -tin- - - - - t� -fir -tin- -�- - `\ \ 1 I \ /i - /�- -ton- - �- ton- - II \ \ ! // Inn- - - tin - -ton- - -tan- L - - I / \ / / —tin-- �--tnn-- I �-�—tin-C o I TO U.S. 1ROUTE 29 - �t �� _—= tnn— — —1Jn--� o I \ SEMIN06E TRAIL �I �I \\ VARIABLE lAIDTH R/W I STARM 1\\\\� \� ^ \\ TRAFFIC \\ /\ I \\ I \31 I SCALE I"=10' 1 \ \ \ \ \ I \ E / \ . ^ \ ❑ DROP INLET \ \ \ I \� _ 4 \ \ \HYD 0 10' 20' ET -�2�� �7 / / \\ i \ ------ -- %l INV.lNy(6�=425.5'---- o `----=�- --- - - -- \.�-.--- E —— 4—z-N--- — . 6' a INV. IN\_423.6' T ^ a \ I,L�g/ QFl I Y pr U CRAIG W. I. KOTARSKI Lie. No. 0402048507 on. 4/ 5/ 21 I i F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I5 z a Lu J J a O z0 I —I " N Z 0 Q W'�@ z@ a 1� O U O Mw J 3 N < C� a IN w CO Zo _j o cq Q (%) ` z aO X6 �-6 I v) JJ E- E � Y a w c m U O D U 3 Z z„ K1 0 LJJ � a 0 o Q3 a X C m o g„ A C c E� �g 06 a c MUM 0 JOB NO. w co m 47165 C V SHEET NO. n 0 C2.0 c E �_ z 0 0 2 Lu O T— REBARFND. ` S32'26'27"W ��X —X WOODEN PRIVACY FENCE 171.64' REBAR FND. LEGEND: —x—x� x----X ? a° ? v CLEARS PROPERTYLINEBY0.3' IO O ------- __________ ____________ __ — �� V G _--___ - -----------____---- REMOVE CONCRETE AP - - - - _ ------- ----- ------------ -- - _ _ — — _DI — — — — — — — — — — — — —— --------------------- ---------------- -------------- ---------- ` PRIVACYFEIVCE -'------- �\ �_-\\_�_ \ `�- ----- -------- ------ -------------------------------------------- ----___ — — — -- _ -- _ ___------------ — -------------- --- REMOVE ASPHALT - \ \ NCROAGHES ONTO _- `- \ \ --g Q — — \\\-__ CC -_, bo — _— — — ---------- ------------- --- — — _ __ — — _ _ ---- ------------ .__SU E-CT \ LROPERTY2.7,--------_ '_- ki, ------ _ _ --- — — — — — — — — — _ —------------------------------------------------------------- _ - — — ------- -- ----------------- -- --- _ _ —_ — — .MANAGED STEEP-SLQPES — — _ PAVEMENT REPLACEM ______ - -_________ ___________________ "-________________ ----------- ------ _ _ _ — — — _____ ------------ - ______--_______ ------ _ -__________ ------ ------ LLLL - _ \ \ \ ---___ -- ----------- — — —--------- -- - - - -- --- ---- --- - — — — — - ------ --- \ ---- \ \ ,, -- --- — — — — _ _ _ _ — _ --- ----- — — ---------------- ----------- ------- _ - — — _ _ _ — — x REMOVE TREE _ _ --- \ \ ;---------- - — _ _ _ r --------- __ — — — — — — — — — — — — , — --- ------ -- ------ — - --- - ---- — \ — — — — — 045B0.702 OA =0i100 — — Q --------------------- ------------------ — — — — — — — — -- — — o ----- --- 1 _ -_,;' _ — — — _ ----------- — — _ ----- — _ — --- — .■■■■■. SAW CUT ________ \ ______ -- - _ _ _ __ ---------- ---__ ______________ ____-_____ — — _ - --- - I____ ______ ____ \ \ �_-�'_ - _____ \ ___________________ __ ___ -- _______ - - - _ _ ______ ________ _________ ______ ___ ___________---______________ _____ _____ __ __ - ., \ _ _ ____ \ \-_______________________-- ```` -``` - - -— _ _________--_________ _ ____________-__----______-_ _---____-_ ----- --- --- - _ - - - - - - _ _ ______________________ ----- __ _ _____ ram- --------==-- 1 h _ ----- - --------------------- ---- — — — — _ -- — — REMOVE WAtt_ --- - --------------------------------- ----- — — — — F — — — ___ _ -------_---- _ _ \�' ------------ ____________ _ ______________ ______________ --�REF�INE_1JIIX'OFEV€R GREEN AND E ° __ - ----- —450- -________ — — — — — — — — — — — — — — _ ___ ___==ii_ -DE -- -- _ __ _ _ _ �____ ______ ___- - _-----"-- ----A-----A- ____ ---------- � � � � _ - .--- .------------'__--------------------'�- _�c w PUBLIC vc �\ ASPHALT LLLL _ ; '� . c . ;\; : (� `,142.44' I \`-Jf�I" I� ,— VARIABLE WIDTH R/W LLLL t :/,/. \ \ 31.52' \\ PAVEMENT LLLLLL — — S37 56' 11„W— \ REPLACEMENT L \ JOINT ---T \ \ \ 68. g8' `a\ 1`Jn—i— — 1'Jn za TEL en— —lon — — =ran— — — — — I UG JBOX MARK \ �\ \ BEA/CHMARK SET I z — —' lon— — — — \. \ \ �' \ I ° 0 ion— — — — _ d CH/SBLEDSQUAREINTOf� / 4 � G� \ BACKt�URB . ! l�n— qy/�J��In — — — — — — ELEVAtJON=426.46' \ �1 \I i TRAFF/C —lon— — T — —lon— — —l�n— \\ — — —ion— — _ — T o\. — — ion— — — ion— — —lr� l�n— — — — —len I — — — — ion— — T �\ \ �l�n--- 1�nT----ion---- I - ---- c� j{{iQi \\ ��\ 1Jir-----l�n—�---l�n--f --ion-----inn l�n— �lnn _---lnn-- 9I TO U.S. ROUTE 29 I \ \ — — — —l�n—T —� SEMINOLE TRAIL I VARIABLE WIDTH R/W I \ \' I / a M44STARM \ TRAFFIC / I \ SCALE 1"=10' 6ROP INLET r ���RE ^ OP 4 HYD A 0 1,0120 8' ate—INV. N_6"=4_25.5' oo —a — — — — — — — — — a_ _ 4_ _ oN423.6'INLET lNV. I _Q --- -----'a —�— ----ti -_ Ta— — —\ - \71 — \. 18" RCP �VsLTH QFl� I Y U CRAIG W. I. KO TARSKI Lie. No. 0402048507 O fin. 4/ 5/ 21 A Lm I rV Q N DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I5 z a 5 J W J a O z a N 3 Z N Q C`1 / O C Lu > J L z Z r 0 a U `o Mw _J 0 NJ 3 � a N w 0 O co o; a W dZ Q a0 o -6 c 2 mw E o a c m m U 0 D C7 3 Z 0 m O 1 1 1 m o ;o Qm a 2 X C N O d� A C c Eo � M 06 a c �a 0 JOB NO. ,on co N 47165 C V SHEET NO. n o C2.1 0 E �_ x- - -x- - �x WOODEN PRIVACY FENCE -x--�-x Xx-- CLEARS PROPERTYLINEBY0.3' __- --------- - 469 -- -47p- _ - _-- - - - -- ----- -- -------467--4--_- \ DILA _ --------------------- - -465- \ - PBIVACYAENCE' \`��`�``_ \ - ---- _------ ------- - - - - -- ---- 464 - - - - _----I------------ I\ENCRt7ACdESONTO__-',,`,,� \`-,,`-,`,; -_ - - - --- ---- ---- ------------ 462_-463----------_ �465- -'-- --- _ _ENCJOACHOPEY�Ta'2.7,--- \ _____ - ___ - - _ _ ------ ___-------____--------- - --- --- --- - \_- --_ - �\``,`------__-- ----- -460--as1 _ mPNAGEDSTEEPSLOPES----------------------------------- -- -- --- -45s- _ _r _-- _-`� _ ��\ `� �\__ \ _ - _ _-_----_ ----_ _458-- - ------------- - - - - - - _ - - ` - ` - - - - - - _ - - - - - - - - 457- - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - -456- _ - - --_ --- - - - --- --- - ---�__ -460- ---- -- -_------��`� \ ----_ ---___ -455 - - -----___---------------------_--- ---__ -453 -454- _ _-__-_-_ _ ---___- ---- - - - - -- 0.702-ACRE - - - - ------- - --- -.452._ _ _ - _ - - - - - - - - - - - - - - - - - - 450-451-----------045BL-Q5=0A-0011-0Q___---------___ - - - - - - - --- _ _- _ _ _ _ - - - _ _ __ _ 4S_ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ `44g �q - - - - - - - _ _ _ _ _ _ _ _ _ _ _ I- _ _ -441 _ - - - - -- - - _ 450 _ _ - 440 _ _ _ _ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - - - - - I - -438--439= ___-_- \-\----------------- - ---- _ _ --- _- - - - _-TREELINE70 -OFEV€RG13�EN----I---aUjDUS --__-_ - 1 ---_ �TW _-_ --437-_ _ - - - _ -__431.66- ¢35 _436-___ TW - --__ �W' `- - ----- - - - - -iw- - - -- - ____ ____-__ _- _-439.70'- _ _ _ _ - -434.9� ` - - - - - - - - - - - - - - - - - 496�81' _ _ - - - - 339.24' - - - - - - _ - - 4441_14- �445- _ - - -433 -434 _ - _ _ - - - - - - - - - - - - - a F- _ _ - _ - -_ _ _ _ - - - _ _441.83'_ - - - _ - - _ - _ 432- - _ � \ 431 5.8-3 i \ BW BW L BW - BW I \ BW 429.96' 430. \ 431.89' 433.24' 435.14' '�- -� 440 TC-j\ Q v TW \C - \ 120 \ 1.41' 428.96' \ ?9 \ \ \ �O Ww 434.32' - - \ I - \ I 119 TW T q3B- I2'DRAINAGE�SEMENT i 42B J TC \ \ TO 433.89 437.96-1 - \ DB 1159, PG 232 \ 1 I Tc ° \ p. 432.56' 433 Bw I \ \ \ \\\ 1 II 428� P\ 11711 \ \ ° �_ \ \ \ 32.30' i 435.26' 1 \ \ \ \ \ \ ° \ 433 I \ 427.83' \� \ 4 \ 430 428 \ \ 115 114 \ \ - - - 32 I N \ TC \\ I I I \ 4 \ \ 1 43 TC 431 431.12' T 116 29 0 430.7T TC \ ---------� \\ i m 11 4 C °&.32' 428.54' \ TC 431.30' \ II 42 0' p 28'�' 428.36'� . p ° 1 b ° 430.71' i \ - �.. III A42830' - _ I ° I - ° i UNABLE TOLOCA7L INVERT I b I I I 427'85 \ TC - \ \ \ LL I I 2' WIDE CURB I i v I FF=428.35 - 113 I \ i3 TC I �@f6 Tl�NflB3 I i I \ pc o ! - - - - I CUT FOR III 1 / 1 I \ 428.33' - \ o I \ I 436.63� 43�\ i 1/ I ,9 �� \ \ 432.77' I TW � 1 I STORMWATER I o I o FFE=428.33' OVER FLOW I I I I N I ° \ \ A�ff a33.83' I \ \ ELEV: 427.85 I I \ \ \ \ \ \ 12 I \ \ I I I I I I I I I I I III IN LP � I I \\ 112. \ 427.99' 111 \ \ 121 \ \ 430.62' I I \ \ 428.24' \ \ \ \ I \ \ I I TC \ \ - TC I \ 428.36°. I \ \ TC \ - - 431.55' I 1 \ ° 430.52' \ Ili I I 1 ` PROPOSED - I 110 \ \ TC \ I STARBUCKS -� - _ \ \ \ \ \ a31.41' III I I 1 J ±1,203SF� \ 1111 I I II I C \ FFE=428.35 \ W I II I 1 \ 27.70' I I\ N= Ili I I I I I I \ Z FFE=428.35' � CENTER OF DRIVE I \ I \ \ I I THROUGH WINDOW }Ili II DOWNSPOUT TO aw \ I 1 l I I I I a I ROOF DRAIN \ I \ \ \ I ' �' 109 \ \ \ 1 5.92' 0 11 1 1 1 II N� (TYP) 1 \ \ \ \ 7� \ 1 DROP INLET .III l i 1 I I I \�tP 428.31' 42k,�5' 428.59' \ I TOP=421.62�. a I 1 \ TC \ \ 430.21' \ \ V \I I I ` - INV. IN=417.1' I I \ \ ` - L I 1 \ \ \ - 427.83' INV O&F=417.0' I I X 10 I I ° \ a P� \ 19\ \\ TC \ B 3.42' - - 101 Liu I 10. 6'VIRGINIA TELEPHONE & \ 42X.67' \ \ \ I I 1 TELEGRAPH COMPANYEASEMEN7\ \ / -�--- I 108 \117�\ \\ I �DB524,PG645 /TC TC- $ \\ \\ I I\ 42842' \\ 8.1 428.32' 428.47' \\ TC I I \\ 4 6.82' \ \ \ \ \ 11TC 1 �EX I I\ \ .� \428.11' TC \431.23' 432119' I \ 590' I 1 \ \ \ 1 429.90' \ I \\ I i i\ \ T ° I I DROP INLET I \ �� \ o \ �. 1 7 Tc \ . T° p I I TOP=423.0'YT \ INV. IN =413.7' �0 i I \ \ TC �427 427.29' 427.31' TC \ \ 1 I I \\ INV. OUT =4124' / �� 15, 426.09' \ 426.78' o I J bs� \\ \\� I I \ 428.81' -- ------ ----- -i ----------------- ----------- I � II ------ OPE----------=------ -r--- ° \ a- _; FEDEX 633 S / 1 rC SWM A \ 426.79' 426:83' ------------------ \ ------------------------------------- T---TC- --- -----------i - \\ I \ - ----------- I Tw ------------ - c 428.63' - C--------- \ �4-GF OF 72' \ 1430.27' \ \ - 434.70' ___- Al. TC / STORAGE PIPE q�'� Nbs\ \sr m �ww -- 1 425.so' WITH WEIR PLATE w \ \ \ _ _-- --___- \ ___\ c i / / 2B \ P,gVF o a� c \ BW \ -__--_ �� 434.23' --� ------ SS 8 SS 8" SS 8" SS 8" Ss-8 SSA �Ci 18' PUBLIC \ \ M \ 1 ` \ \ 1 S.4NITAIPMH I ACCESS EAt MENT \ \ \ ANT C�'T bs \ \ \ J \ 1 TOP -4254' I N DEED BOOK 15, PAGE 406 7, INV. IN=417.9' `I DB 5151406A \ N / I INV. OUT=417.7' DB 11591199 \ I \ \ bs \ - - - - DB 16781374 1 \ \ O \ TC N--------- ----- 431.72' \ SEM/NOLE LANE \ \ \ PUBLIC N ary co \ \ \ \ \ \ \ o VARIABLE WIDTH R/W \ \ a \ TC \ \ \ \ \ 3 T& ' TC \ 427.29' 430.37' \ \ TC- a \ 426.68' \ I \ 431.19' \ \ \ \ - Z 427.20' inn- -- - . 9 - - - - -1on- - - - I 1 11 \I \ \ -lopes -- Z \ lOJn -inn- - - - -inn- n- a\ \ - TEL 1 \ \I - inn- - ! / I / / _ I 1 I MARK -son- UGJBOX /z \lnn/ inn- lon- BEion----inn- (D \ CHIS-4ED SQUARE IN TO\P inn- ---inn\ \ / n y\ \� BACK CURB 4\ l�n- ln/-F/C -- inn- - ELEVATON=426.46' \ - ! -inn- - - inn- -lsn- - - - ton- - - _ _ / / / + inn- - -1r� \n, �l- - -ien- - �--/inn- - -inn-- lo ion- / / -------! / 7-lnn� // ion- Ion / -inn- - T - - - lon- TO /U.S. )ROUTE 29 ° MATCH EXISTING \\ \ \\ y\--lnn-� I \ SEMNOSE TRAIL 1 °> �I VARIABLE la'IDTH R/W MASTARM I 1\\ ELEVATIONS \\ I \ II \I \ \ - - `\ TRAFFIC \ \\ F \\ I \ \ 1 \. - ^- \ ❑ ;-; DROP INLET - - - - \ _ +i 427ss Ex %_INV.\lN�(6�=4255' - - - - - \` HYD I` \ DROP INLET �/ / \ \ \ - - - _ _ _ _ _ - _ _ _ - - \ N 20.6' - INV. 1M=423.6' a p o ° o @@@ a SCALE 1"=10' 0 10, 20' 18" RCP e U CRAIG W. I. KOTARSKI Lie. No. 0402048507 on. 4/ 5/ 21 M E 0 � o N Vi N C > E w E Q LL ?+ 0 w - wo m,' l y L M Q J U co W J -ui W N U W v 3: 0 X N LL 0 Q v tiC N = U j F 0 O � N 00 � M C � � H vi o! D O (D D O o! 0 w w U Q z O 0 0 F DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W Z a J Lu n O o z = z Q� 0 a Q w �W z Z r 0 n p U n/ `o M w LL J 3 N < �t 06 a N wn0 co V o cq f Q Z Lz 00 o 2 ' ^ c 16 v, E- � � Eo fn a v L N m U O � m D 0 3 Z z m K1 0 LJJ m a m� o Q � 3 a 2 X C 0.0 016 g„ .11 A C Eo �M 06 MU MUM a JOB NO. w o 2 47165 C V SHEET NO. n o C5. 0 c E �_ ■ INTERIOR PARKING LOT LANDSCAPED AREA PARKING LOT LANDSCAPED AREA EXISTING TREE CANOPY AREA TO REMAIN TDCCC ® ULMUS PARVIFOLIA PLATANUS X ACERIFOLIA 284 SF 7,369 SF TILIACORDATA'GREENSPIRE' 9 PG232 \ QUERCUS COCCINEA MAGNOLIA VIRGINIANA SHRUBS CORNUS STOLON I FERA 'FARROW' 0 ECHINACEA PURPUREA J FOTHERGILLA GARDENII HYDRANGEA QUERCIFOLIA ILEX CRENATA - HOOGENDORN ILEX GLABRA 701 ILEX VERTICILLATA ITEA ARGINICA'SPRICH' PANICUM VIRGATUM'SHENANDOAH' (32) ECH PUR 7' (5t71TE VIR ,,00/ ///0 (26) PAN VIR Iml I , 0 psms �w= V� Sol N WE ,s!� A �� •• be I I I Mid no us' •� Lei ��I • • ► i ----------------- -- --- FEDEX BOX i c,S 1 i i a SS 8" SS 8" SS 8" SS 8" SS 8" SS T— S 18 UBLIC 2 ; SANITA�MH I (18) ILE CRE gCCESS EASEMENT TOP =4254' I JEED BOOK 515, PAGE 406 I INV. IN =417.9' ` DB 5151406A ;INV. OUT -41 DB 1159/199 L----_—__—_ i _ _ DB16781374 SEMINOLE LANE PUBLIC ` VARIABLE WIDTH R/W D U LAM ° (23) FOT GAR —J (3) ULM PAR (1) PLA ACE o .. / I I T E E- IX F E R N D CI 0 �I 1 \ \ I II I I I I i I I I I I I I I .I I I II I (28) ILE CRE . I. I I I • I I II I I I I I I I I I lI ' (31) ILE WIN I � I I I I I I I I I I I ' ANCHOR DIAMOND I PRO SEGMENTAL BLOCK - NATURAL COLOR I I I I g (1) PLA ACE I ' I ' , I 1116' VIRGINIA TELEPHONE & I T LEGRAPHCOMPANYEASEMENT D 524, PG 645 I I (12) COR STO I ' I I I I I I I I ------ I ----------- ---- - ----------------- �.------------------------ - 10n-- - —A.on — — —iDn—on I — C ---inn-- —jon — —� QII —inn— — iDn BENCHMARK SET CHISELED SQUARE IN TOP I BACK CURB Inn— + Bn- ELEVATlON=426.46' ` �1 �1� L�l TRAFFIC • p TO U.S. ROUTE 29 \�_ SEMINOLE TRAIL VARIABLE WIDTH R/W MASTARM \ �� \ � I 0 - - - lVF \7ti� --------------�-- ----------- (3) MAG SWE----- --— (4) TIL COR PLA ACE — —10n— — — - -10n— — TEL \ UG JBOX MARK \ —iDn— — — — I , 7 J� ^J — _----IDn-----ion—_ \ ----ion-----10n--- 1on----- ion— --- 10n— — —lr� 10n` — — — —10n— — — —Ion— — T -ion— ----10n-----10n I--tnn— I 10n �—tnn�--- ion- — —10n— — [Bryce — \ ion— TRAFFIC \ � 3 HYDI HYD o: o SCALE 1"=10' 0 10' 20' U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 4/ 5/ 21 vi 0 0 C7 0 O cc W w U Q z O Ln 0 0 Lu 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' Lu I I5 z a Q ? U C J Lu a OI Ion n z 0 Z' Q � c Lu ' J } W � W m a O U Q c `o Mv w J U 3 N< c� N w co Qav o V / o T E U d O U) z Z O I..L F 0 0 Q k 2 >> IOB NO. 47165 SHEET NO. 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 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 FRi AND OUTSIDE OF SET ROOTBALL FLUSH TO 1 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI V llIIVIL 1 Lf� 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 Y 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 CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL MULTI -STEM TREE -STAKING SPECIFIED VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD ,� PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A NOT TO SCALE FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS PLAN VIEW 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 PRUNE CODOMINATE LEADERS THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. REMOVE BROKEN, BADLY O • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR DEFORMED, RUBBING, NARROW 1 COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT CROTCH ANGLES, WATER \\ OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE SPROUTS, OR CROSS -BRANCHES. CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. Jam_ County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls; 0 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. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 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: 0 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: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 0 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: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) 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 Y 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 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES 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 BOTANICALNAME MAGSWE 3 MAGNOLIA VIRGINIANA PLA ACE 3 PLATANUS X ACERIFOLIA QUECOC 4 QUERCUS COCCINEA TILCOR 4 TILIA CORDATA'GREENSPIRE' ULM PAR 3 ULMUS PARVIFOLIA SHRUBS QTY BOTANICAL NAME CDR STO 12 CORNUSSERICEA'KELSEYI' ECH PUR 32 ECHINACEA PURPUREA FOTGAR 23 FOTHERGILLAGARDENII HYD QUE 8 HYDRANGEA QUERCIFOLIA ILE CRE 46 ILEX CRENATA - HOOGENDORN ILEGLA 261LEXGLABRA ILE WIN 31 ILEX VERTICILLATA ITE VIR 511TEA VIRGINICA'SPRICH' PAN VIR 26 PAN ICUM VI RGATUM'SHENAN DOAH' COMMON NAME SWEET BAY LONDON PLANE TREE SCARLET OAK LITTLE LEAF LINDEN LACEBARK ELM COMMON NAME RED TWIG DOGWOOD PURPLE CONEFLOWER DWARF FOTHERGILLA SIKES DWARF HOOGENDORN HOLLY INKBERRY HOLLY IA SWEETSPIRE VDOAH SWITCHGRASS INSTALLEDSIZE INDIVIDUAL CANOPY CAL. 113 CAL. 368 CAL. 471 CAL. 249 CAL. 36E IN. INSTALLED SIZE " HT./SPRD. )NTAINER " HT./SPRD. " HT./SPRD. " HT./SPRD. " HT./SPRD. " HT./SPRD. " HT./SPRD. " HT./SPRD. PER SPECIES(Lie. ATHOA339�i�A11041884996 W. I. KOTARSKI 10980. 0402048507 4/ 5/ 21 110' 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 174.0 / 50 = 3.48 3 LG TREES 5 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 4,003 SF 4,003 x .05 = 200.15 SF 200 SF 284 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 = 1.2 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 0.7 AC x .1 EXISTING TREES: 7369 SF X 1.25 BONUS (GROSS SITE AREA) 10% COVER = 0.07 AC 3,049 SF PROPOSED TREES: 5,421 SF = 3,049.2 SF TOTAL = 14,632 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. T HEIGHT VARIES WITH PL 12" MIN. PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING PLAN VIEW: 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 M E 0 0 rn u N Vi N C > E w ° E = y U. -, 3 ow- w 0 m6 U J t M a< J V m J - i d 5: 'Co) N Ln N R 0 W w v �O'x ne u- 4 a 0 Q C v _ NN = U > M F ¢ . c �^ o O1 N � M a � o w Vi 0 0 (D 0 cc cc 0 w w_ U Z O 0 r•� Z O i H DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' Z a Q U c J Uj m J N a O a i" z I- 4 C J a G W'�� Q 8 o V / } � LL.I n m z 0 MM a ,--I °U W o M w 0 " N Q U N w C/5 � m J Q o n Q Z a o J ` T E m U a 0 rr Z Z O LL 0 Q S. o a h 12 CONTRACT PURCHASER SIGNATURE L (DATE) 6/1/06 Page 1 of 1 SHRUB PLANTING NOT TO SCALE JOB NO. 47165 SHEET NO. L2.0 Notes: 1. All outdoor lighting, regardless of the amount of lumens, shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 2. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle. 3. All outdoor luminaires emitting 3,000 lumens or greater shall be equipped with a full -cutoff fixture 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 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 �0 0 0.0 0.0 0.0 0.0 b.a 01 b.1 b.1 b.1 b.1 b.1 b.1 b.1 fo 0.a 0.0 00 V b 00.1 0.1 01 *0 0. 01 01 01 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 b 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0..2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 'U.b50.0 0.0 �o 0.0_ 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 00 00 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.a 0.0 0. 0.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 I O.a O.a 0. 01 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 0.04 U.1 01 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 0.1 0.1 0.1 � 01 0.2 0.2 p� 56 0.2 0.2 0.1 0.1 0.702 ACRE 0058'/l .'9`%.-P11Vi 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1� 0.1 0.. 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.. 0.1 0.1 0.1 0.1 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 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 �T�i' 0.1 0., .2\1W 10A 0.5 6 .3 1T Rrrn o� ,�� 8 . 1� 9 -10.7 -'BY 0 . �1. CO�Q;9 �9, PG 232 % % _ 1J 0.1 .2 03 04 0.5 �.� '.0__be_' 1. 1 .2I1.0 12'DRAINA SEM , �. 0 U 0.2 '0.3' 4 0.8 .1 �7.7 2.5 7 7.3 1. 2.1 2.3 2.2 1.8 7.4 1.1 •1.0 1.2 7.6 1.9 . *1 - 0.2 02 �.4 0.5 0.8 1.1 /1.6 *2 2.1 ! 3.2 2.9 2.3 7. 1.3 •1.7 1.2 .5 2.0 2.6 3.0 2.9 o 1'F10.2 10. 0.310.4 0.6 0.9 '1.2 '1.2 1#3 11.4 •1.2 9.2 4. •.9 2.7 3.fi 4.0 3.7 2.8 20 • • 3 •.7 2.4 3.3 3.9 3.8 2. \ 1 �. 0 1 10 0. 0.3 0.5 0. .8 0.7 10. 8 i.0 '1.0 '1.0 ). 7.8 2.5 3.3 73.6 3.4 2.7 7. '1.4 9.2 ' 3 ' .7 2.4 3.6 2.9. 1 0. O.s 46 10.7 0�. �. � .9��.-a 2. 'i.a 'i.z ' 3 2.a 2.� 1� 1.1 � / 0 0.1 b.3 0.3 116 10.6 b.7 b.i 1.2 '1. '1.9 .0 '1.9 '1.7 '16 .P *1 ss III, © is- 0.2 0.3 i ','0.4 b.s b. b.9 .1 1 1: '7.3 1.1 0 1 7. '1.7 po 0 0.2 0.2 • . b.60 mob. b. 'i�.o ' .7 'i.t 'i.o b.9 b.9 'i. '1.3 'i.a 'i.6 0 0 PROPOSED STARE 6qKS02 02 b.3 b., b.s b.7 b.s b.s bs bs b. b.s 'i.o '1.2 '1.3 '1.4 '1.4 / FFE=428.35 a a a.2 b.3/b.3 b. b.6 b.s b.s b.7 b.7 .7 .e b.9 '1. '1.3 '1.5 '1.6 '1.6 '1.a 9.2 b.9 `eb.0 a I0.2 b.30 b.3 b. b.s b. .7 b.8 '1.o *1 -2 '1.9 3 .2% 0DH .0 ja.2 b.3/ b. '�% b.6 b.6 b.6 b b.7 b.8 '1.0 '1.4 '1.9 2.s 2.6 2.�1i.6�*1.1 0.7 0 o.a b.a b.i b.6 b7 b.7 .7 b7 b.9 9.1 '1.6 2.3 3.1 _ 3.4 2.O'1.SA.2 0.8 ,Id0.0 O. A. - _ 0.3 0.4 b.s b 9 b.9 .8 b.8 2 '1.7 2.5 3.5 4.7 2.9 '1.9 '1.2 0.8 @(5O 0- _ 0.4 0.5 .6 b. '1.1 '1 3 '1.3 .1 b.9 b b 8 .1 '7.5 2.7 2.8 3.2 13. '1.7 '1.1 b.7 r0) 0 0.0 0.0 0.1 0.1 0.1 0.04 ' 0 2 .3 •5 2 �' .3 '1.a 0.9 b 8 b.8' .0 '1.3 '1.7 2.7 2.4 2. '1.8 3 b.9 b.6 0.0 0.0 0.4 0.1 0.1 0.1 0.2 0.3 0.4 0.6 10. 1. 1. .6 1. 0.9 0.6 0.8 0.8 1.0 1.3 1.5 1.6 •1 '1.3 '1 o b.7 b.5 C 00.0 ..0 010 0.1 0.1 0.2 .3 .4 0.5 10.8 7. 1.7 1.9 7.5 1.1 0.8 0. 0. 0.7 0.8 0.9 7.1 11.1 1.1 0.9 1.7 0.6 0.4 rF 0.0 0. 0.8 0.8 0] 0. 0.4 0. , SEMINOLE LANE PUBLIC VARIABLE WIDTH RAN Scale: 1 inch= 20 Ft. ,_Ib0 00_ 0.0 0� .0 0 •o.t 0.1 0A-b.Y 0.2-•. 00 .5 M- 1.0 b. 10.� 0.0 1--8:Y $.4--0�0.2 -10 I.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1- V, 0.2 0.2 0 o. o. o6 o. o. o. o. e. e. �, -to TRAFFIC 0.8 0.6 0.7 0.8 0.6 0.5 �/.'S 0.4 "V.4 u 0.5 0.5 • 4I.fl • 0,4 U.110.3 0.3 0. 0.4 0.4 0.4 0 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 1 TO U.S R�U INTE 29 w SEMOLtl0.^TFAIL IA,ryfII VARBLE IDTHMRXTARM I TRAFFIC n 3 Mu FS TO RIVANNA RIVER UG JBOX M(@K U.S. ROUTE 9 1 SEMINOLE TRAIL NORTH BOUND LANE VARIABLE WIDTH R/W 0.0 o b_+ TELEPHONE B TELEGRAPH COMPANY EASEMENT Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description Filename 0 2 99407 SINGLE 3117 28 0.850 Single Asymmetric Wide Beam 99407 BEGA IES.ies 3 99408 BACK -BACK 3117 28 0.850 Twin Asymmetric Wide Beam 99408 BEGA IES.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description Parking Lot Illuminance Fc 1.14 3.5 0.3 3.80 11.67 5ft Grid PL Illuminance Fc 0.03 0.2 0.0 N.A. N.A. 5ft Spacing Site Illuminance Fc 0.51 4.1 0.0 N.A. N.A. 5ft Grid 0 � O O E J E O U E N O N Q M O a) Revisions T !/1 � U y 0O O O U d 0 0 ! �1 a d 12 � a U N tJp W C N d Q O p N OO�& y y N 8 E N- D E d T�p J � U �p3w N U D Nl E D D E O N 0 C N 2 U p C O J b N Y - V M _(D a 0 T o t m wa AYH N AL W w O I_ y y O p1W 0 N m��cc 'y J E S •I=v, we pC (D r C U U J O N M E. E J1 N O. E U N U O O I I Z r J Q LaNN c.i .O L a U L vJ r N O N N 04 Z (M L L ♦� a o 0 A c 2411 x 3611 Page 1 of 1