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Home My WebLink AboutARB202100042 Plan - Approved 2021-08-25Khristopher Taggart, Digital Signature Approved Plan August 25, 2021 STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045131-05-OA-01100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.59 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, VA24501 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] [THE REQUEST TO PROVIDE 12 PARKING SPACES INSTEAD OF 15 WAS APPROVED BY THE ZONING ADMINISTRATOR ON APRIL 22, 2021.] 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 LOTH EDITION Trip Generation for Starbucks - 2231 Seminole Lane FINAL SITE PLAN - SDP202100020 REF: INITIAL SITE PLAN SDP202100005 ALBEMARLE COUNTY, VIRGINIA LOCHRIDGE TILLS 3/22/2021 DoubleTree by Hilton Q Hotel Charlottesville Sam's Club Q QUrr Walmart Supercenter Q 659 Jim Price Chevrolet Q PF 659 `/ Charlottesville Bowlero Charlott�- ville Albemarle SPCA O WOODBROOK CROSSINGS CONDOS z 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 rNMIgMR149[61MARAIM RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,150 SF/100 SF = 575 GPD AVERAGE HOUR: 575 / 24 = 24 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 24 X 3 = 72 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 72 X 2 = 144 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,150 SF/100 SF = 575 GPD TOTAL GPD = 575 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 ©Skrimp Shack Order DoorDash Q�Google /,- PO/O Grounds Rd Honda Primary SITE LOCATION GO"a off} GlouceSih RC o� s6Q, VICINITY MAP SCALE: 1" = 1000' 0 Monticello United Soccer Club 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 lim-01iiiii RI 1.1.1iiiine III C4.0 LAYOUT & UTILITIES PLAN C4.1 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C7.0 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS L3.0 LIGHTING DESIGN PLAN L4.0 LIGHTING CUT SHEETS TOTAL = 15 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 Ypi,, I° � C� �9 U CRAiG W. J. KQ±ARSKI Lic. No. 0402048507 B/ 10/ 21 4w vi o_ 0 0 cD 0 0 o' 0 w w U Q z 0 K 0 r z O a U m w 0 z O m > w (Y w Q 0 DATE 3/22/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z a N J W 0 N J n 0 n z 0 N a a Uj v) z r p U 1 r I LLJ n z `o > M w � O 0 N a U3 N w m = o Q 2 (n a T E D U D_ 0 D co 0 w Z 0 DC JOB NO. w 47165 N n SHEET NO. CO.0 L 0 Y z z O LEGEND m STORM PIPE & STRUCTURE NO. F�O�� DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . . CLEARING LIMITS - - 200 - - - EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT SEWER S ------ EXISTING SANITARY SEWER WATER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT JUNE 27, 2019 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 VVITNESSED 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, 2015 VIRGINIA CONSTRUCTION CODE, AND 2009 ICC/ANSI Al17.1-03. 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 VVITHIN 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 SE202000029 APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ON MARCH 17, 2021. THE FOLLOWING CONDITION APPLIES TO DRIVE -THROUGH WINDOW HOURS OF OPERATION: 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. 4" TOP OF CURB R=2" SURFACE 18" BASE VDOT A-3 CONCRETE CONTINUE 21B STONE BASE SUBBASE FROM ADJACENT PAVEMENT SECTION UNDER CURB " VDOT STANDARD CG-2 CURB No Scale 2„ R CONC CURB AND GUTTER CLASS 3A, ° (Pc=3,000 PSI) CONCRETE 6„ \ . 4 a a 1":1' -� 13" a a a. / a 7„ \ dd ca a d - . r o 4" MIN. 6" 6" 2'-0" CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved 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. 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). U CRAIG W. J. KOTARSKI Lie. No. 0402048507 aI'I. B/10/21 < � vi 0 0 0 0 CC 0 w w_ U a z 0 0 0 r•� H Z O a U U 07 W 0 Z O rn w w Q 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z a J W J O n � z`o c H� N c- '^ a Q vJ c LU ' J Q V / Z r \� O U l.l..l n 0 0 w J 06 3 Q a �yww o CO J � o X 2 (D ' Q O 00 6 c ~ V/ Y a� �N m a � U o= w� L7 D Z 3 M co Z m o� � a � w Q 2'§ n r d � X� h X C d dh 0 0 V U 06 2c 10 a 0 0 0.2 JOB NO. 47165 =8 SHEET NO. u 0 C1.0 t E F_ 2" ASPHALTIC CONCRETE SURFACE 4 COURSE - SM-9.5A4 ©KNOXM {nox-Box® 3200 Series P PEA r®F k •RwR.PN�M„"�,9„ HINGED DOOR MODEL HALF PLAN VIEW /F1-1 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID Receel Mount High Security InclustriaVGovernment Key Box 4'-8"- ( w THIN KN (NEENAH R-1975 OR EQUIVALENT) 10" TYPE 21-B AGGREGATE SUBBASE COURSE �^C G with Face Flange - o o V` 1 ��'\\\ 3" CONCRETE COLLAR G7 � 2'-0• CRUSHED STONE BEDDING rr^^ aA U CRAYG W. J. KOTARSKI Iy _ _ ® Front View LiC. NO.0402048507 m �¢ Surface Mount �E 5" LL 1 6" DI CLEANOUT COMPACTED SUBGRADE � 8110121 (E Heavyl/b'Thick SteINIE55 SEE STARDARAD SL-1 FOR APPUCABLITY OF SAFETY SLABS. 5talnle55Steel Steel B I B lock cover _ 4 Door Hinge STAANDDARDR:OVER NOTE: L I - 1 1 PLUG AT END OF LINE THE TOP OF MASONRY 5 TO BE LEFT J SUFFICIENTLY Low TO TO PROPER _ j _ _ _ _ - DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS Ni Hole for © ADJUSTMENT OF COVER AM FRAME TO l tamper Seal o- - BRICK AS DPECTSE OF MORTAR OR D BY THE ENGINEER. 1/2"Solid plate F / " 2._Q:: .} O o „„e9a6° L CLEANOUT DETAIL LIGHT DUTY ASPHALT PAVEMENT SECTION N N The number one high -security KNOX-BOX® is used for most 4" Solid Steel housing 4',0" No Scale o 100%Welded Er " ON STANDARD T-MH-2 BY No Scale E TA commercial applications including businesses, SCh001S, 3200 Surface Mount °� T • SUBSTITUTED FOR TAPERED 2 -`�` - SECTION WHEN APPROVED BY W = governmentand public buildings, community associations and ;ir~ THE ENGINEER. 1.5" ASPHALTIC CONCRETE SURFACE x - HALF SECTION A -A I- LU ,>O 3 apartment complexes. The 3200 Series KNOX-BOX holds keys, ST'D.ST-1 (WITH FRAME AND COVER REMOVED) COURSE - SM-9.5A W w r. A IAi: A BRICK CONCRETE SIGNAGE NOTES: Q J o 3 cn access cards and other small items necessary for emergency Front View aide view 2.5" INTERMEDIATE BASE COURSE - BM25.OA W access. T' WIDE g" DEEPS NO7E5, 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST ¢ W v w Z The hinged -door 3200 Series KNOX-BOX is more convenient BEVEL 45 1. QUANTITIES SHOWN ME FOR MANHOLE CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: w H - C, O g WITHOUT PIPES. THE AMOUNT DISPLACED 8" TYPE 21-B AGGREGATE SUBBASE COURSE > °1 O II Duel Gaye, - BY PIPES MUST BE DEDUCTED TO A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES P a o N U than the lift-off door version because It allows single-handed operation and opened or closed, it's all one unit. 100%Welded C, I �•- Features and Banal • Holds up to 10 keys and access cards in interior ] HIGH © O ® 4" CONCRETE FOOTING -� - compartment • • Ensures high security. Box and lock are UJ Listed • Includes aKnox-Coal proprietary finishing process Flange r•••OVAETER-4'-8"1•R2 WALL THICKNESS SECTION B-B IF - T'XT'Range that protects Knox products up to four times better (recessed model only) (Tece55ed BRICK CONCRETE OR than standard powder coat model on y) CONCRETE BLOCK • Resists moist conditions with a weather resistant door TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YMDS 4 0.5 0.785 1.437 5 0.7 6785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 .7 0 85 2J4] 10 1.8 0.785 3.009 11 1.9 0.270 3.455 12 2.2 0.970 3.817 13 2.5 0.9]0 4.1]9 14 2.8 0.9]0 4.541 15 3.1 0.9]0 4.903 16 3.4 0.9]0 5.265 7 4.0 Ln3 fi.o3z INCREMENT 0.45 0.582 OetaN TRUE QUANnnes. 2. A BASE THCKNESS OF 9" WAS USED N 24n ' B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. w M Z H a.+ 7 a COMPUTING CONCRETE QUANTITIES. EACH 3 IMgTIONALSFOOT C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. ~ M v LL V Z OF DEPTH. D. THE 2000 INTERNATIONAL FIRE CODE.\\/\\\/\\\/\\\\ 4. MATERIALS MAY BE OR APPROVED CONCRETE MANHOLE BLOCK. On _ N cA 16 Z O U 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID COMPACTED SUBGRADE = > O 0 5. IF BLOCKS ME USED THE MtA M THICKNESS OF SAME IS TO BE W. CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY Q � r r_n TO WPLLTHER HICKNESSES ARETNCKNESS 9IOWN FORE WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 0 N � Z m 1r CONCRETE. 6. ALL CONCRETE TO BE CLASS AT. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ce a W O 7. WHEN SPECIFIED ON PLANS THE MVERT Is TO BE SHAPED N 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE O W Z ACCORDANCE WITH STANDARD IS-1. CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST � W -+ THE COST OF FURNSHNG AM PLACING ALL MATERIALS ICDENTAL TO THE GALVANIZED BY THE CONTRACTOR. -+ d O Q SHAPING FOR TO BE NDLDDD IN THE BD PRICE FOR THE STRUCTURE. k W Q C4 h m HEAVY DUTY ASPHALT PAVEMENT SECTION �; 3200 Recessed p y ■L 12.1 MAX �'S y 12:1 MAX 8 ,° WITH BUFFER STRIP 5. WIN / .. LTRMSITION BETWEENDIFFE° PIPE DIAMETERS WHO METHOD OF TREATMENT IN DROP INLETS PIPES ARE SIZES OF PIPES ME ENCOUNTERW. a V 17 CHVY UU I Y IMVIV I.AKt I C NCI.. I IVIV • • • • CHECKED BY C. KOTARSKI SCALE STRIPING AND SIGNAGE DETAIL No Scale NO Scale NON -SLIP BROOM FINISH RAMPRAMP A Mom, \ _ VHKIHCSLt VVIU I rl- I /V/A TRUNCATED DOMES 13`I M'>a ; a ° MAX. CROSS SLOPE 2 k ~'ll Y/: s'MN SHAPING OF ARMHOLE AM INLET INVERTS IN ADCOItOANCE WRH 0 • SEE SHEET 10F 5 FOR DETAILS \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAM ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF • f'j' 5'-0" MIN STRUCTURE. OUTLET PIPE 4 1yI SHAPE TO MATCH FACE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED �� .•1' PAVEMENT _ • BACK OF CURB OF ROADWAY MAX 9 CURB WITH BUFFER STRIP __!!!L_ N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. < THE INERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e / / / / 20:1 46 :1 5'MN PORTLAND CEMENT CONCRETE MIX COWCRNING TO CLASS M OR / /�\/��// - //\�/� • pX, CLASS Ci, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE . .T', • �\ \ o \\ 12'1 M IP TO 4" IN DIAMETER AA CONSIST OF STONE, BROKEN BRICK, 12:t MAX. 4• �- BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE 2'MIN. a OF THE BE LEFT COARSE MDOTTH BY MEANS OF SHALL REMAIN EXPOSED.WNG. NONE I �I ..:%::: • �2'� \ a \ \/ SECTION A -A O DETAILS OF INVERT SHAPING AS SHOWN HEREON PIKE FOR EXAMPLE - ° �/ / i WITHOUT BUFFER STRIP PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED --- CURB TRANSITION DETAIL 4" 3,000 PSI AIR -ENTRAINED PERMISSIBLE MIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONSTRUCTION ; CONFIGURATION AND FLOW LINES. JOINTN 3 SECTION B-B No Scale CONCRETE am LU 0= 1 0 PLAN COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER 5 METHOD OF TREATMENT IN MANHOLES a SECTION B-B CURB s, caosswALK �uppT SPECIFICATION NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 'A STANDARD METHOD OF SHAPING REFERENCE sIGN A 4'501 LANDING AIEA ROAD AND BRIDGE STANDARDS ACCORDANCE WITH VDOT STANDARDS. :y SOUTSIDE H&LB°rTR"°ELW"r MANHOLE & INLET INVERTS CROSSWALK CURB) SHALL BE PROwDED FOR SHEET 1 OF 1 REVISION DATE NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. PfRPENDICAA CRe55WALN 302 STD. U POST III TXE NNIXEO d SEE SHEET I OF 5. J' CROSSWALK AEA 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB GALVANIZED - IS LIMITED TO 15 FEET,REGARDLE55 OF THE AT INTERSECTION 5'S10EWALKTRIP DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS SLOPE. WITHIN CROSSWALK W TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 6" CURB 6" CURB 0 4 6 1 5 7 2 5 6 3 6 9 4 a 12 5 10 15 6 14 5 LNENG 49:IMA. DIAGONAL PLACEMENT m LiNNEING ,a:IMA.LANDING .e,MA. CONCRETE SIDEWALK PAVEMENT SECTIONCL cum CONCRETE BUMPER BLOCK CONCRETE BUMPER CIL 0 area BLOCK AS NOTED O CROSSWALK ��•( _ CURB ANCHOR WITH 5/8" REBAR No Scale M� T °* CROSSWALK 12" IMBEDDED 24" IN GROUND s _ y Am. ON C4.0 R_ GRA55 n N n HANDICAP SIGN CONCRETE =D� g LOCATION AN `- 1"' -1 ` N WITH BUFFER STRIP OR CURB (V ) CONTROL JOINT SPACED REFER TO VDOT STD STP-1 DETAIL a 99 WITHOUT BUFFER STRIA' FOR MOUNTING REQUIREMENTS III AT WIDTH OF WALK (MAXIMUM) Q U) o VI)OT SPECIFICATION 4 -'I c CG-12 DETECTABLE WARNING SURFACE REFERENCE 2 EXPANSION JOINT AT MAX w J s ROAD AND BRIDGE STANDARDS } f OF 30% WITH PREMOLDED > SHEET 3 OF 5 REVISION DATE TYPE NI (PARALLEL) APPLICATION 502 FACE OF FACE OF - Q = 203.07 07n6 VIRGINIA DEPARTMENT OF TRANSPORTATION soz CURB CURB EXPANSION FILLER 2! m CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: 120 M 18' 18, CONC. WALK O W HYDRAULIC CEMENT SIDEWALK (DEPTH I INCHES, AREA IN SOUME YARDS) ET)/ ' Ti GENERAL NOTES: DETTEECTABE HEN RWARNING SURFACEQUIRED (CG-2 ER(MEA IN SQUARE LINEAR YARDS) PAINTED 4" U o 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOLES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. PER 4„ PAINTED w O 2. DETECTABLE WANING SHALL BE FROM THE MATERIALS APPROVED LIST FOR III -III -III- IIIIIIIII-III- J ^ DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX VDOT STRIPE !" t4'- a. " :' • a' ^. .. Q ' 3 THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX °' XN' -:.-- _ '•'a •'.•e.!•.° •. - C WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPEC. (TYPICAL)' "" "' •': ` 'e • " ' • - '° - = •". ' U) 'OOL SPECIAL DESIGN SECTION FOR APPROVAL. l 9, y V • '.� ! .+ .y : °- �.)'^'•l •_ _ Z ry i, J. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• R�� - - ' •' N C0 w = O FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. � � x 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO ACCESSIBLE SIGN AND POST DETAIL J 2U) THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10'1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ' Q O 2 Z 5. REQUIRED BAPZ S ME TO BE NO. z 8" PLACED 1' CENTER TO CENTER ALONG TYPE A No Scale \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ L 0 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINMUM PERPENDICULAR HANDICAP SPACES REGULAR SPACE �� 2 CONCRETE COVER 1/2". o y 0 _ 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 1 4" 21-B STONE 7 ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN TYPICAL PARKING SPACE DETAILS RESERVED FIESE ED COMPACTED SUBGRADE `�/' E _O 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12 -'� No Scale PARKING PAAKNG i BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX CONCRETE SIDEWALK JOINT DETAIL he AN ACCESSIBLE ROUTE WITHIN THE RIGHT ER WAY AL A HIGHWAY FACILITY ' o CROSSES IS CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, D_ O OR NONEXISTENT. THEY MUST IR LOCATED WITHIN PEDESTRIAN CROSSWALKS No Scale 0 C 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 0_' N PARALLEL EXISTING PAVEMENT PROPOSED PAVEMENT HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL v'r l F Z m ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED' / AND USED BY PEDESTRIANS. m B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 MAX 0 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AM T _� a- SAWCUT THROUGH (L MATCH EX. CROSS x THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1..❑ 12:1 MAX ; ce J ID PERPENDICULAR TO THE CURB. V Y xx AV a -I U EX. SURFACE mil SLOPE UNLESS OTHERWISE W�y1VDP1akTy W10Ma.WKL��C 2' FROM EP ~ t 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOICANNOT COURSE x 0-iJW' E $M-$URE O ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK x W SPECIFIED ON PLANS �N-5 TRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY ;'MIN AT*,2" HIGHER THAN w &REMOVE TOWAWAYZO)E TOW AWAYZOhE G$ TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHAPED USE PATH, AT x: x: ,SANE AS TOP OF CURB PAVEMENT 2' MIN. PROPOSED 7 1/2 6' LENGTH c THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.00 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C SURFACE VAN in > Y A 4'a 4-LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR I 2 w 2 INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS Wx 4' "+ COURSE 6' ABOVE A • 6' ABOVE 5' O LANDING AREA MAY INCLUDE THE GUTTER PAN. - x TRUNCATED DOME 0.0 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1. ill i V. C-C FINISHED FINISHED N -T CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE O EXISTING GRADE GRADE 2 - WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 1 THE BACK OF CURB. �`- � 0 0 0 0 o O o O o 0 0 _ PAVEMENT ANCHOR WITH 5/e' REBAR ,D�, o 0 0 0 0 0 0 0 o SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR IMBEDDED 24" IN GROUND; LANDING RAMP + O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �o d e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o J PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING 2 PER WHEEL STOP E 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 MILL EX. L=i g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) O SOY. 651.. OF BASE DIAMETER SURFACE COURSE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL v TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 // �j �j �j �j �j �j �j a DETECTABLE WARNING o SAWCUT EX. BASE COURSE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. \ \ \ \ \ \ c AT BACK OF CURB "-1.4" VARIABLE FULLPAWIDT MI OF RAMP FLOOR _I EDGE OF PAVEMENT AGGR. BASE \//j\�\ ��o a SEE NOTE 12. BANE DIAMETER - JOB N0. A ❑ DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN INSTALLED ON A RADIUS DETAIL DETAIL NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 47165 �VDO'T SPECIFICATION A O ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE PAVEMENT REPLACEMENT JOINT DETAIL PARKING SIGNS FOR THE DISABLED PRECAST CONCRETE WHEEL STOP SHEET NO. ao SHEET 10F 5 REVISION 203.05 O7/1DATE (GENERAL NOTES) 105 N N 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 C1.1 No Scale No Scale No Scale F ,E NON TRAFFIC INSTALLATION DRAIN BASIN INLINE DRAIN NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN OR CRM DDO� MINIMUM PIPE BURIAL DEPTH PER PIPE 3 VARIABLE INVERT HEIGHTS MANUFACTURER O RECOMMENDATION AVAILABLE (ACCORDING (MIN. MANUFACTURING PLANSITAKE OFF) RED. SAME AS MIN. SUMP) (')ADAPTER ANGLES VARIABLE O°31 ACCORDING TI P NS (CORRUGATED HOPE SHOWN) 4• MIN ON 8'-24' 6" MIN ON 30836' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (4) VARIOUSTYPESOFINLET&WMUA➢APIFRSAVAILABLE: GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, V- 17 FOR CORRUGATED HDPE(ADS N-MIANOOR DUAL WALL, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASIM D2321. ADSRVJNCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SOR 35), BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PVC DWV(EX SCH 40), PVC 09DGH905, CORRUGATED& RIBBED PVC THE BACKFILL MATERNAL SHALL BE CRUSHED STONE OR OTHER PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CLASS II, OR CLASS III MATERIAL AS DEFINED IN AS18A D2321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SWILL BE CLASS II, OR CLASS If MATERIAL AS DEFINED IN ASTM D2321. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. BEDDING & SACKFUL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. 1 - GRATE39OUDCOVERSHALBEDUCTILEIRONPERAS1MAi13GRA0ET030U5, MATS WHICH DAWNBY C.Lt MATERIAL 3+xVEgIX4AVE W NH THE EXCEPTION OF THE BRONZE GATE. TXI9PRINT DISCLOSES IN MISPRINT HASPSPRiETAECT THE NriORART HAS PROPRIETARY RIGHTS TIE RECEIPT BIRORD.GAx911 2 - FlMAIESSHALL Bf DUCTILE IRON PFR ASThIA598 CdMDElObllG6 HERHICH NnOPu9rw5 PROPRIETARY RIGMS. THERECEIPT PRIETAECTfAAIS T 1 N FTII PRINiO E N T NF ORPOSSE930 0 S 0 S 0 CO ER �'� '�" PNX RIZTW In91 3-DRAINS INTOMOU3TOMMAIIUFACTUR ACf INGTOFINICETNIS. N N i F ORPOSSE39WN OFT IS FRINTDOES 0 LON ER. TRM'SFER OR LICENSETHEHUSE OF THE DESIGN 0R r4y ast' FAC p7019II�Nx ISINSOVERx'pUETp 91ATANGIE3TRICTNXY3. TECHSFER OFORINASETHEUSEOFTEI DESIGN OR ONANHREIN TEPRODUCNICAL. HEREIN pEW9Ep BY MR PROJECT NOAMIE ✓ wxx.nybMaWX.mm WEDMWINGFEp7Wl-ll SEENAGE HEREIN NRINT IONOF THE PRINT OFaRMAnoN GF.OR TIiIE a . ONECTIONIEMS TIGHTNESS Tp CONNECTION RECHNICAL PRODUCTION OF THIS REPRODUCTION OF THIS PANTACTUR wF O ONTAI EDHE UR OF MY CONTAINEDMANUFACTURE CONTILE MiE OSifaO ORNX BASMbIXtIXE GRAN CORRUGATED HOPE Bf91bHAHGOR OOPL WAIL gal D3 12 FOR CORRUGATED HOPE ADSI Ag I. AFI2HP. MY HEREFROM. FOR THE DISCLOSURE ARTICLE HEREFROM. TO OTHERS NONTRAFFIL IXSTAIIAIXIX PVCSEY N12HP.b PNCSEWER. ARTICLECONTAINEDHEREREIN, PON THE OBACLOGURE TO ARTICLE HEREFROIA, FORTNE pISCLOGURET0OTHERS MITTEN YSPECIFIGWRITTEN B SPECIFIC ISFWSIKOEN,OM S ADAPTERSCEN MCUMMIGNANI.ONGLED°Ml-11.TODEIERMINE MINIMUM ISFORBIpOEHOMINIGBYAS". CWAniRI NNIU PERM19610N FROM NYLOPlAST. xrwAar DWG 817E A SCALE 1:M SHEET 10i1 OIYG NO. M01ai6111 REV F ANGLE BETWEEN ADAPTER39EEDRAMNG N0.71B1-110012 PERMISSIIXV FACMNtiQPIA$T. oxiaxrl0nal GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824" IN a•• INITIAL BACKFILL aza IN all MIN MIN. MIN MIN. O \ O 6" BEDDING #68 STONE * STABLE SOIL ROCK AtSCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a' INITIAL BACKFILL 4 MI UNSTABLE s" a" a., e" SOIL MIN. MIN. MIN MIN. 68 STONE -�'> -==GRANULAR FILL AS _< APPROVED BY ACSA ...I _}'.rts 5 . ....I.•.. bCK STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL &THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 1-1 WAIN WIDTH GUIDELINE 8'MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, BOTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7DO1.1 10.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE BASED DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MANUFACTURING REQ) d' MIN OR OPTIONS 1 LOAD RATING PARTS DRAWING# PEOESIRIAN MEETS H-10 1298CGP %N1-it0.2tP STANDARD MEETG H-ID 12990GS 7001116203 GOLIOCOVER I MEETS HA 1299 7031-116206 PECESTRIAN ofies, WA IMW B 7001110205 DOME WA VHBLYiO 7001110206 DROP NGRAIE LIONr DUTY lmm 7001410921 1201DI APPROX DRAIN AREA =39.75 SO IN APPROX WEIGNT=15 LIES 014.95 1.25 T 011.64 DIMENSIONS ME FOR REFERENCE ONLY ACTUAL DIMENSIONS MAYVARY DIMENSIONS ARE IN INCHES DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAYVARY x; MAT 31UWRONAAW BIRORD,unno THIS MIWDIBODBEs3UWI MATERRIWHICH xnoRnsr HPS PROPRETARV RIGxiS. THERECEFT DAMIff AQUA MAM ML 3130YEROAAVE BUFDRD.GA3psx 909 PMI(M),3 m ' FA% 93}21x 17T% N o ast MdudWm '"'"w'n GRATE HAS LIGHT DUTY RATING Q ITV: MATERI HALL CONFORMT E7 UAL ALSS TOASTS! A538 GRADE OSDD5 PAINT: CASTINGS ARE FURNISHED WITHABLACKPAIM OR POSSESSION OF THIS PRINT DOES NOT CONFER, H TRANSFER,ORUCEN9ETHE USEOFT EOE91GNgi x TEC NICPL INFgiM4TI0N3HONN HEREIN DATE 3Sx PXNIT7019322AM FA% Ti0 932-2490 N to ast I 1 Y www.n ro leawe.mm DIMENSIONS ARE IN INCHES GRAZE MEETSERIA LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A535 GRADE 70.`D405 MH PROJECT N04MNE REYI9kD BY END PROJECT xO.MAME y P TITLE SIZE OF OPENING MEETS REQUIREMENTS OFAMERICAN DISABILITY REPRODUCTION OFTHIST OR INFORMATION Corv7Am6D xEREIx, DRMAxuFACruRE OFPNY TRUE PALM: CAB RINGS ARE FURNISHED WITH A BLACK PAINT ++8 12M OIWN BASIN WICKSPECNSTAWION DETAIL ACT AS STATED IN FEDERAL REGISTER PARTIII, DEPARTMENT OF JUSTICE, 28 CPR PART 36. EXC ,Fat THE O13CLOSURE TOORIEP3 IS FORBIDDEN, BYGPEC6IC WRInEN PERMIS DATE NS-1+ 12x OROPN LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7w711D4M3 A SCALE 120 SHEET 10F1 mm mi-iietx BABY E ION FIRWEPT PERMISSION FRCMNYLCflA$T. xnwAn �� A SCALE 1:6 SHEET tOF1 DWG N0. 1x1410031 REV D i i SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEE CLLYD. CU.YD. BEND L H I T L I H I T BO 250 2.50 3.01 0.24 4" gt 6" 45 200 2.25 260 0.15 200 225 2.50 0.15 221/2 1.50 2.00 Z52 0.10 11 1/4 1.60 2.00 2SO 0.10 90 3.66 3.16 3.21 0.48 45 2de6 2.66 2.77 0.25 8" 22 1/2 1,68 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 BO 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 Th-A AIb@OIO&COul Hydrant Flow Date of Report ServiceAuth4rity 3/18/2021 SIx,iWrrj&.gTest Report 16ge,wonp Revd Cs"orn" sn I., vA 223N (1.)9771511 Location SEMINOLE TRAIL Pressure Zone URBANRING Date and Time of Test 3/18/2021 11:02:00 AM Minutes of Flow 1 Pipe Size (Inches) 12 Pressure Hydrant 11787 Static Pressure (psi) 105.5 Residual Pressure (psi) 87.2 ICI Q20 Looped L Q20 Multiple Inline Hydrants `-1 Q20 Single FlowI LA Sprinkler Test Single Flow Flow Hydrant #1 11137 Pitot Pressure #1 (psi) 47.45 Yellow 1 oi Test Flow 1 1161 Flow Hydrant #2 10504 Pitot Pressure #2 (psi) 63.06 Yellow 2� 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 DNo vame'n Q20 indicates insufficient pre::ure drop for om OR a sole spr nkler teal Comments Hydrants opened all the way. Forrrelhod of Tabulating ptoHloi a red Pollard diffuser: see eq.13 W ISX and Lutesarrtle 199010urnal Minagem ill-d Opera run, AWWA For yellow Pollard diffuser; a best fit third orderpolrounialequation ofthe Pollard Doi pilot pressure gauge Is nsad. Estimated Consumption (gal) 2484 For use for water audit Signature of Tester: 6.. yii� , Flow Hydrant PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT -� TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z11 ILL Z v M.J. GATE VALVE 2500 P.S.I. CONCRETE '• 8XA2x 2' BEARING AREA. THRUST BLOCKa NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1 9 3511 se' 436 - 2275 /: GOB 9qO 3SO9._ ` 3507 TD-9 A \ EGEND %CM Hydrant nService, Ownership Not In Sear ice, ACSA Owned 89 • Not In Service, Prvate Ownershi i In Service, Private Ownership In Service, ACSA Owned ACSA Want Service ACSA Fire Line CSA Water Main wnership ACSA ;. Private Ownership \'.. WSAWaWrMain fility Type II Potable water \, '-�RaW water City water Lines n Parcels p0 3508 2245 975 W '117ST 2235 .1066Q Z Flow Hydrant p o 3503 3606 ?6Re 350 3504 216 1123911. �Ov 050 " Da 10 mac P 9 2231 3415 I! 6 468 210 �, i 43E zlso Asir a 461 ,o`��o-i p6N� _ 200/ �10651 NhN� m 304 o- \n Y� 100 S, 102,_ 2185 3411 / 3410 gSCces de l Uoct sre 11 and all appurtenances named N' p .- eMi 9 al a of a Irt rn pnnCN' n ren rn O uae thanto P L n ry V Memo& County enut s w Mz ce w Na�nd� all 9 Thawfu np"n In p W F oremse aniopetl1 n twlry' P m n15aiWor v temanan9 myhawbeenoperated ye INI paB 1 0 ytleed olpny -I t IN ay. pae, nesorcrtnwb eal R v ms.P ceMI bound n tog 2I'ntq aW o ly a anal otce etl roima ce g. OtlTtal aruNOnm p nrsl real prtpaM for00tld pl delemvrHllm. S' Service Authority rn laa ACSAe auyfm 1pytl 0 125 250 375 500 anseaUAlpy AIwgrc Feel � gygPCOmmOmyeallnmuqnia Plenlmnnc c0unry 0rueamane StaIIMMrDIN10YT q-�6CGIIY]VII!.� `"'��'d ACSPrOperryof ACSA CRIMP AND ROLL END OF COPPER PIPING y T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL ` \\\ 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT TUTS FIG. Ri TD-11 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL TEE NOTE No siSEATED mrsi DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. WIN. ,/B LTEID COIIPNrJA-\I A� 0 FOR USE IN ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. b 2' R 'IMPRESSION x 3/4' MALE PIPE COUPLLW PPROVED EQUAL OR USE ON DETACHED SINGLE FAMILY TESIDENRAL SEBWCE WHERE AN IRRIGATION AMR IS NOT PROVIDED. IRON LID FNSHM GRADE --CgtPORAPON STIIP� 4 t yF NECESSARY Al BAND OR MST UNDER 'tip'• .H ( t 4' DIAMETER DRAIN PIPE, 12' = BOX AND SETTER (2-INCH MINIMUM THICKNESS)_, T S LONG STONE POCKET, VDOT SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W-6A mar. 356 1299CGC APPROX. WEIGHT WITH FRAME=ROD LBS HINGED COVER FOR EASY ACCESS 1.01 13.56 13-8 IJECTMATTERINWHICH DMMBY END MTFRML 313OVEROMAVE MYRIGHTS. THERECEIPT BUFMO,GA10518 R. M E S.Y06 DUCnLERON PAN 7!0 9323113 1 I HEFINT USE BETNODESIGN HE BE THE DESIGN OR NvlO t FA%IT01B3?2490 RINTO HEREIN + wxwnybplMue.mm gEW5E0 BY END PROJECT NOAIAME RNTGRAUREOFORYAnoN qp(F WUFACNREOFNiY DATE 3.1510 +xx BGEx GDvm ABSExeLr BIEDRCLOBURETOOTHERS .4 ECIFIC WRITTEN Agp �pmgypar DWGSU A SCAM 1:6 SHEET 10i DWG NO. W-110 REV C J COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/81 METERS) NTS FIG. W-7 TD-13 24 EMBEDMENT HBMIN SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) As THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE 1.01GEN 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 sii 1 0FG 1 i� rr^ U CRAIG W. J. KOTARSKI y Lie. No. 0402048507 B/ 10/ 21 < � M E O O CA U N cN C > E E W V 3 � w QMo10$ ui o I.A. O 2 � L M Q< � U w Z W eas WHM 0 p� g ado T U zSO �I a Q g loo 3: 0V) Q Uj W occ a'6 Q. NXC OU Z = U o art 0 `U r 0 N > 2 LY w M O aj- UCD � H CL Q Q�U kQWDo c O am � > j W O = V) of (7 QQ Q m O IX Q U) > CL > QI Q Ir x H p ti 1-1 0 1v Fast rN > w 0 w F Q \\\\ = Q Lrl R 7 b Do z O se es DATE i!) > 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE N/A rT alwll; Z 2 c J 8 42 00 J 0 n rD z 12 of M 0o a< c W' J N (3 }Q3 Z =) TI1 G3 U u Q o M _j J 06 q 3 Nam r/ w N w0o a DO J 1- o D_ 21 a0a0 C1 Cy) Z o 2 m -6 vle Y c leas U D_ O c 0 o: d GoGo 3 0 No No � a W N F m Il Q r 2 'N n dt C / > al u X C j L m h m c O .O. C IaCO U be O 6 v c 0�a V a JOB NO. o 47165 as M 10 c rn a c SHEET NO. 0- is u o CII°2 of of E T-3'(685mm) I2'-3"(685mm) fP AIN i WITH CLEAR NTO XMA�ip^m) .� E ST_ 'tti j�utyy STF1220rGmX0rnrr)d' a' BOARDS CENTERED ENT R I 6 BETWEEN B'(150mm) ` ,I /� ' �,4 4f" BOARDSSQUARE I Original Proffers _Yes_ Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed ra rENsml _ U CRAIGW.7. KOTARSKI� - Lie. No. 0402048507 Amendment such that the wall facing Route 29 will serve as the primary building fagade, or the wall facing Route E E iP {� 1"(25MM)GAP, E 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, TYPICAL b E ?92 8110121 w PROFFER STATEMENT recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated n ? rs O ' Revised January 3, 2020 plane, s OPT°""L s°PAM ` -p' ,525m� - SIGNAL D TUBE STEEL POST WITH DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ZMA No. 2019-0001 1 I roffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be b TOP CLOSED, TYPICAL disturbed within the 20 11. parking setback from the rear property line and all grading and retaining ARROW - SINGLE ARROW - DOUBLE ARROW - EXIT Tax Map and Parcel Numbcr(s): 04561-05-OA-0I 100 lconstruction will adhere to the requirements in Section 18-30.7.5.. 0 0 NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED N N NOTE: SCREEN WOOD TO MATCH BUILDING'S CONCRETE Q Q Owner(s) of Record: Commercial Rentals, LLC EXTERIOR DECORATIVE WOOD FEATURE BY FOOTING z E The undersigned certifies that it is the only owner of the Property. These proffers shall run with the AMERICANARCHRECTURALMILLWORK. W WAYFINDING GRAPHIC DETAILS REFER TO EXTERIOR ELEVATIONS FOR N Date of Proffer Signature: J 2 Property and shall be binding upon the Owner and Owner's successors in interest. ADDmONALINFORMATION. _ g 02- O No Scale I.- r; > 3 �- a � 0.702 acres to be rezoned from "Commercial Office (CO)" to "Highway Commercial (HC)R OWNER Mu. . t D w Commercial talc LLC REAR SCREENING DETAIL a Of � 0 w z i Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County w H — C) O g records as Tax Map and Parcel Number 045B1-05-OA-01 100 (the "Property") which is the subject of Vtt No Scale a o " a O rezoningapplication ZMA No. 045B1-05-OA-01100. z p " pp By: '1 )VNIaYO nL �0 Date: aln 2;2 020 - o n Q vOi W g Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle tin IIY D; L` p Z GZS County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be Title: I , t o e� 2/Y On s v " z O Q applied to the Property if it is rezoned to the zoning district identified above. These conditions are F U ¢> N N U to proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are o O jLu Z m reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an 04 Q �� authorized signatory of the Owner for this Proffer Statement. O�00 J Q � 0 Proffer I. Uses: The following uses will not be permitted on the Property: k Cul z a m 1. 24.2.1 (5) Churches,cemeteries; 0 w m d � 2. 24.2.1 (6) Clubs, lodges; M V) a ¢ QI 3. 24.2.1 (13) Fire and rescue squad stations: oil (Do= Z v) a � 4. 24.2.1 (14) Funeral homes; cc ¢ > > Q nTRASH ENCLOSURE FRONT ELEV. TRASH ENCLOSURE LEFT ELEV. _ 5. 24.2.1 (23) Manufactured home and trailer sales and service; L ,, ,r=,•o R�,r=, 6. 24.2.1 (24) Modular building sales; 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; w F o 8. 24.2.1 (41) and 22.2.1 (b)(4) Clubs, lodges; U o En .. in CS9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad stations; z `� c 6 10.24.2.1 (4 1 ) and 22.2.1 (b)(7) Funeral homes. 0 i!I DATE 312212021 0 Proffer 2. Sidewalk: A pedestrian walkway will be constructed from the building entrance area to } DRAWN BY the existing public sidewalk along Seminole Trail (Route 29), comprised of a concrete sidewalk with a striped crosswalk provided where the walkway crosses the private asphalt entrance road into the Site. A. FONTAINE • DESIGNED BY I A. FONTAINE 2 • • Version: 12/I0/12 Version: 12/10/12 CHECKED BY • C. KOTARSKI SCALE PROFFERS _ • N/A No Scale • TRASH ENCLOSURE REAR ELEV. TRASH ENCLOSURE RIGHT ELEV. • 3 .� IW=1, , a.. 11Z. 1'.P • FRONT ELEVATON SIDE ELEVATION FINISH TO MATCH BUILDING W C CANOPY OPEN WIVE MESH ("GALVANIZED STEEL TUBE: a TOP SEAL AMID PAINT TO MATCH DOORS (LYP.) Z 4) OPEN WIREMOUNT ti PROVIDE LOCKABLE, FREEZE MESH LIGHTFTT TO POLE. PROOFHOSEBIBB AS REQUIRED - W ITS TOEBTEEL 0 ENCLOS REWAU. BY JURISDICTION BRICK ROWLOCK CAP PGSB e, m ENCLOSURE WALL 1V S B- CONTINUOUS CONCRETE b ® WITH MASONRY a J v2^ HOT PIPPED m a FOOTING CENTERED GN WALL GALVANIZED i — eonoun,w FASTENER. —_-- I (SEEITRUCTURAL)V BRICK ROWLOCK CAP• _____________________ l LEVELING NUB r--- --- — — — FULL WIDTH TWALL NN HeI REWIRED I I S"ETE OLURD; $E GALVANIZED GALVANIZED W/t%SLOPE TO O BON STRUCTURAL ra i T-� I ( SEE DETAIL NRES (TmJ bg LOCWIBIE LOCKABLE OUTSIDE W a SLIDE BOLT SLIDE BOLT jp N#TURALGRADE 0 O ENDINEERFD I I I I F I I SEE LL DESIGN CROERN DETAIL FIXt ADORIONAL INFORMATN]N � I lA i2'DM.X24'LONG I� �' �. I IF WITHWEMBEDMENT, , RODS a BRICK VENEER WITH UECTIO b ( If d' PROJECTONABOVE J ON CMU BLOCK FOOTING y ! WALL (TYP. AT EACH HATE) .Y .,..�." EACH WAY, TOP e . .' BOTTOM mi 3' GLR' - CONTINUOUS CONCRETE FOOTING CENTERED ON SEE EREdPECF1C ROUTING ENBNEEBNG REQUIRED BY LICENSED ENGINEER STRUCTURAL) RAL STRUCTURAL) DTE DOS CANOPY GROUND FOOTING FLAT BLACK FINISH - FIELD PAINTED Aoo] ORDER POINT CANOPY OLYMPIA BIKE RACK - SKOLY No Scale No Scale DTE PEAKER POST- DID 14148 2JaJ 8.-p• 5. r—J [12.7cm1 -- J �# 3 1%' 121.8mm] CAP j1 p 3 d 1 0 w IY4' E31.8mm) — �1' [25.4mn] TAPE o b� DB'-S'CLEARANCEQ l L3E.Inn] tt 0 \-C [25.4nn1 TAPE O E G #2 a STEEL TUBE SEEL TUS13' BE [857 m1 CLEARANCE BAR HEIGHT 0 MAY REGUmE ADJUSTMENT Z TO ACCOMODATE CURB AND/OR FOUNOATON Z HEIGHT. MANUFACTURER ry0ry- _ TO PROVIDE (2)30'CABLE G S C CONCRETE I 1 6 1 1— r --------------------- 1 TO �J GATE SWING MIN. 118', BSTLPOBT. I I MAX. 120- / ) 1 I I II I I I I I I BONCRET I i I I I CONCRETE SUIB SHAH I II I 1 I I I 11 I II 1 II 1 I \ I ,N-FLOORsIDPE® I I I i �� I I LJ LJ I I -----------j E s : ----r------- I 1 @-D-(CIERR) 1 r I 1 I a]45Rm) I I I 1 I / I TRENCH DRAIN; 1 I PROVDE TRAFFIC RATED I I 1 1 I GALVANIZED DRAIN AS I 1 1 I REQUIRED BY I 1 I JURISDICTON AT EACH I GATED OPENING (TYP-) I E I I I I 1 I I I I A00] `tom 1 I 1 1 WHEB LSTOP WHEE I I CONTINUOUS I I ON 3 SIDES I I I 1 \ I I I I I 1 3 \T 1 I A00T ` I I I I I I LJ 1 I I 1 1 H� CKVENEER ON CMU �_ BLOCIK WALL1�� BRICKVENEER END • , =BLOCK II II I II I WALLON 1 BOLLARD; PAINT TO MATCH• II I ITO IIIII IIIII I II - II II II II II II II eouuva�. PANT MATCH • u CANE .O IIIIIIIIIIIII CAME SOLTS PAINT TO MATCH 1�� . • IIIIIIIIIIIIII BRICK WALL ENCLOSURE • R• • • • 0 © BB BRICKROWLOCKCAP- BRICK FULLWIDTHOFWALL OUTSI 7••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••I I,. VENEER MEMO BUCCIlt STRUCTURAL LEN TH FOR BU H SA 1'.g^ ADJUSTMENTS g 145yq n] FORTING �"`N9EFJ Uby I I E ON CMU A m W� O.L. I I 1 E BLOCK WALL ID SASE PLATE MIN. m I I mR - O o pp1 L NATURAL 'AVG. / L__________________________________________ _J BOIWE> p" FINISH OR 11� n y END EBBED + N CURB PNO GRADE MAY p Fla VARY PER LocanoN / #1 - 5"x5"x%4" [8mm] SQUARE STEEL POST I Bt�L N o D 159 7cn] w/ POWDER -COATED R WIDE EEG. GRADE WALL X x — ROAD BSo #2 - TWO BANDS OF 1 w - SILVER/WHITE REFLECTIVE TAPE ❑ N u IhI #3 - WELDED STEEL REMOVABLE CAP �41 FLOOR PLAN o w€ II TED S-S FASTENERS L �,Yl=1•'G" p N yL' Q 3 e _ �(413�4"OIA %36'LONG GALVANIZED ANCHOR BOLTS F-7 -L-T-J -T -1 -•-j6TMT,EBONMO&4'PATFEPoJ WITH (6) IS STIRRUPS® W W i i I I I g a d'O.G•18'O.C.®TOP%', THEN 11.O.C. THEREAFTER Yd� Q --- ENCLOSURE m O b DO NOT WOOD REBAR / ENCLOSURE F-T-J _r_3_T_l_1 _L_T_J _r_1_l _L-T_1_T_J _r_1_l _L_T _L_T_J _r_1_iW aL Ow I I STRUCOFOOTINGRAL q Q DM. .. / K I STRUCTURAL FOR '-'FOOTING; SEE I I I I I I I I I I I I IW L----------------------------------------1---- ry1 _I _1 _1 _L _1 __L _J _1 _LmRAL7021 BLACK GREY, 10%SHEEN, EXT STRUCTURAL r--- I I REEFOR $IZE AND 1 a I I GC. RESPON8•LE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD - O E•ANDDRNETHRUELEMENTS. SIGNAGE VENDOR TO SUPPLYTEMPLATEG AND BOGARD NON -ILLUMINATED SQUARE 14103 REINFORCING 1u 1 �BOQMOFOOIH(i{INSTALL MENU BOARDS ONLY. L C L-__J u^!£yRAICTURAL. `0 C STSGPECIPIC FOOTING ENGINEERING REQUIRED BY MCENGED NIGNElR C S BACK ELEVATION ASIDE ELEVATION "B" DTE CLEARANCE BAR GROUND FOOTING NON -ILLUMINATED BOLLARD 1 =1$ U 1f`='� Q a LOB NO. 0.2 m FLAT BLACK FINISH - FIELD PAINTED 47165 NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. m IN O CLEARANCE BAR BOLLARD DETAILS TRASH ENCLOSURE DETAIL SHEET NO. N O 61 C1 No Scale No Scale No Scale .3 F .E =` I REBAR FND. ` S32° 26'27"W_x_ _ —x =' WOODEN PRIVACY FENCE 171.64' REBAR FND. x - —x— x— x — —x Z `P3 Z CLEARS PROPERTY LINE BY 0.3' P _ 8(o �^---------- _- _ ----- _ - - 1 _-------- --------467----- - - _466- LC--------------------- ----------- - - - - 465- - - - -�---------__----_____---_ \ P(1/VAYC`YFELVCE _ ---___--------------------- _ - - ---- _ ---- _ \ �ENCROAGHESONFO_ -' _� �\-``-- -�- -_-� - _------------------------as2_-463----------_____ - - -465-- \�--_SU�JC�6TP�OPEY�FY2.T -- ,, ,,� -,� --- --- - - - - _ ---- 46/----------------- - - - - -- - - - - -- - ----- -460- --- -- - -- -- 1 \ - - - - - - 459- _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - _ ' _r- _ --_ - - - _ _ _ ____ __ ________---458--__--- - - - - -- __ - - - _ \ - - 457- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - _ _ - - �----- - - - - -_ - - -455 ass_-=-----------------------------------------_-460- - - - - - - - _ _ _ IC _ .452__453 -454= _ _ - -_ -_ �.%�2-.a- RE - _ _ _- - - - - - - _ - - - - - -- --_ — — —\ — — — — ��---------0�58L—Q—DA=(il?fJO ————— — — — — —— _— — — — — — ----- 450 —4j — _-------__ ---------------- _--___________ — _------- _ ----__ -- _ _ \� - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - _ -45- - -448- - _ - _ 5- -------447-- -_- 44g5446- -- - --- - - -------- - - ---- - - - ---- - - - - -- -� - ----- _ _ ---- MANAGED STEEP SLOPES -. ; _ _ - - - - _ _ - - - - - - - - ` 4q 443 - - - - - - - - - - - - _ - - - - _ - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - I o _ - _-_ _-� - - - 441 -?- ---------------- _----- _ _ - - - _ ---_ _-------- ---___---- - - - - -- -I- - 450 - _----_ ---- _ 440 _ _ _ _ _ - __ _ �- - - - - _ _ _ _ _ - - _ _ _ _ - 438-_439-___- \----------------- ___---- __ ---- _ iREELWE-MIX�OFEV€RGB�ENANDDE�IQU9UB__ - _ _ _ _ _ _ z _ _ _ --437-- _ - - - - _ --- _ - _ - - 436 _ _ - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - -_ 435 _-----__-----___-------------- --- - - - - -___ ----_ _ _-_-___ - ---- I-'433 -434 -- --------------- - - - -- ----_ _---_ _ _--_---_- _ - - ----- -- _ _ _ -445- I 437- 432___ 'TIMBER WALL _----- - - - - -� __------__ _ - - - - - - - - - - - - - ---�_---------------- --- - _ --- - -_- -S- - - -- -- --- - - - - - - - - - - - - - -�— -_ - - - r-- or2.4 56REAB ETBAC- 50%tEARSETBACK L r - I 2%2-STORY BRICK OFFICE BUILDING I WITH BASEMENT - I � � 1 I � \ , \Q� •per `4,, � / — r 8 — \ BRICK WINDOW WELLS 12' DRAINAGE*,EMENT (TYP.) ` \ \ DB 1159, PG 232 \ \ lI \ 1 I I \ \ 1 d DB 2041, PG 309 \\ N If \ \ \ \ I I PROPANE TANK \ \ \ DB 689, PG 447 \ ; if I \\ I rr - � - - - n ` \ FF=430.50' I I I I \ \\ I I,I \- �`\\`m\` FF=439.43' I \ I I I I I \\ \ \\ 1 \ _ \ UNABLE TO LOCATE I INVERT l i \ I, I \ T \y'm \ \ \ \ \ I BRICK PORCH ZZ F—I lei I I I i III i / 1_ _ HANDICAPPED v� li Ii II I If\I \ \ il\ SIGN \---- I Ili \I A \ `\\o WILCOHESS, LLC DB 2095, PG 615 TM O45B1-05-OA-01000 ZONE: HIGHWAY COMMERCIAL BRIRAN LLC \ W I I I \ \ O II /\ DB 2732, PG 169 O IIII I lIr\ I \ \\ I� I \ \\ RI _ \ ` , I� TM045E1-05-OA-01300 N I II I I ^ IIII \ \ \ \ \ \ \ \ lb I \ \ \ \ Z ZONE* HIGHWAY COMMERCI \IIII I I I I ��yll .Iv v vv /vim I vV 1 vv I� I v Q. I I\ \ \\ \ \ \ \ \ \ \ I II o -I, DROP INLET TOP=42162' 1 I I 1 I APPROXIMAlLOCATION . OF EXISTING SANITARY 1�i I INV. N=4.LATERAL IINVOS-=417.0' 43s, - - - ` - ` - i \ 10.6' VIRGINIA TELEPHONE & L\ANDSCAPED \ i - I DB 524RPG 6450MPANY EASEMENY \ AREAS �EX / ati I�\I---- II 30'FRONTSETBACY- / -- I p - - - = - _ DROP INLET / //// i \a"5``•�� 1-7� \�- �I---------\�- �?�\-1-----t-� - \ \L TOP=423.0' / //PEb5/ \\ \` co \\4-- INV. IN =413.7' SETBACK V. INOUT=412.4' N4/L FND. ONLINE 1' �� i----- --- = j , 4 / Gi \ \ I — — — — — — r \ - --�--- I — —l�n din = ______ ____ I FEDEX 80�' � � \ \ \ ---- }-------- - - - / 1---------------------- ------ L �\ — \�� —r / \ \\ / \\ I / \ ` \--------------------- l —don —� — — N 8" SS 8" SS 8" SS 8" SS 8" SS \ \ / M \ ` / \ L__ -_ \ N ---F--� S / 18' PUBLIC \ FNT � \ \\ / \ \ \ \ �- - _ _ _ - _ - _ _- `o COUNTY OFALBEMARLE i S,4NITARYMH I ACCESS EAJEMENT \\l c�T is TM 045E 1-05-OA-010A0 ; TOP=425.4' DEED BOOK 15, PAGE 406 / \ �6 4' \ i\ \\�/`< DB 515/406A d A \� ` / SIGN C ZONE: HIGHWAY COMMERCIAL INV. 1N =4179, / r \ \ \ _-Nb \ \l l \ \ \ I \ _ / INV. OUT=417.T DB 11591199 a ------------- \ DB 16781374 r \ \ _------- REBARrM. PUNCH HOLE IN ` N33° 09' 11'E \ �- \ - - � ,REBAR RESET SEMINOLE LANE \ ASPHALT 56 11"E \ vi \ \ ` \ \ CONTRACTOR TO CONFIRM C \142.44 \ \ z PUBLIC \ l �° S37° O POB \ \ / \ \ THERE IS NO NSTREAM J \ \ \ �\ \ 31.52, \— VAR/ABLE WIDTH R/W \ \ / / \ \ z \D�� ' I \\ - _/�/ - PIPE FOR THIS CL NOUT. \ \ \ \ \ \ \ 56' 11"W— O \ \ \-�=- I J \ E Coo A 0 —T-1Jn - —1`Jn— — - — —ion— Ion `ate1on - - —19P— I / 1 \ N - - _ / / / / I 1 I TEL 1 \ \I \ \ \ - - l0n - / / I UG JBOX / MARK I \ \ I \ Inn \ BENCHMARK SET Y \ I o / - -i Inn- - - - - Inn- - - \ I� 1 � / 1 �- -Inn- - - - -Inner I I \\` \ CH15S LED SQUARE IN TOP 1 +I / - _ BACKgURB \ 1 - T-lnn- - l�fi- - - - - \\ pion ELEVATE ON=426.46' \1 I �I T I F/C Inn- - - -l�n- - - - - Inn- - - - / �- - -Inn- -lion— — I RljF - / - 1 - -Inn- - - In / ��r� inn- -1- - --- \\ \ \ \\\ // /7/�lon-- inn\� - -Inn------- I - - \ -ln -l�n- L - - -lsn- - -/- - 1�� / \ � - 1 T - - -Inn- - —�----`- IQI \\ \ / / -Inn-- --- l -=-ton --\II TO U.S. ROUTE 29 SEMINO�E TRAIL VARIABLE AIDTH R/W MASTARM 1\\\\ TRAFFIC \ \\ I \\ I I \ El, DROP INLET EX EX TOE'=428.4' \ \ YD +/- ay.65 „ IN 5 5' */- 42z8s_ V. \�—.-- ---INV.IM_423.6' Q `a -----� LEGEND COMMUNICATION BOX CLEANOUT FIRE HYDRANT 8-10" ORNAMENTAL TREES LIGHT EDGE OF PAVEMENT MAILBOX SCALE 1"=10' 0 10, 20' O U CRAIG W.1. KOTARSKI Lie. No. 0402048507 M E 0 rn N Vi N C >E w ° E w w 3 ¢a3 0 U.o w 0 m uy t M J U W d W J —ui N 7 W o ? F v 3: O U) X J LL U N = U > F c '^ O 00 � M a� 8110121 <� z O a U U In W 0 z O N W w Q DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 ,=10' W z a J J n O a z 0 H� U z O a Q c U >1 H I� ,-_-II ° I O l o w J N 3 N < C� NLu _j < U o X� c W E w U 0_ O D U) 0 U) z O LL 16 `o o JOB NO. 47165 SHEET NO. C2.0 a 0 c� E —x-- - WOODEN PRIVACY FENCE REBAR T1�n- __ _- - 1�n- ��r� lon- -,- - - REBAR FND. ` S32 ° 26' 27"W x— 171.64' x—fi x- x -x --X Z 1 Z v CLEARS PROPERTY BY Of ion- - -Lon-- A-I I I Z 2 Z iz _______ ------ __________ _ _I1 _, jon 1 \� \ O�_� ------------------------- ------- f _--10n----t0n-----10n-- O�lnn1�= _-lnn--/� I \ - DI �� - �� - -------- ------------------ ) ABANDON --ion PRIVACY FENCE - - - _ _ - - [r- - - - - - - - - - - - - _ EXISTING WATER - - I \�� NCROAGHESONTO_ - �I------__ ------------------- ----- -t_- E SERVICE AT MAIN DEMO KC LACE m' _ ` m �,AND - \'- - -- --- -__ - - - - - - - - - - - --------------------------------------------------- ------- ---- MO ADEWALK FOR I �B, SU�JEC�PROPERTY2;T _ _ _ _ �� -ku ----- ---- ---- ATERLINEWORK \ V , - - ------------ - - - - - - - - -- ---- TTER PA __ _ --___ - - - - - - - _ \ \ - - - - - "--- _ ---------- -- --- ------------- - - - - - - - -HYD ,CONTRACTOR TO OR WATERLINE`�EN 11 II--_ _--- \_� - -----_ - -------- --_----------_- �ONFIRMLOCATION- ABANDONMENT IN\ ---- _ _ - _ _ - - - \ I - - - - - - - - - - _- - - - - - J - - - -o. . - - . OP€J(ISTING' ACCOKUAIQCFWITH\� 1 - \ I \ \ I ------- -__ - - - - - - - _ -------- ----- a 4 a ACSA & RWSA \ --` -------- - - - - - - - ---- . ES ' - — —-----_--- - --- ------ ------ _ — — — — — — _ ----------- - _ d yY - �- COMNECT�ON& . Q SPECIFICATIONS. -- _ _ _ _------------------- - _ _ _ 0.702 ACRE _ � _ 045B2 05 OA 71I00 0 ' - _ - - - - _ _ - - ------ _-L -- ___ - -------------- ----- - - - ----- ---- -------------r= . I - I ` \ --- _-- - - - - - - - - -- -_ ----- --------------- ------ - - __ Q- � =--- .. -� _ _ _. _ - - I _ - - - _ _ _ _ _ _ _ _ _ _ _T ,-- r •- �, -___---I--____ - _ - ___________________ \--11�- ___________________ ----___ -__________________-------------________-'___________________ _____-_/7T/7---- _IQ �� —' —'7/ .y — � d._ ' - rj _ — --- ----- - \__�--_-______ \ — — — — — — — — — — — —----------'-- -- -------------------------- — — — — — — — — — — — [L --- / / _ ////// MANAGED STEEP SLOPES __ ---- _ ____ _ R - — _ __ _ ___ - _' - - _ --- - -- Ia. _ _ _ ___ - --------------------- _ — — \ ______________________ --- -- ------------ -- ----- - - - - - - _ ---- -- ------------- _ REM_O_VE_WALL __________ _____ — — — — —-_____________ _ - - --- ---- _ - __ _ -- -- -_ - - -__--- -______-__________________ - - - - - - - - - --_ --- ---- �REFLINE 1VIIX OF EV€RGR�E TAND DEG19UO1L4 _ _ _ - _ _ - P __ - - F ___ _ - - — — �N M— — M M— — — APPROXIMATE LOCATION OFEXISTINGRW12"SA) 7 — — M M 1 _IP ' - ---------- - - - --- - - - - _ --- - ---- ______ _-_ - ___--- - - - - - ------------- --- T ---- __ _ - ____ - -- - ' ---- - -TP - - _ I _ - 1 430\ - ?P- TP - - - - - __ -- - --- _ - --- --- - ------------ ___ ---- -I-- - --_ - - - - ---- - - -__ - 445- - REMOVE CONCRETE — i \ `__ -------- ---- — — — — — — — — — -- �. f\ - - - - - - _-' _---' — — — — LM///7 - - ---- - =- - _-_ — — — — — �---------'- _ � _ _ _ _ � _ _ - --- y � - - I __ __-___ __ - - ---0 - - - - - - - - - - -_______- _______--- ---=- ------- - \ o 1 j F_ : ' : . . _\ 2.4' REA� _ R S€TRACK - REMOVE ASPHALT I I , tj I 11.1 I ` 5P'REAR SETBA:G!( E �\ \ 1,-1 I1 \\ 4Iz; �Rp : ' 2%2-STORY BRICK OFFICE BUILDING \ I I LLLL PAVEMENT REPLACEMENT — _- �\ , WITH BASEMENT I I I I I �� i \ \ 1 ' . - ' :''• : oo : ' : ' : ' : ! : ' : ; : ' ' BRICK WINDOW WELLS: ' : ' : ' ' . ' 1 - I REMOVE TREE REMOVE BUILDING I , - 12'DRAINAGESEMENT � (TYP) :::: : >: : ' : ' AND ASSOCIATED ,' - APPURTANENCES DB 1159, PG232 \\ I �11 r' REMOVE ■■■■■■■ SAW CUT D62041,PG309 i \\ , ] PROPANE TANK OB 689, PG 447 \ ===i= \ \ .'''.':'::::. :::.:.:.:.:. . .. . . 1. % I 1 1 � \\ I . _::_:::'::.:.-.:,.`..... ...ii:::::: : . :`:.:.:::: :::::::::•; FF=430.50' II NOTE: \ \ \\ 1 I I \ FF=439.43' DEBRIS MUST BE TAKEN TO AN APPROVED II \\ , \ : F - LANDFILL SITE \\ ; N , ; \\ � I ABLE TO LOCATE INVERT I i I .b . _ ____ __ 1 I l�NHji� I III ; \:\ : r : BRICK PORCH I f , I 11 I _ -- _ ---- , .. 1 -- I I I 1 : o_t : :HFINDI.CAPP:ED H I 3> I \: ! S/GIV ' REMOVE HT O G I , f: u I I I I �� I , I I. I �� I I i I I I , I I I, \ REMOVE CURB A I , �t,4fJD APED 1 LA� �. ��. `� I I I II. I I V I .\ �: I I I I 1 / 1' \ li :. r Q \ / I , 2- REMOVE SHRUBS I h RENIOVEDURB \ o - > \ I WILCOHE I SS, LLC 1 6 TTER ' N ` / I DB20 , I &'GU / \ I I 95 PG 615 III \ : REMOVE SIGN \ TM 045E1-05-OA-01000 1, \ �. I I , `a : Q I S I I E: HIGHWAY COMMERCIAL I EM VE LIGHT I \' V. O G I BRIRAN L a / LC 61 b I, : ;I 3° I I I I I I DB 2732, PG 169 W , I W I� W ' ti I TM , �: RE � �VE � 04561- - MO i OS OA 01300 I '� o I ' I� Z I I' I fi PHALT \ X ZONE: HIGHWA I. I 1 m S Y COMMERCI I �' \ in `� t ' 1 \ �,``.. I I i I h I I �/ I I. I' \ \ I 1 ;� RE II -A :\ REMOVE \ I J I I' I I SIDEWALK I S I J I I I °, 1 : I rI 'I DROP INLET .III �'. ' \ ' I / I \ I III ; :APPROXIMATE LOCATION: ' yP \ I � I TOP-421.62' . II \ I o I OF:EXISbNG'SANMARY: $ ;, I 1 / I I INV. IN =417. V ° . �' l \ :LATERAL' �.I \ I I A I -4 INV 08f =417.0' ,'T: I : I 3 1 I I 6_ R MOVE CU B \ I I I E R I I , I' I c� \ J I __________-- I I LOGATEAND: % I I I - 54 \ 10.6' VIRGINIA �- RE EXISTING TELEPHONE& I , , �: � �`;�' : 'REMOVE I I I TELEGRAPH \ SANITAR�d LATER 4L: '- \ I \ c� H COMPANY EASEMENT', _ _ I LANDSCAPED - I 7DB 5241. A. PG 645 J i I t i :� " AREA S I i I / \ I � I yP `: I \ : / I I i � \\i \� ''o' `,� I I \ \ I \ \' / I I I \ ff I / I \: J ,; II I .1. 1 i I I \ \ 30` FRONT SETBs}GTf o� �' / / X I I / f� _�\ m . . .-... .-. - --fir- - - - --- - - ------ / \ i - /\ i / ` - � - I I ��10 � � 1 \ \ :c . \ I I - - -301FONT SETB i I - AC � / \ \ (!) I---K___ 0 �� / i 1�Nbs� `'; �:: ,,ice/ // 1 I 7 \ �\ _ _ - -m / N41 FND. ONLINE . '� l ,? � - {JI \ : / I I - _ - - - - - / i i @1788 \ ___ I II i _ _ = � _ _ - - - - - - i i g.,. :: _ : . _; I / EMOVE LANDSCAPE - - - - - m = i ='� -- - - -=mod ___- ---=--= ----- -- ----- --- --- ------ ---- tm �. i / I \I AREA TO PROPERTY LINE ... - ---. ----- -- 1==-= == __--_�------- -------------- --- - - --------- a` a . I FED BO,C o. \ \ - -- -- --- - -- --- --- ---- ------------------------------------------- \ I �- - -.L n din = n / . ' . . . REMOVE CURB --- ------------ - L L N _ / I \ �� I / LLL LLLL . . ' .. ' . ' . ' . ' . ' . ' . \ � \--------------� ---------- IL_ I L . ' ,. _ . ' . ' :a' . ' . ' . ' 7j . O. t— —REMOVE / ::`� _ - ;, S H SS H SS H SS —�—+— L LLLLLLLL L �,' '�Ftl/ \�.-- t -- 18.PUBLIG TG �:�N. // --- I / LLLL :. . . CY N \ \ - - WATER METE ---------------- ---- /: - TYOFALBEMARLE I SANIT��' '�; L ACCESSEAOEMENT. [[l T sue. W R \ N 581-05-OA-010A0 %:l. ' :. i i l \ o ��OP =425.4 LL ' . � �' : ' : DEED'BOOK �I5 :PAGE 406' ' :: -_ _ - - :: . - . �.:.:.... . . :. \ \ - \ . / 6 4, . HWAYCOMMERCIAL /' INV. IN =4179' L . ' D8615/406A . * . : ' : - � d \ REMOVE MAILBQX / \ \ c / 1 /NV. OUT =417T LL '. : DB:11$91199 *� ::: ' ::: ' .a .: ;: : ' : ' �_ SIGN \ \ .\ .. . ... v / DB 7628/374� ', / : \ . . REMOVE I \\ LL". ! .�� \ . REBAR ND. I \ O o PUNCH HOLE IN —&. 7 ' � r . a_ SEMINOLE LANE \ LLLLL D9'.t1: � REBAR RESET PUBLIC \ ASPHALT . ' . . , .. ',142.44' \ P 8 LLLLLLL : / .:.:.:.: : ' :...,.�. : ' : 'CQNTRACTOR TDI CONFIRM : . I I� � � � K z AR/ABLE WIDTH RA LLL � . ' Q 31.52' W J P * F' :IS NO UPSTREAM : ABANDON CLEANOUT AND EXISTING \ \ \ K REMOVE CLEANOUT AND STING 6" / ' �7— — LLLLL .. . . ' .: ' - ' � - ' PIPE FOR THI. . . s OUT. 5 SANITARY PIPE ONLY IF CONTRACTOR PAVEMENT LL .: .: T : _ SANITARY PIPE ONLY IF CONTRACTOR \ o CONFIRMS THERE IS NO UPSTREAM REPLACEMENT L .: ' ' : : � . : ' � _ _ I.- - I CONFIRMS T(iERE IS NO UPSTREAM \ - - \ \ — — E FLOW. IF UPSTREAM FLOW IS FOUND, JOINT - - y - o I PIPE. IF UPSTREAM PIPE OR FLOW IS ABANDON EXISTING \ � / FOUND CO OR SHALL STOP WATER SERVICE AT MAIN 68'98 NT CT ER S \ o CONTRACTOR SHALL STOP WORK AND / \ 2 / ion---'-_ o CONTACT TIMMONS GROLM. i/ - -top- - -loj - - - --ion- - - - -- lnn 1 - - - -ton- WORK AND CONTACT TIMMON_::7 S GROUP. \ \ ,a� \ _ - _ 0n . / 1 -i0n-- --- -- \ o \� \ _ _inn- - I �� , I / I I MARK 4 - I UG JBOX d � \\ \ --t0ni--=1�n--- -10 / 2 � - D \ J'1 y� — T— — 1Jn__ __ \ \) GC 4 \ I \ \ BENCHMARK SET a -- -- l0n -- \ 3 \ I- i \I o -- - -- ---ion- - - - �- -ton- - - - -ton;- \ o\` CHISELED SQUARE IN TOIL I - I \ - __ I . . . . . . . _ _ _ . . . ! _ // BACK LED � . t , -ion- 10 -1'�� _ �\ \ �\ -�� — — - — -ion- — - — -inn- - — \ — - �' — --- - � = _ - —'- - \ SEE INSET THIS SHEET \\ n\ ELEVATJON=426.46' as \ TRA�FF/C -10n- \- - -ion- � =ton-- ion � `n\ _ % --ion- - - \ I � �' \ -- lonT -- -- \ - t0n - lon- - 0 rn �1 I \ \ \ -i0nr- - - - -ion- - - -ion- -I - -- - --- 10n= - \ - lon--- �/ _ . _ _ _ _ a� I Q \ \ r _ \ -- lon---- TO U.S. ROUTE 29 — — — SI I SEMINOGE TRAIL i \ \ 'a \ I I \ ' —10n T � / VARIABLE WIDTH R1W \ ) DEMO AND REPLACE I DEMO AND REPLACE 2 / a M(-4STARM \ ' TRAFFIC / I. SIDEWALK FOR \', SIDEWALK, CURB, I SCALE 1"=10' E l \ \ \ - dROP INLET ( I, WATERLINE WORK GUTTER, & PAVEM N FOR WATERLINES\ 0 10' 20' /� � \ %' TOP=428.4' 'u I HYD CONTRACTOR TO I o - - \ \ o ❑ %; oABANDONMENT IN\ E �/ -� n _INV. 1�6�=425.5' - - - - - - -'-CONFIRM LOCATION i, 4 - - o - - - - - - - jNV. lN,-423.6' - - - - a - - - �- a OF EXISTING ACCOR'BANCETMTHCa E - . �� I \ \ _ . \ a ^o ACSA & RWSA \ 18" RCP % i i� d c ;h � INI/nllT=d9?R' \ � �� a WATERLIitiES& o a I\ ` `C)� 1 c U CRAI(G W. J. KQ±ARSKI> Lic. No. 0402048507 v'�n. 8/ 0/ 2 ,At M E O M OV N 6 N c > E w , E ww 3 s a1; 3 0 w 0 w 0 ma �; d` W L M W d J U w J — i N o Ol 0 w v z F °N_' � O - X J < 0 Q = v L n = N N = U > m F c '^ 0 m N N V N M O_ V � H Lri _ cD 0 = 0 A > w = U a z u) 0 z O 0- U N w 0 z O N W w Q 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' Lu I I15 z J 8 42 W t J m a Oc z - I —I Z a Q < o w } � m mo I- 7 ` m O =_ U `o w d J � N Q J 3 a N w Jo co 2 of a W uz Q a0 o M ^ c `v ', m - Y,m m U of of D w 3 Z. M oa LJJ 2 2 � w cl��Y `o a 3 a mom_ ///�� > \/ / N X = 0.0 ,S j dh m = 0 a`o U -S a = t5 N f0 a JOB N0. o m 46 m 47165mw m SHEET NO. u o C2.1 c E V_ I X— — - - WOODEN PRIVACY FENCE ton- - 1 - ton X-I- x X -x --X tl TYPE - - r -- IpISET y CLEARSPROPERTYLINEBY0.3' --ton--1'TYPEKCOPPER - sinY tNL3i3O zt WATERLINE I ---- NEW PRIVACY FENCE I (HYDRANT U CRAIG W. I. KOTARSKI ENCROACHES ONTO I & VALVE Lie. No. 0402048507 SUBJECT PROPERTY2.7'?9a 8110121 I I INEW 6"GV o I 20' LANDSCAPE BUFFER & 20' PARKING SETBACK _ _ _ _ _ _ _ _ _ _ _ 90° BEND sSIONAL EXISTING FlVDRAIJT o T' WM a I I VALVE TO REMAIN 1" EORPSTOP I _--_--_—------... _-- D'1 O � N I I 771-1T----I� -�-------- �o I / / E RETAINING WALL I ° E MANAGED STEEP SLOPES I (MAX HEIGHT = 6') I M M M V '� 3 ANCHOR DIAMOND PRO SEGMENTAL 50' DRIVE-THRU SETBACK I ~ '-' ; APPROXIMATE LOCATION ¢ a (n (ADJACENT TO RESIDENTIAL) I OF EXISTING 12" DIP 0 ^ 2 BLOCK WALL -COLOR: JAMES RIVER TREELINE - MIX OF EVERGREEN AND DECIDUOUS w U. O m IRAWATER MAIN (RWSA) ¢ J U � z z I di -v O z PRE -ORDER BOARD a > o N O DIGITAL ORDER SCREEN (ER POINT CANOPY W(DOS) I LEGEND: z F? v U 2 3: O ,n < (n W a LL Lu -pa - STANDARD DUTY CONCRETE Ln _ 'c ry z O a ----- \ CO'? F N 06 R25' R25' HEAVY DUTY CONCRETE � Q 6 7 8 9 1000 ' J 5 C -6 LIGHT DUTY ASPHALT 12' DRAINAGE EMENT (vi k ¢ m DB 1159, PG 232 \\ ° rd ° \ HEAVY DUTY ASPHALT 0 D8 2041, PG 309 \ i I R20' q 8 QC O= V) C DB 689, PG 447 ; I n ° �' \ I U co Q ro - i 2 BIKE RACKS DUMPSTER R20' LLLLLL PAVEMENT REPLACEMENT 0 ¢ > > Q LOADING SPACE \\ i SCREENING ENCLOSURE \ LLLLLL \ i 2 DESIGNATED MOBILE ORDER (SEE DETAIL) 12 \ p y v \\ e f3 ORDER BOARD O w ry ry ry ° p PICKUP SPACE SIGN (, w w ) N ry N --------I �� \ i 2'C B NVS \ \ \\\ TRANS( ON' 4 5 ° ° ° 5' 19.33' NOTES u p ° \ ° 10.1T \I, ��i I 1. A KNOX BOX SHALL BE INSTALLED. z `r �D °j CG_2: : I COORDINATE LOCATION WITH THE - - - - - - - II IIi DATE FIRE MARSHAL'S OFFICE.- SANITARY SEWERKiREA$E I CUT CONNECTION TRAP �b CDNC 1 T� WF{E�L :. ' : is, 3/22/2021 $1'OP DRAWN BY II IIC I GREASEY 4 A. FONTAINE RI I _ I CLEARANCE CONNECTION 12' I BAR • DESIGNED BY FACILITY DA. FONTAINE ITYHOUR RESTRICTION LI 27.93' 8.5' R5' • i Ili I o I RF R1' R2' RT LIGHT DUTY • CHECKED BY III I PROPOSED cM ° ASHPALT 1" TYPE K LIII I STARBUCKS _� - ° HEAVY DUTY • C KOTARSKI a 5"BOL COPPE RD R I ± 1,150 SF - NON -IL UMINATED DIRECTIONAL ARROW �WATERLINE CONCRETE I • • SCALE 61 I'I i 2" TYPE K COPPER HEAVY DUTY I 1 "=10' I I WATERLINE CENTER OF DRIVE HOSE 41 z 25' 2" X 1" ASPHALT • Ili I I THROUGH WINDOW BIB I ° COPPER • (iIII I ° TEE45 () CURBSIDE Y\ BEND III I I I 2 I ORDER PARKING SIGN 34 7.5' ° M �8'LIGHT DUTY ASHPALT R3' RS M ANCHOR DIAMOND PRO I ° R5' v SEGMENTAL BLOCK WALL d� Ii I - - I ' N 1 1 1 ° rI} _� U COLOR: JAMES RIVER I � a 45° I°II BEND I Z co / I I N ui SWM A - 66" CMP U d STORAGE PIPE i CG 6 a / / SWIM FACILITY °. 2 p- p - 5' °� I DIRECTIONAL c EASEMENT SIGN Z Z o R10' DEED BOOK:- ADA SIGN ' STOP SIGN \ CG-12 , o PAGE: / i n m R 15 o —--��— ¢ —_ — _ _ _— - - - --=----------------------------------------------- ---------------- CG-2 I y T� 6� G 2ui --------- -"--- ---- --- - ---------------------------------------------------------------------------------------------- NdS 2' CURB -------------------------------------------------------- - . I FEDEX BOX � _ TRANSITION ------ a----��--- L _ n LL "EXIT ONLY/THANK YOU" '________________---------------- L R39' �IU X L7 dS DIRECTIONAL SIGN---------------------------------------------- N 8" SS 8" SS 8" SS 8" SS 8" SS ; L 10' BUILDING SETBACK M w o , LL 18'PUBLIC , I J � 3 SANITARYMH L �ACCESSEASEMENT 24' ^' c L DEED BOOK 515, PAGE 406 �� \ V TOP =4254' Q ININ =417.9' L DB 5151406A D V. LL CONNECT TO I N w .0 INV. OUT -4177' T - DB 16781374 Q � Z o i - L! DB 11591199 CO � x a I-. EXIST. MANHOLE J 2 c7 SEMINOLE LANE - - — - - - - _ - - - - - - - - - - - - - - ' O a a PUBLIC CROSSWALK CG_2 cl)w VARIABLE WIDTH R/W 2' CURB — — J a PAVEMENT LL`u:. TRANSITION - 0 REPLACEMENT' U 8 JOINT CG-2 Om 0 / - - -- ° on- - - - -ton _ _ _ - 1" TYPE K COPPER Z h ' ton n- -- -ton- - - - -ton WATERLINE on --- - -----ton---� 2x --_- < a _ -- -- n— TEL UG JBOX I MARK -ton- o -ton-Lon-ton- ��§ \\ BENCHMARKSET I. b - - -ton- - - - -ton- - 1 S CONCRETE CHISELED SQUARE IN TOP _____ _ O h -ton---- Lam, _� do \� BACK CURB I -ton- IL�I ton SIDEWALK �o �� x 0 NI ELEVATION=426.46' �` ton- - - - -ton- - - - - - o TRAFFIC ton- - - - --SFE INSET TI"I ' ��- -1r� ton - - - d h \` \ ® - _ -- -- I 1" TYPE K COPPER - - - -ton- - T \ �l -ton -ton- I d o on I1 a \ o - - - --ton- - - - -ton- - WATERLINE t _ -ton- - - E --ton- - - Ito -ton- - o M M I TO U.S. ROUTE 29 NEW n - -ton- - SEMINOLE TRAIL \ CONNECT TO (HYDRANT a VARIABLE WIDTH R/W MASTARM \\\\ p EXISTINGSITDEWALKRAFF/C I &VALVE JOB NO. 0 No SCALE 1"=10' — _ �� % \ ❑ '' ' I ANEW 6° Gv o o ,o' zo' 47165 c o ---- --- --- ---- -- -- 90°BEND( T T -- s a o\ a o. - o a 0 EXISTING F� DRAIJT o 11, WM a o a-- 8 d SHEET N0. c o VALVE TO REMAIN .1" SORPSTOP C'4' F ,E WOODEN PRIVACY FENCE DRAINAGE AREA CLEARS PROPERTY LINE BY0.3' TODITCH A I _ _ ------- ---- - - - - -- -468_ 469 ------ _ --470- �'RNACYFLINE - - - - - _ - _ - - _ - - _ - _ _ 467- _ _ _ _ _ _ _ _ _ _ _ ROPERT�LINE BY O�� DILAP _-_ _-- _--------- _ _ - - •465-ass------------ h ---------___ _ 9- \ `- PE7IudZy FE6(C_E - \ - _ _ -_ -- -_ -_ 464 - - _ I -- - -_- _ __46= _ E _ _ - - 46 6 464 _ EN&0AC8ES ONTO_ _ - - , \ - _ _ - - - - _ - - - - _ - - - _ 462 _ -463 = - - - - - - - - - - - - _ �465- _ \ \ �l - 459w_6' 4- _ -_- \ _S _ --T P\OPEY?FY2.T - _ _ ` \ -� �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ - -461 - - - - _ - - - - - - _ _ - - - - _ - _ - _ _ - _ - _ `�S R�PER\ .7� �� 4545455, 45�_ -, ----- -- ___ -460- - -- - ___-- __ _---_ ___�_�__---_-_-_ - -- - - - -------456- 459'--_ _ -_- - _ _-_ ---_- �_ _ _ -�- q 44;44L449 _� -- - - __-457_--------__-_-_--_-___ _---_--_ _ _ --__-___ - e 4v4g4g44�_ 455 -456 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - �460- - - 4.543430 3.941/_ous- ' - - 454- - _ _ - _ - _ - - _ - _ - - _ _ - _ _ _ _ _ -1 - - _ _- - - 34_54c- - - - - - - - _ _ - 452�-453 - - _ _ _ _ �.7Q2-A-CRE ---- J _ _ _ _-- 1 - --- - ---- - - - - - 450-451---_____--- 045BL-Q3-OA=li1-Go __-------- _ - - - - - - '----- w w u� w - - ----448-----_---- - - - - _ _--------- -------- - - -447 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ - - - _ - \tea-3--4gsg46 -----_ -_- -- --- - ----- ------- -- -_ - -_- -----__- -� ��- e 33 433 MANAGED aa1 - ----- ---------_ 440 - _ _ _ _ _ _ _ --_ _ _ 450 DRAINAGEAREATO DITCH A= 0.17AC __ __ _ __ ________ _ C=0.30 1 _ 438--439-- -�-\ \ --- ____-- �REELINE-MIX'OPEN€RGBUEN ANDDE�IQU9U3_---_-__----_- Tc=6MIN 342.0 _ --436-437 TW ------TNt- - -- -- - _ _ _ _ _ -rw - - -4 - _ ---- _ ----_ I(2)=5.01N/HR Q(2)=0.30(5.0)(0.17)=0.26CFS 433 _ '?4- 435 438.i0'-43a-99y \ - = 496-81' - - - = 339.24' _ - - - _ _ - _ 441.14- - -441.83'- - - - - - -445- - - - - _ - - - _ 1(10) = 6.6 1N/HR Q(10) = 0.30(6.6)(0.17) = 0.34 CFS I - --__ ` '.432 - -- _ � � _ -_-- _ --- -- -- - ------_- _ _-_--_-__-- 1 429.35' 437 _ - - - - - - - -- - - - - - \- - - - - I- - _ _ _ = 441.51'�' - B� - - - - _ - - - - - - - V(2) = 2.29 FT/S (ALLOWABLE VELOCITY = 5 FT/S) \ \ - - - - ----43583'------ I-- _______________ D(10)=0.22' 1 BW BW L Bw \ BW ` BW 429.96' 43 . \ - 1j 431b9' \ 33.24' 435.14' 440 BW - 2 I 1.94' TC \ \ a \ \ ` W w W n 434.TC TW32' 439.49' - - \ GRASS LINED DITCH I 428.96' o o ,� w 3s_ = 0.035; S= 7.0 k 1 42g \ w � n7 - 120 \ \ 119 BW I - 1 \ 434.74' I 1 I � TC -- \\ DITCH CALCULATIONS \A 433.39' TW -438- 12' DRA/NAGE\E�(1\SEMENT ?' \ \ TC 433.89 437.96' N° Scale BW DB 1159, PG232 \ I I aza. � TC \ \ 432.56' 433 a 5.26' \ \ \ \ ROOFDRAIN NOTES: DB 2041, PG 309 \\ I L \ a2s'11 \ \ 414930' 433 \ \ \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE DB 689, PG 447 \ ; LP \ 117 \ \ I \ ` OF 1.0% OR AS SPECIFIED ON PLAN. II t a27so a $.83' \ 432 \ \ 430 42 \ \ _ - _ \ 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER � 1 I I \ \ \ 1 I II 428 115 114 \ \ TC OF 2.0' I I \ \ \\ I I I I T 16 o . 429 \ \ 430 TC 431 431.12 TC 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN \ \ 1 +�z8.16' 430.77' TO \ BE SUBSTITUTED FOR CLEANOUT. IF NOT, PROVIDE C VS 428.54' \ 430.59' 430.98' I II 42 0' 6 aza.3s' \ CLEANOUTS AT ALL LOCATIONS WHERE ROOFDRAINS I \\ 1 c I 5 TURN OR CONNECT TO PIPE OUT OF BUILDING. J- 430.10' ° I ` \ . 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND UNABLE TO LOCATE INVERT I I N I I TC - \ \ I / \ PROPOSED STORM INVERTS OUT OF THE BUILDING 2' WIDE CURB I I i d I I \ a� FFE=428.35' \ 0 \ o Tc I \ TC TW AND CONFIRM REQUIRED SLOPES, COVER, CROSSING a28.os' CUT FOR 1 i I \ \ 432.63' v AND CONNECTION POINTS CAN BE ACHIEVED. II 436.63' STORMWATER I I \ Q ° CONTRACTOR SHALL COORDINATE ANY CONFLICTS I I OVER FLOW Ili 1 I p FFE=428.35' ')/b� \ �a f433.77'W WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. ELEV: 427.85 I I I \ \ \ \ \ \ \ 12 \ 4 \ 1N T \ LP \, TC I I I I 116 I II I \I li 112 \ 427.99' 11 12 \ \ 430. 2' \ I \ \ I 4 I I I Ili I I \ I 6" PVC \ 428.24" \ \ \ \ \ ROOF DRAIN TC \ TC 428.36\ - - - TC \ ' v- \ \ 431.54' \ l w \ W 430.52' \ Ili I I I M PROPOSED 10 \ \ TC TC \ I I I STARBUCKS -,--� p •\ A�9 \\\ \\ 430.66'\ 431.36' \\ I \ II I I a ±1,150SF \ \ III II TC \ FFE=428.35 �� 428 Lk \ \ \ \ R 427\ \ \ \ W l l II I II I I\ .06' N ZIIjI j I �I \ FFE=428.35' CENTER OF DRIVE I� i �\\ \\ \ \^Ili I I I I I THROUGH WINDOW 6" PVC p \ \ \ \ \ \ I I III t ROOF DRAIN \ylh I I II DOWNSPOUT TO N I Q5 �8 \ \ \ \ /� I 4TVV 3 ROOF DRAIN \ \ 1 1 9 '\\ \ \ \\ a35.9r n II I I I 11 N� TYP 43 DROP INLET I h l 1 427.59' \ 427.73' � \ TC\ 6_ TOP=421.620. I 27.87' INV. IN =4171' a: 1 TC \ \ a3o.22' \ - - II I 1 1 I I \ � 427.83' � � \ \ BW INVOSuF=417.0' X-10 I , jrimn�n� l' \ T \ 432.84' �UUJ LLLJJJ LL�JJI��III IIUJJ LLLJJJ \ \ 43 8' _____-------- \�ID 101 \ \ I R22 \A 1 \ 428.15' 427.67' I \ \ \ \ \ \ 108 \ 4 \_ � / Q TC 3 \ I 427.46' 7.6 42Z 75' TC 431 34' TW \ �� (EX 27 1 I I \ \ 36" ACCESS TC \ ITC 435.19, A i\\ I RISER \ 427.57' \ 1 429.87' 430.18' BW \\ 40901 I I \\ C II I \ \ \\ I \ \ \ \\ \RCS I 432.33' LET \ �� \ a \ 36" ACCESS 10 2 T \ \ \ 3.0' P< p25 \ o \ \ \ RISER \ 427.39' 4 7sa \ \ \ 'm 413. T i r\Q , / I \\ TC I 1 \ \ 1 427.45' TC ` \ cc r =412.4' i 1�J i TC 26.79' A2� I 428.23' \ \TW i 1 425.85' \ -' \ \ \ TC \ \ 434.63' - - 427.92' Q �1-- -- ------ o w n - ---i - 432 77 --------- ee\ \ BW \ T_____________ _________________________ �___ _______________ 1 \\ \ \ - E g --------1---------------------------------- ------- _ \ IL a . i FEDEX BO.� Y TC N4C SWM A \ 427.21' \ 427.30' \ T---TC- --------------1---------------- ----� �\ - TW \ \ \� � r 30 L\F OF 66" CMP \ a � \ 1429.75' \ \ --- 4.19' w i X TC �I STORAGE PIPE Q �, W \F M n- \ \ a WITH WEIR PLATE �° o �' B33. 7' ' I ---------------------------------------------- N 8' SS 8" SS 8" SS 8" SS � 18'PUBLIC\ � \ \ \\ 1 � � \ 0 o I SANITARY MH I / / ACCESS E$EMENT \ \ \ \ \ \ f TOP =4254' I / N DEED BOOK 15, PAGE 406 \ \ ^ N \ \ o - i INV. IN T Z--1� b DB 11591199 I o g a / I INV. 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IM=423.6' a INV OUZ=423.5' E p \ SCALE 1"=10' 0 10' 20' 18" RCP � -.L+H U CRAIG W. J. KOTARSKI Lie. No. 0402048507 B/ 10/ 21 M E O Ol 0 N Vi N C > E ° E w I.- V 3 w QLL3 (n 0 w O O Z L M ¢� _j U w z W wH-M O g C)rn O a 3:0lnQ w W� occ o i� Q. Ln=vN z _u> O U� F U00 kQW� 0 c O am � 0 M = vlaQrx (D Om 0 0cc KlndC Q > > Q > w o000 Q �\\\ = Q �v�no c ko z 0 DATE Lnn 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' rT am W Z J ui n O u Z� Z J _ a �Qw� W'(DW t Q Zr 0 n 1�1 OU o M J � 3 Lu �t c N Q 06 N m xcD a Z 2z 00 o � v, TH E_ LJ_ a c N m U O c � m D U 3 Z z„ M o2 LLJ � a a V J h X c 0.0 dh N C E a`o U 06 v c �a 10 a JOB NO. 0 o 47165 10 c c 01 SHEET NO. u o C.J. 0 c E F- PLANT SCHEDULE E GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 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: 0 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. Digitally signed by Dhalrvant Goradia Dhanvant Goradia email°d„a��tgamdai�t; c.netc�S Date: 3021.053615:21:13-0 W' OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT h 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 11111:1.141101: 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI VIl isni_ 1 LJA DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ' arl I Ll 1 IG _ 1t • • • • 1�';��`rrl ►7�Y,r ma`s y' - • • �',��•I!� },,/lam • .Ira .1�'., • W. 30SAN-1, 'IF V Sol 3,a�`�� • • • • •• :• • • ' lqi , I • • • • „a,�� IIII(�Irll,l,ilt;�l� • • - - • - • .111i��1��i�,p., _ :: 111111 11 • • • • • • '•• ••• 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 HAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK V COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS MAGSWE PLA ACE ACE RUB TIL COR ULM PAR BOTANICAL NAME MAGNOLIA VIRGINIANA P LATAN US X ACERI FOLIA ACER RUBRUM "ARMSTRONG" TILIA CORDATA'GREENSPIRE' ULMUS PARVIFOLIA COMMON NAME SWEET BAY LONDON PLANE TREE "ARMSTRONG" RED MAPLE LITTLE LEAF LINDEN LACEBARK ELM MIN. INSTALLED SIZE INDIVIDUAL CANOPY 1.5" CAL. 113 3.5" CAL. 47c, 2.5" CAL. (EC) 53 3.5" CAL. (EC) 32S 1.5" CAL. 36E PER SPECIES Y " �H'"°W^ - 339 � �r rQF1% 479 212 212 � 7. 1316 U CRAIG W.1. KOTARSKI 1098 Lie. No. 0402048507 SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CORSTO 18 CORNUS SERI CEA 'KELSEYI' RED TWIG DOGWOOD 18"HT./SPRD. ECH PUR 32 ECHINACEA PURPUREA PURPLE CONEFLOWER CONTAINER FOTGAR 23FOTHERGILLAGARDENII DWARF FOTHERGILLA 24"HT./SPRD. HYD CLUE 8 HYDRANGEA QUERCIFOLIA SIKES DWARF 24" HT./SPRD. ILE CRE 45 ILEX CRENATA- HOOGENDORN HOOGENDORN HOLLY 24" HT./SPRD. ILEGLA 261LEXGLABRA IN KBERRY HOLLY 24"HT./SPRD. ILE WIN 311 ILEX VERTICILLATA IWINTERBERRY 24" HT./SPRD. 41 1271 ITEVIR 511TEAVIRGINICA'SPRICH' IVIRGINIASWEETSPIRE 24"HT./SPRD. PAN VIR 191 PANICUMVIRGATUM'SHENANDOAH' ISHENANDOAHSWITCHGRASS 24" HT./SPRD. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 174.1 LF 1 LG TREE PER 50 LF 174.0 / 50 = 3.48 3 LG TREES 4 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 L.G. 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: 7,265 SF X 1.25 BONUS (GROSS SITE AREA) 10% COVER = 0.07 AC 3,049 SF PROPOSED TREES: 3,444 SF = 3,049.2 SF TOTAL = 12,525 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 8110121 M E 0 0 rn u N Vi N C > E w ° E _ .y � w w 3 LL o 3 p U. w 0 `6 l y t M d J U ro w J -M N T (7 w o v ? F v 3: 0 X J LL Q . N = N = U > F ¢ M. c 1A o O1 N � M a� o w cl 0 0 cD 0 0 cc 0 w w_ U a Z O 1n > 0 r•� Z O i H Z O a V to w Z O N w w F Q 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W Z a In c J 8 W m J 0 a O o. z 0 H� U 0 N J " a Q Q s Uj> Z m � a O =_ `0 U w Q 0 3 N Q U ` a N w 0o lb Q o a Z dw no M ,6M J T� E O Y a_ c m m a0 U o= mp 'n 3 rn M LJJ z„ oa 2 2 w cl. Q C n r > / h V / X 0 0. 016 S dh 0 0 a 0 c `o E aC U M 06 a c 2a 10 n 0 0 JOB N0. m 47165 u, c � SHEET NO. u o L2.0 0-8 t E L NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 2. FOR LED SOURCED LUMINAIRES, THE LATEST CLASSIFICATION TERMINOLOGY IS BUG. BUG (BACK LIGHT/UPLIGHT/GLARE) RATINGS ARE A MORE STRINGENT AND DEFINED METHOD OF CLASSIFYING LUMINAIRES. THE BUG RATING CAN BE FOUND INHERENTLY IN THE FIXTURES IES FILE. TO COMPLY WITH NOTE 1 ABOVE, THE "U" (UPLIGHT) DESIGNATION SHALL BE 0 (ZERO). 3. THE 20' MAXIMUM HEIGHT OF THE POLE -MOUNTED FIXTURES INCLUDES ANY BASE. THE BELOW CUTSHEET WAS PROVIDED BY STARBUCKS. THE PHOTOMETRIC PLAN HAS BEEN MODELED WITH THE LIGHTING VENDOR'S MOST SIMILAR AVAILABLE FIXTURE (WITH GREATER LUMENS). SEE FIXTURE D ON SHEET L4.0. A L/THO/V/A L/GHT/NG FEATURES & SPECIFICATIONS INTENDED USE- The 4" Wafer-1AIn LED recessed downright with remote anver bm ..bases high gmlitylight0uccrand eMdmgwMleellmin ngthepmlighthousingformmpetitiveaRordabillty.This inn0vanvemfll Type l( designallowsemsy ridirlatonf0rnew mnstmdion or remodel from below the ailing without the requirement do potlgM homing. The LED module maimalns at least 7W6light DutpaNM,OWho m Theb UDWanerdmwnlighoare lntmdedfardasets, anla,hallways, bathrooms, k"rtrms,bmements,sofits,entryways,pmam,gamges,Aairmlls,mr0dors, nursing/reliremeahpmm, mnAos, elmatnum apatmmb, and anymrersmall areas, mNSmIKTION-I Craned ddmandtxtum-appovedardlrmmnoctWth Insulation. Aluminum the oho outer flame. Durabk, powder mat paint to prevent rut Round figure with integral edge It LEDs. Nmum read We mnnmim to mnmct boo module ro remote driver box. Isolated dtiver integrated inside steel balance box with four 7r' knockouts with slots for prUmul. Suitable for pulling wires with the 12ohicAnchwidagmmpartmeamammmodateupt0(Ifil ugeinaulaledmndun0rs, a, HQ12gauge insulated mMunon; making the Wakr LED Dowalights much easier to wire in 21ni (plus ground) Sact in appllmNamand mntraRarMmdly. MURPENDING. INRALLAWm1- Meal for shallow ceding pkmm; an housing required. Steer spring clip fro easy IninlMon. 41 an rot template B provided to same a torten Used hole is cm Tao ailing for proper kstalbnmOfreNhn. Meeofhoa should mtexaed4l/4ln6nforNispmdua.Sultableforinstalia0on int-gdd and drop ailing appliance. 3'plenum spa required barinsollation aline remote drirerbox. OP71CS-Waferl downright edm-Iit LED tribunal uses light guided plane to distribute light. Potymaoanelmspowdmewnilluminallmrr0ugborThespme. Ut111as27WK,3WOK, 3500N,480i and 50 W K mlor temperature Ims. 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ISF 30027 m. R scan lox mx M. lum.m m. W„�a xlmm o. mxaas,0u ow smexx,ou m. o aaI o•-a` Ial.7 3].a o na its na W"Nink im Im im m m nI almean- Imbam- a 2m N P-M• are. arm I Iw Igo 9a ie W w ex . a, stem Iner, m call m V:cep war, ma 2 30 or 79 m 33 n m m to nnW rc +m 0•-W m0 are. 9 7a 7I as m 70 a4 7a m m how M9 Caaa m. a6 IW n9 e0'-Im• D. bar 4 70 6] sa an et ea e7 aP w ^ rm kn,4r FC 0Y^W aC 0 as ,m I13 b -lap 0.I oo s as sa 4] m e] 47 m a3 4] 9A 8a 9.7 42 Iss all as '21 1a m•.1vo• 01 on e m tee a1 m a7 41 % 4e 41 10A 4s 8., ]] m.1 oe m m An m-,W oI one ] a, 19 a7 w a2 m a9 as, ans 1za za n4 to ai use m as 43 of la am.i YWA 8 47 As 33 49 Y 33 4s aB 9e ,4A ,A Ito 0.3 mu n3 m tz 14 EI raw, 3 49 sup be 49 35 an 41 m m ,BA 1A ma .1 ..1 n1 m I ao• up m u m, m e n m a, a ENERGY DATA & DIMMER COMPATIBILITY Lumen, End 675 740 765 780 Wintsmperamre 2700K 3000K 35WK 4WDN 5WOK CID m W m W Bo LumensAVan 62.2 70.3 72.5 76.5 75 Min.staningtemperature 4 (-40'D 40Y 140S) 40Y(40S) 4 (40°D 40Y(4051 EMILAR FCC Title 47(FB, Pan 15, Class O F(( Tile 47(Fit Pan 15, also 8 F(CTae47CFR,Part15,0aoB FCC Tire 47(FR, Part 15, Class 8 E(1ide476R,Part1S,Cms6 Small aaesAnmora, Coss Azandaas (less Asixia s Class Asiandaas (lass Astandards lnputmlmge 12DV 120Y 12W 120V 120v Tmal Haaair Disronion 15.3% 15.1% 15396 1S.3% 1S3% Mln.powufactor 0.99 0.97 a." 0.98 0.98 Inpmhequm,y 50/6011e MINK, 50/6011e 9/60W 50/WR, Rated wattage 10.6111 91 102W in 10AW loqutpower li 9.6W 1ol 10N 10.4W Instrument ODBA O.DNA O.mA O.M O.WA Llehm luaon Supernal SYnergy/Leviton 66334M m403P4.1 n5P5P(D2W BDW01120BPIM I1106REDAN(mode (T403"ll nSPSP(DEA1120 104W01201 6615-P m -3W NIELY w NIY600 3W1-SELY DI'l Gsm P66W11' Wmlimrmn5mmmd9eL-F04mIkra4elmappfiwOxnbmNremarW IALfimaiv/A L/GNT//VG° WF4 DOWNLIGH9N6:One Uthonb Wm,Cwr.,G.AM12 Phmr.BW-3154935 Fanc770860-3129 www.l"nhonia.mm 020162018Aaiy Brands Lighting, Ice. 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(i inn- 12Jn - 1J -inn----- Isn-----lsn��_ Isn-----Isn-----.Lon-----Isn - rr�0n�s-----Isn- TRAFFIC - T ion- - --�� ---Isn--- TOP �IQ.I -Isn- - - T SEMINOLEDUTE TRAILS \ \ 17� VARIABLE WIDTH R/W MAST ARM \ O �a0d� _ a, --------- -� TRAFFIC - w .. a . . a - - -. a Q - - Q e / -- --- a ��.� _ --w »-�»-� -_ --------------- --------- as 11T e _ _ - _ _ - _ _ _ _ _ _ _ - - - - - - - - - - _ o� _--a --- ------------- - - x - - - - -------------------------------------� - _. _- -. -. �. - �- e 4 Fs,_ a-� Zr IT - - -M Tn U. S. ROUTE 29 SCALE Vii A B C D E Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description Filename 2 99407K3 SINGLE 3117 28 1.000 Single Asymmetric Wide Beam, 3000°K, 20f 99407_BEGA_IES.ies 00 3 99408K3 BACK -BACK 3117 28 1.000 Twin Asymmetric Wide Beam, 3000DK, 201ft 99408_BEGA_IES.ies 8 7000WWND SINGLE 184 20 1.000 Windfall Wall Sconce, 3000°K, 6ft MH WINDFALL OUTDOOR FIXTURE.ieib 22 LCMPD5RW.T3q SINGLE 885 1 11.3 1.000 Canopy Downlight, Mounted 12ft9in LCMPD5RW-T30.1es 63 1 SW24 I SINGLE 1527 15.88 1.000 Cove Strip Light, SW24-6_C-DRY-30 SW24-6 0-DRY-30.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description Parking Lot Illuminance Fc 1.64 6.3 0.5 3.28 12.60 5ft Grid PL-H Illuminance Fc 0.15 1.7 0.0 N.A. N.A. 5ft Spacing, Horizontal PL-V Illuminance Fc 0.36 2.8 0.0 N.A. N.A. 5ft Spacing, 5ft Elevation Site Illuminance Fc 1.27 13.2 0.0 N.A. N.A. 5ft Grid Z O a U Ln W 0 Z O Ln w Of W Q DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE Lu I I z J a Lau J 0 n O n c z m Z� p� N1 � C J a G ; /1 0 L.L c LU m Zm r� rr��►► Z V , � � a J c 1-E U U w `o MLU N -I 3 N Q a N w Z o _J o CO J u Q = 0z 00 r1 6 2 f- N J e� c a m UEL 0 O c (r d7 CO 3 N Z norM O� 0 N F 07 no B 6 N C a X C 0.0 N d� m o m U C E aCO U1a 0 a c 2a m a JOB NO. 0 o 0 47165 eo c E, SHEET N0. u o L3.0 t E I-_ LED pole top luminaires with asymmetrical light distribution Housing: Derast aluminum housing and slip fitter. Slip The 3' O.D. pole top, secures to pole with three stainless steel eat screws. Die coatings are marine grade, copper free (S 0.3%mppar corned) A360.0 aluminum alloy. Enclosure: Faceplate is conatmded of dls-cast aluminum and is secured to housing with mechanicaly captive stainless steel Badlands. Tempered clear class. Renctor of pure anodized Aluminum. Fully shielded to campy with I-EED zones 1 and higher. Fully gaskalBd for weather tight operation using molded silicone rubber-U-channel" gasket. Elrsctrical: 231 LED luminere, 28.0 total system watts, -30°C MUST temperature. Integral 120V through 27N electronic LED other, C-1 OV dimming. LED modull are sea labie from factory for easy replacement. Standard LED odor temperature is KOOK With a>80 CHI. Available in 30DDK (>EO CRI); add suffix K3 to order. Note: LEDB supplied with lumina ne. Due to the dynamic nature of LED technology, LED luminaire date on this sheet Is subject to charge at the discretion of BEGA-US. Fa the most current technical data, please refer to www.11egemucan. Finish: All BEGA stendartl finishes are Doyester powder coat With minimum 3 mll thlckrress. Available In four standanl BEGA clots: Black (Bri White (WHl Bronze (Bill Silva (Si To specify, add apprdpi suffix to catalog number . Custom colon supplied on special order. CSA cored to U.S. and German sbndads, aultebls for wet localions. Protection daps Fell Weight: 20 Its. EPA (Effective projection area): 0.76 sq. ft Wmtnaire Lumens: 3117 is I-Poil top luminepro esymmetricm wide beam tarp A B C W07 23.6W LED Single 18'e 2F 24 Type: BEGA Product: Project: Voltage: COIOC Options: Modified: BE" 1MM0 W4y,CepinwrM,G MIS (e0s)es4-OSal FAX(Na)6s8-9474 wwwAts"a-us.com Cmpyaigm BEGA2019 Updated01/172019 FIXTURE A LED pole top luminaires with asymmetrical light distribution Housing: Darest duminMn hdtiong end slip alter. Slip Ifte 3" O.D. pole top, s s uresto pdewNn three mainleas steel act saeere. Die castings are marine grade, copper he (s 0.3%copper content) A360.0 aluminum alloy. Enclosure: Faceplate Is constructed! Of de -...a aluminum and is secured to housing With rrednanicmly captire stainless steel fasteners. Tempered dear coos. Palmeri of pure anodized aluminum. Fully shielded to comply with LEED zones 1 and higher. Fully gasketed for weeM°r fight operation using molded alicme rubber'U-chonnal' gaelret. Electrical: 23.6 W LED laminate, 63.6 total system w s, -30°C start tompereturs. Integral 12N through 2TlV spctral LED offset 01 OV dimming. LED module(s) are seallable from factory for easy replammenl. Standard LED color temperature is 401 with a>BO CRI. Avallable in 30Dd( (>BO ORD; Rod suffix Ke to order. Note: LEDs supplied With luminaire. Due to the dynamic nature of LED technology, LED luddealre dam on this sheet Is Subject to change at the discretion of BEGA-US. For the meal current k admicel date, please rate to www.begs-us.com. lanish: All BEGA atemfMtl finishes are poyaster powder mat with minimum 3 mil thickness. Available In bur standard BEGA colors; Black (Bi White (Whm; Braces (EiRl Sliver (SLs4. To specify, Red appropriate Goals to catalog number. Custom Wom supplied on spacial order. CSA mmned to U.S. and Cro edian mallards, Rumps, for wet IocaOons. Prom on class IP65 Weight: 101Ins. EPA (Effective projection area): 0.76 sq. ft. Luminaire Lumens 5814 B 00 Pole4cp luminaires - asymmetrical wide beam a p A B C all 2 23.6 W LED Twin 18 a 2V 44 Type: BEGA Product: Project: Voltage: Color: Options: Modified: BEGA-US 10008EGAWay,Carplm H%CA98m3 (805)684-0533 FAX(805)566-9474 www.bega-us.com OposedgMBEGA-Le2016 Updamd Mlg FIXTURE B L ' CO n< CATA TYPE OGri LCMPDSR - 5" LUMENPAD ROUND LED DOWN LIGHT, SURFACE MOUNT,1000LM (11 W) r�--a,Rl 0 PROJECT • Easily mounts To standard octagonal l-Box. • Super Slim 3/4'thick design. • No -glare side lit illumination. • Die-cast aluminum frame. • Suitable for temperature down to-471-2l • WET LOCATION - For covered Calling mount only • 5 Year Warranty • New Bronze finish • California Title 24/JA8 Compliant - ORDERING - Example: LCMPD5RW-T30 Refuse FlnISM1 ammlrg CalarTemperture Mxerlal K "f _ ColorTemperature Material White W ELVDImMngn2ey) Blank' -Ttl Dk-Cast Aluminum Blink Black Black B 010VDknmIng02W/277V) Ul 3000K Non.Condurmve -PC Silver s 35WK -T3s Polycarbonate a.. B2 4000k -T40 ColorSelett -T5354' 30001,A500K/4000K 'Special Order for PC. 'Field perstable ring options available. Consult factory. 4(UE-Dig) dimming option is not California Title 24/JA8 compliant. Consult Factory for Remote Emergency Battery Back Up Option. Liron-rHECOMPLETEUGHTINGSOLLMON' VBITUSAT:WWWLION.COM PRODUCT SPECIFICATIONS SUBIECTTO CHANGEWITHOUT NOTICE FIXTURE D WINDFALL WALL SCONCE iL TECH LIGHTING WINDFALL WALL SCONCE TECH LIGHTING Modern, crisp lines and a slim profile combine In the handsome Windfall LED outdoor fixture. Indirect light bounces off the smooth, matte finish of the back to create a plate gentle glow for wayfinding in outdoor corridors and walkways. /lye M. be i� Outstanding protection against the elements: • Powder coat finishes • Stainless Steel mounting hardware J • Impact -resistant, UV stabilized frosted acrylic lensing Lts a '' Windfall SPECIFICATIONS DELIVERED LUMENS 183a WATTS 20 VOLTAGE 120V, 377V DIMMING EW LIGHT DISTRIBUTION symmetric MOUNTING OPTIONS Wall OCT 3000K CRI ea PHOTOMETRICS'laucpmnmme.plawemnwwwxallrinl„amm/anoDoa COLOR BINNING 3-Step WINDFALL 70 Ifs 170 167 her IC BUG RATING N/A Total Lumen Output. DARK SKY Nan-mmpllant Total Pow20 er 20 13V re Efficacy: 84 d7 WET LISTED IPss Color T Color Temp: 3000K 35 130 GENERAL uSTNG ETL A. WINDFALL WINDFALL NO Can olowmseRodplywith c.l.WhiEC aa24 shown In black shown In silver x3 BU BUG Rating: N/A 11s 6Hepbe ULIfORNIATRLF Zd Pad 6fxaWeer use wIN CEC 11 Im required. Appliance Dmabar nm rpu0ed. a try STARTTEMP -30Y FIELD SERWCEABLE LED Yes 26 ar CONSTRUCTION Aluminum Uffl�� 1d 35 HARDWARE Stalnlai mW flrvrsH Powder teat IFDLIFETIME UQ>6o,o00 hour, W 70 WARRANT 5years WEIGHT 51bis • Yuithchlighting—forsperifiseem ny Iimhationcan i details. PROJECT INFO nxNNETn£a QaeRm' WBNWIE61N O NOTES ORDERING INFORMATION TECH LIGHTING IwoalcT ANISN Asup RpOWWIO 6 BACK LED Im6]a1.3oopK1M/ ISeK MoonuawcoliceKnry VISUAL COMFORT& CO ,yam a{M @ID TeKughtlrg LLC NI yM1rs d.The-Tab pill graphklsa reglse`M safeness 1400LIndi... us, Read., IIllnaI.Ml •E9� TM,Ii9hdn9 raewesBwfiynmd,a,yapedbaaraM proWaimgo ememawiMw, mMlcaeon. T847A10A00 techlighting.m. mchlightingcom FIXTURE C 7 See page 2 for compatible extrusions and power SW24/6.0 STRIP: Static Whitesupplies s° 01 t?e J., Lti LIp reu-L' moo L� CI L� L=1L �,. n L� L-d' 'nCE� LPL.. soup LJ' LAC w — E CE _ CE � _ pa u C� CE One step one bin static white LED strip with 5261myTt 0 3000K. This energy -efficient 24-volt, 6.0-watt/foot dry -rated strip features 6 diodes per 2" cut point and is available in CCTs of 2000K, 2200K, 2400K, 2700K, 3000K, 3500K, and 4000K. Choose your connection type from bare wire, barrel connectors, or not soldered. Pair with an aluminum extrusion to create a custom fixture. Tlecilm luillortuadon[cakdmm u70=7o hi Tasted with M20.0i MEN*se CUT Lumenm Luminous Emcasy CPIRa CRIR9 Tel m Temple so 2001 414 saturnine 93 60 86 106 0 • steel ... I ... ... ... ... ... a 21eK A 7vW 2 Ln 96 91 B4 No I_Q_,LrKis °ate'AM e 27WK coo BB Thavy 98 82 W lm 8edbn QPJ Qy.—A I. B D D _�. 30001K 5 9B 84 B4 1@ DRY (IP20) Y o.32' 0.92' 1$ 0.08' 35WK 561 BB Leal 98 Be B8 lot 40001K 5E0 BBLarl 98 BB B2 tat pan IWMW Door V�AVmb� Votes, 24 wC Weaace: 60 WA, IF (�...�.� ID 30 IP2p) � W ......... .. .......... .. a ..........F .. ., rdand 1.8B'Imremenh ongpi oe WOMB .....-... y-1M!• ORO Cm WA It assecbng BRL select WA to, wire odor antl type - motors In standard 24'- requM cumom lengm (Max 120') by w Mng It In lnc m mM to'6W In [M1e order com box (ex. BW98) - WIRE onscreen for MATCH will he dictated by Reaction Feed InHood Out selection - Come terAVire In or Out not needed to specify product. Standard configuradm he BW W wire In and CIE for We out -Cl3 wire 5 smnderd rim-plerwm wire. Dl3P wire Is plenum rebel B 5 year warranty B UL Listed e Field modifications must comply with O-Tran's installation se Titre 24 - JA8-2016 Strips: DRY rated, 2700K and above methods otherwise warranty is null & void e All data has +1- 5% tolerance e�w RglIS 5=0 appe 020210-Trenfine . All n" reaased 1551 Hill Si. Wod, CT 0646012113301 aeNaogeenccm www.Reerman SyednceDon subject to change.Rev-03-0 21 FIXTURE E FOR DESIGN 1N'1'EN1' YUKYOSES ONLY 7/29/21 SW24/6.0 STRIP: Static White 0 -- - n .non n�k Imo" Y? rr��r ��f-+ la- - fin, n' n,I n" non E1„.. 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