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HomeMy WebLinkAboutSDP202100020 Plan - Revision 2021-09-28STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045B1 -05-OA-01 100 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, VA 24501 JOE F. SCHUPPE, L.S. (434)847-7796 JSCHUPPE@HANDP.COM APRIL 4, 2019 FIELD VERIFIED OCTOBER 2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED BETWEEN ROUTE 29 AND THE SUBJECT PROPERTY, APPROXIMATELY 130 FEET FROM THE PROPOSED BUILDING. WATERSHED: SOUTH FORK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED FRONT MIN: 10' MAX: NONE (PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY) SIDE NONE (PER BUILDING CODE) REAR PARKING:20' BUILDING: 50' MAX: NONE USE PRESENT: ABANDONED PARKING LOT PROPOSED: ±1,150 SF STARBUCKS WITH DRIVE THRU MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 18' PARKING TOTAL REQUIRED PARKING: 15 SPACES MIN. (1) ADA VAN SPACE GROSS FLOOR AREA (GFA) = 1,150 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,150 SF X 13 SPACE / 1,000 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 10TH 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 6 99 Jim Price Chevrolet Q 'r Charlottesville Bowlero Charr�j�sville Albemarle SPCA 19 Q WOODBROOK CROSSINGS€� CONDOS ©Skrimp Shack OrderpoorDash a Q gboogle IFIELDS n� 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 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. z Honda PO/O Grounds Rd Primary SITE LOCATION 0 Monticello United Soccer Club A;Y a� na Rriler CARRSBROOK o� �` G� Gloucester Ra oa° ago Dwer L osn,oa`O VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: COMMERCIAL RENTALS LLC 1024 CARRINGTON PL. STE 100 CHARLOTTESVILLE, VA 22901 CONTACT: DHANVANT GORADIA TELEPHONE: (434) 989-8667 EMAIL: DHANVANT.GORADIA@GDE-INC.NET ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG. KOTARSKI@TIMMONS.COM S T I L Sheet List Table Sheet Number Sheet Title CO.0 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 RI 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 IC�l/.1�4Y.9CIq�69 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 ��wLs'rI OIZ i U CRAIG W. J. KU ARSKI Lic. No. 0402048507 ;16,, 9/ 28121 vi 0 0 cD 0 ce ce W w U Q z 0 > K 0 r O � a OU a � O w W V o z a O OU OCd a w j .< � n Q U w Q 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 a J n 0 a z 0 H4 W' O U 11J > ML_Uj0 N a U N LU w m J a '� V 1 U Z) m JOB NO. 47165 SHEET NO. CO.0 LEGEND ROADS SEWER ® S ------ EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. WATER CURB W EXISTING WATER LINE O CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB . . C CLEARING LIMITS BC = BACK OF CURB 200 EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 - PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION 1O PARKING COUNT JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001 . 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. 15. . 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY FREE OF ROOTS STUMPS WOOD RUBBISH AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM 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 A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. THESE SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 36. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSTIVIE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. SUPPLEMENTAL REGULATIONS PER SEC. 5.1.60 - DRIVE -THROUGH WINDOWS EACH DRIVE -THROUGH WINDOW SHALL BE SUBJECT TO THE FOLLOWING: a. IF THE BUILDING IS ADJACENT TO A PUBLIC STREET, ANY DRIVE -THROUGH WINDOWS SHALL BE LOCATED ON THE SIDE OR REAR OF THE BUILDING, AWAY FROM THE PUBLIC STREET. b. NO DRIVE -THROUGH LANE SHALL BE LOCATED BETWEEN A BUILDING AND A PUBLIC STREET UNLESS SEPARATED FROM THE RIGHT OF WAY BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. c. NO PORTION OF A DRIVE -THROUGH LANE SHALL BE LOCATED WITHIN 50 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT DISTRICT ALLOWING RESIDENTIAL USES. d. IF ANY PORTION OF A DRIVE -THROUGH LANE THAT IS LOCATED BETWEEN 50 AND 100 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT ALLOWING RESIDENTIAL USES, THE DRIVE -THROUGH WINDOW SHALL BE OPEN FOR BUSINESS NO EARLIER THAN 7:00 A.M. AND SHALL BE CLOSED NO LATER THAN 10:00 P.M., DAILY. A. EACH DRIVE -THROUGH LANE SHALL BE SEPARATED FROM ANY PEDESTRIAN TRAVELWAY, EXCEPT WHERE A PEDESTRIAN TRAVELWAY CROSSES THE DRIVE -THROUGH LANE AS PROVIDED IN SUBSECTION (F), AND ANY VEHICULAR TRAVEL AREAS, BY A PLANTING STRIP AT LEAST FIVE FEET IN WIDTH. B. IF A PEDESTRIAN TRAVELWAY CROSSES A DRIVE -THROUGH LANE, THE OWNER SHALL PROVIDE EITHER A FIVE FOOT WIDE RAISED PEDESTRIAN TRAVELWAY OR A FIVE FOOT WIDE PEDESTRIAN TRAVELWAY CONTAINING A CHANGE IN TEXTURE AND VISUAL MARKINGS. C. EACH DRIVE -THROUGH LANE SHALL BEAT LEAST 11 FEET WIDE. D. NO DRIVE -THROUGH LANE SHALL ENTER DIRECTLY FROM OR EXIT DIRECTLY TO ANY PUBLIC STREET. E. EACH ENTRANCE TO A DRIVE -THROUGH LANE SHALL BE MORE THAN 50 FEET FROM ANY INTERSECTION WITH A PUBLIC OR PRIVATE STREET OR TRAVELWAY WITHOUT PARKING. F. EACH DRIVE -THROUGH LANE SHALL BE A MINIMUM OF 100 FEET IN LENGTH MEASURED FROM THE CENTER OF THE FIRST WINDOW OR SERVICE POINT. THIS LENGTH MAY BE REDUCED IF A STUDY IS SUBMITTED AND APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT OR HIS DESIGNEE DEMONSTRATING THAT A SHORTER LENGTH WILL BE SUFFICIENT FOR A PARTICULAR USE. G. EACH DRIVE -THROUGH LANE SHALL EXTEND AT LEAST 20 FEET BEYOND THE DRIVE -THROUGH WINDOW. H. IF A DRIVE -THROUGH LANE IS LOCATED ADJACENT TO AN INTERNAL TRAVELWAY, THE DIRECTION OF TRAVEL IN THE DRIVE -THROUGH LANE AND THE TRAVELWAY SHALL BE THE SAME UNLESS THEY ARE SEPARATED FROM ONE ANOTHER BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. SPECIAL EXCEPTION 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" 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„ 14 1"Al ? d' a j- / a a 7 „ a.a a° e d \ da ca d a r 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. I. KOTARSKI Y Lie. No. 0402048507 14 on, 9128121 A M E 0 � o N Vi N C > E w ° E LU a U- ow- w 0m K Lu t M d J U m J -u (D Uj w � 3: 0 X J N LL 0 Q =,;,. V) _ N = U > F ¢ C V; o O N � M o w vi D 0 0 0 cc 0 w w_ U Z O 0 0 H Z O a U LU w 0 Z O (n w w E. DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A LU I5 z a J LU J n O z`o H�N 5 Q U) o 6 LU > J s v )} Q ~ `° Z r LJ a 1�1 Q o Mw N Q C/) 2:a Nwwo co � o X 0 i Q p °Z n0 Z o2 A �-6 v) m- E o a �N U 0 D 0 3 Z 0 m K1 0 � LJJ � a 0 o QM a m 3 X C dh 0 0 E `o �M V N 06 a f0 'a JOB NO. w 0 2 .- 47165 C V SHEET N0. n o C1.0 t E F_ 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A © KNOX3 {nox-Box® 3200 Series o o SMN9 AM RRWPMas Sft[ 1915 HINGED DOOR MO['"" HALF PLAN VIEW MH-1 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID .` Recessed Mount High Security IndustriaVGovernment Key Box (NEENAH R-1975 OR EQUIVALENT) 10" TYPE 21-B AGGREGATE SUBBASE COURSE with Face Flange - o 0 0 o 3" CONCRETE COLLAR Front lFiew 2'-0• CRUSHED STONE BEDDINGU Lie. No. 0402048507i� d sOrtaGB Mount �E 5 1 6" DI CLEANOUT COMPACTED SUBGRADE 9/ 2812211 Heavyl/6'Thick stainless SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. -- O `r ONAL stainless Steel steal B B a Lack cover _ 4 Door Hinge STANDARD MI NOTE' i - I PLUG AT END OF LINE THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER -1 - DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS Hole Troy © ADJUSTMENT OF COVER AM FRAME TO GRADE BY THE USE OF MORTAR OR - - tampersesl o- BRICK AS DIRECTED BY THE ENGINEER. 1/2" solid plate , 2'-0" . E o 0 steel door D. �� �• CLEANOUT DETAIL LIGHT DUTY ASPHALT PAVEMENT SECTION N N The number one high -security KNOX-BOX® is used for most with gasket L 1/4" Solid steel housing B w� S. ww " FLAT SEAR TOP AS DETAILED 4'•0" No Scale Q 100%welded n No Scale E b O �`+ ON STANDARD OR TA MAY BY commercial applications including businesses, schools, 3200 Surface Mount T SUBSTITUTED FOR TAPERED E SECTION WHEN APPROVED BY y, governmentand public buildings, community associations and •.i THE ENGINEER. 1.5" ASPHALTIC CONCRETE SURFACE _ ST'D. sr-1 (,': HALF SECTION A -A H w > 3 apartment complexes. The 3200 Series KNOX-BOX holds keys, (WITH FRAME *0 COVER REMOVED) COURSE - Sivi w ; A I/a" A BRICK CONCRETE SIGNAGE NOTES: Q LL o 3 (n access cards and other small items necessary for emergency Front View side view 2.5" INTERMEDIATE BASE COURSE - BM25.OA 0 L (- access. 7 WIDE 5" DEEPS a _ 4 ° NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST a W BEVEL b z The hinged -door 3200 Series KNOX-BOX is more convenient w G" 8• vEL 45 L QUANTITIES SHOWN ME FOR MANHOLE CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: w - O G. WITHOUT PIPES. THE AMOUNT DISPLACED 8" TYPE 21-B AGGREGATE SUBBASE COURSE � > C, 114' easel cage, p> BY PIPES MUST BE DEDUCTED TO A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ' d o N ~ than the hft-off door version because d allows single-handed operation and opened or closed, it's all one unit.[[,7a t00%welded o m T-O„ Features and Benefits Holds up to 10 keys and access cards in interior T' HIGHFOOTINGcompartment• 0 w /' CONCRETE• >�DIAMETER Ensures high security. Box and lock are UL® Listed IncludesaKnox-Coat® proprietary finishing process that protects Knox products up to four times better Flange �/ (rBGB6eear modal only) - 4'-8"t (2 x WALL THICKNESS)• SECTION B-B BRICK CONCRETE OR 7"x7'1lange (receBecel than standard powder coat model only) 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. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.755 1.961 7 1.0 6785 F223 8 1.2 0.755 2.455 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 1 3.817 13 2.5 0.970 4.179 14 1ii 0.9720 4.541 15 3.1 1 0.970 4.903 18 3.4 1 0.970 5.265 17 1 4.0 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN THOBTAINTRUE HICKNESS OF 9" WAS USED INQUANTITIES. 2. A B 24" B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. in W w Fes') H V y a r1' rn h COMPUTING CONCRETE QUANTITIES. 3 INCREMENTS TO BE ADDEDEACH C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. O n x _J1 LL vOi U.1 W FOOT OF DEPTH. D. THE 2000 INTERNATIONAL FIRE CODE. \\/\\\\/\\/\\\/\\\/\\\\/\\ (1i Q l GCL W 4. MATRIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. C U) = N N Z 0 U Q Q J 5. IF BLOCKS ME USED THE MINIMUM 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID COMPACTED SUBGRADE = > � O 0 O d THICKNESS OF SAME B To BE s'• CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY Q 1- . Ir; N OTHER WWALLNTHCKNESS SHOWKNESSES ARE N FOR�OPo'H WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. N > Z Q CONCRETE. BALL CONCRETE To BE CLASS A3. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS v v uJ o ¢ U) Q m 7. WHEN SPECIFIED ON PLANS THE 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE 00 _J �' Z W INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. AN THE COST OF FURNISHING D PLACING CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST CD w Mr,i- W a- Z1 C) -+ Q Q K ALLMA INCIDEBE GALVANIZED BY THE CONTRACTOR.SHIN U k Z BTO INLIAEDONTHE eo PRICE FOR THE STRUCTURE. Q m m g HEAVY DUTY ASPHALT PAVEMENT SECTION Vi W 3200 Recessed Mount SPECIFICATION SOLID WHITE LINE Ir gasket REFERENCE n n NVDOT (TYP) NO Scale 0 W W MANHOLE FOR 12 - 48 PIPE CULVERTS ROAD Aro BRIDGE STANDARDS o w � _j • Hinged door allows single-handed operation g p REVISION DATE SHEET 1 °F s STOP (D cW ¢ J 302 VIRGINIA DEPARTMENT OF TRANSPORTATION EXPANSION JOINT WITH V' G � m 0 • Colors: Black, Dark Bronze or Aluminum 106.01 7) a Z Ordering Specifications a ti Weight: Surface mount -8lbs. PREMOLDED EXPANSION 1/4" SEALANT cc > > ¢ 3 W To insureprocureerentanddeliveryotthe 3200Series KNOX-BOX,itissuggested IS-1 FILLER, "ZIP STRIP" OR = Recessed mount-9lbs. 12' NON -SLIP BROOM FINISH that mound with EQUIV.,SEALWITH ~ ti ti ti,.H •-I KNOX-BOX surface/recessed mouldwith hinged door,with/withold ULLisled tamper switches. (VARIES) WWF 6x6 W2.9XW2.9 o N N N N N 1/4" plate steel housing,1/2" thick steel door with interior gasket seal and stainless steel door STD. SILICONE SEALANT 2„ > w o 0 0 0 0 Options hinge. Box and lock UL Listed. Lock has 1/8" thick stainless steel dust cover with tamper '9 w (V N N N N R1-1 ����� • Alarm tamper switches UL Listed seal mounting capability. _ ¢ v r^ o rr1 p ( ) Exterior Dimensions: Surface mount body- CH x FIN x 3-3/4'D j SHAPE To ELEVATION NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL ' 6" 4,000 PSI AIR ENTRAINED PORTLAND ¢ O • Recessed Mounting Kit (RANK) for recessed models only Recessed mount flange- 7'H x 7'W �jj LLOF AW EST pM OF HIGH INTENSITY SHEETING NO SCALE a, °:,. CEMENT CONCRETE z • Inside switch for use on electrical doors, gates and other Lack UL Listed. Double -action rotating tumblers and hardened steel ' �i� rn DATE pins accessed by a biased cut key. SHAPE TO 6" TYPE 21 A STON E COVER > electrical equipment Finish: Knox -Coale" proprietary finishing process COF PIPE ONTOUR Colors: Black, Dark Bronze or Aluminum j 3/22/2021 fdNsName: KNOXCOMPANY: 3200 Series KNOX-BOX(mfrscat.ID) J I SOLID WHITE LINE 6 j�\\�� j\//\\ j�=COMPACTED SUBGRADE (CBR 4) DRAWN BY MMOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-22M • Web: www.knox0ox.com • E-mail: IntDO noxbox unn A. FONTAINE cc-12 DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS �.� • DESIGNED BY M A 5'N •° � • SLOPE TO DRAIN TO INVERT 2' I I 2' •5 DOWELS, LONG PERMISSIBLE 12,1 Mom' OF OUTLET PPE �} j�--� • A. FONTAINE AT ,2•'Q-Q CONSTRUCTION 12„NAX. �- �- �'- SECTION A -A �P) �P) HEAVY DUTY CONCRETE SECTION • CHECKED BY 5- MIN. JOINT -� ,4+m 4'NN ' ?f>� •44 12n MAX ''S TRANSITION BETWEEN p y B PIPE DIFFERENT SIZE WHEN METHOD OF TREATMENT IN DROP INLETS STRIPING AND SIGNAGE DETAIL No Scale . y 12'1 MAX ,0 PIPES ARE SIZES OF C. KOTARSKI ■L - WITH BUFFER STRIP PIPES ME ENCOUNTERED. �e No Scale NON -SLIP BROOM FINISH • • SCALE RAMP RAMP (SEE TABLE) <SEE TMLE1 12') NA" A NOTES, �� VARIABLE WIDTH' N/A TRUNCATED DOMES t2a MAx.a i m ' e ° 4' MIN SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH e 0 SEE SHEET 10F 5 FOR DETAILS ' THIS LAMS OR IS TO APPLY TO THOSE STRUCTURES SPECIFIED OF \ SLOPE TO DRAIN .a MAX. CROSS SLOPE 2 k ON PLANS OR WHERE AVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF MAX. 5'-0" MIN � STRUCTURE. t• OUTLET PIPE •: SHAPE TO MATCH FACE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED PAVEMENT , _ •• BACK OF CURB OF ROAD11 MAX. WAY CURB WITH BUFFER STRIP � N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. / THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A 20'1 4 ' 1 5' Mal PORTLAND CEMENT CONCRETE MI% CONFORMING TO CLASS A3 OR / /�\/��// - //\\// • CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE \\ \ o \\ 12`1 MRX' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, ° BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I /I x'' �2'� SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 2 MIN. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ` • • ° • \\ \ \\ SECTION A -A _ /X����� = DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE • ° �� //// PERMISSIBLE x WITHOUT BUFFER STRIP PURPOSES(DUAL ONLY. EACH MANHOLE AR DROP INLET IS TO BE SHAPED --- CURB TRANSITION DETAIL \/ 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTION ; al INDIVIDUALLY FLOW LIINNESP'�TICULM INLET AND OUTLET J// JOINT o ; PLAN SECTION B-B No Scale CONCRETE o �= 1 COMPACTED SUBGRADE am Uj 4" TYPE 21 B STONE COVER 5 METHOD OF TREATMENT IN MANHOLES a CURB ai SECTION B B CROSSWALK VDOT SPECIFICATION NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN >- STANDARD METHOD OF SHAPING REFERENCE sIGN A PREE OF LANDING M2A ROAD AND aRIDCE sTANDAROs ACCORDANCE WITH VDOT STANDARDS. r 0Ui90E °"""�Lw"Y MANHOLE & INLET INVERTS =_ CROSSWALK CURB SHKL BE PROVIDED FOR SHEET 1 OF 1 REVISION DATE NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHIN TmAwt KED }02 STD. U POST SEE SHEET I OF 5. {q e' clR CROSSWALK MiaEEX 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION J j THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB GALVANIZED IS LIMITED TO 15 FEET,REGARDLESS of THE AT INTERSECTION BUFFER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS SLOPE. WITHIN CROSSWALK N W TYPE B PARALLEL APPLICATION ROADWAY GRACE IN PERCENT MINIMUM RAMP LENGTH IN FEET d" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 5 9 4 a 12 5 10 15 6 14 5 LNUING 48.1MA. DIAGONAL PLACEMENT SLOPE NG,a:IMA%.LANDING .m,MAX. CONCRETE SIDEWALK PAVEMENT SECTION JCL SLOPEcum BUMPER BLOCK CONCRETE BUMPER n CURB ANCHOR WITH 5/8" REBAR BLOCK AS NOTED No Scale lO a T CROSSWALK RQH CROSSWALK �(a•( 7 a R MP, pp IMBEDDED 24" IN GROUND ON C4.0 L 4 CONCRETE CURB II CURB 6' R- �4 1-4 W oafi 3 HANDICAP SIGN °' WITH BUFFER STRIP LOCATION (VAN) REFER TO VDOT STD STP-1 DETAIL ' '1"' CONTROL JOINT SPACED CV WITHOUT BUFFER STRIA' FOR MOUNTING REQUIREMENTS ' p AT WIDTH OF WALK (MAXIMUM) Q 0 o XV00T SPECIFICATION 2' 4 f+ti 1 , , > @ CG-12 DETECTABLE WARNING SURFACE REFERENCE n EXPANSIONJOINTATMAX W s ROAD AND BRIDGE STANDARD 1 } SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 FACE OF T FACE OF OF 30', WITH PREMOLDED 21T7 O7n6 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CURB CURB - EXPANSION FILLER Z 11�I CG-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' 12 o Mi �0 18' 18' CONIC. Lij . WALK O O HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) / ' GENERAL NOTES: DET°TEECTAB E WARNING SURFACER R(AREA IN SQUARE YARDS) PAINTEDCG-3 IN LINEAR ET) 4" Uo 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPMATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. PER 4n PAINTED J �)( t 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR y�% DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RPMP 12'1 MAX VDOT STRIPE - - + t.4 ' • a' "°.7� 3 THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48'1 MAX 4' X4'.'..:. .4�:.! L-:' Z -•� •. c SPECIAL DESIGN SEWARNING SURFACE CTION FOR D SHALL BE SUBMITTED TO THE STANDARDS MD SPECROVAL.. (TYPICAL) '�'': •" A': ` ? .,� :. ^�:;, �, '.i : _+_.. ;y _ _'...' •' "' "r<:y.'..el�•' °..0 c U/ Ttj�? 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 9' 9' ��� '.•4' - f - - 4 • • N U.J w O FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. v X 4. IF RAMP FLOOR IS ARE SIDES MUST BE PROVIDE FOR DOWEL BENS OF ACCESSIBLE SIGN AND POST DETAIL ' Q CL 2 N THAT ADJOINING FUMED SIDES T C BE CAST IN PLACE NITER PLACEMENT OF 101 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHELL BE CLASS A-4. O Z 5. REQUIRED BARS ME TO BE NO.5 x 8" PLACED T CENTER TO CENTER ALONG TYPE A No Scale \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ a 0 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR HANDICAP SPACES REGULAR SPACE \/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/\ Z 2 CONCRETE COVER 1/,". o 0 - 6. CURB / CURB MD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS p�O�p1M� 4" 21-B STONE ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN TYPICAL PARKING SPACE DETAILS RESERVED FESU*D 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12) MAX COMPACTED SUBGRADE �o BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER ,2„ MAX CONCRETE SIDEWALK JOINT DETAILZ m rn _� PARKING PARKING AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY No Scale D. O CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. No Scale OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS � O AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B O BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL EXISTING PAVEMENT PROPOSED PAVEMENTUNOBSTRUCLe c ACCESSIBLEELEMENTSOFIRA AND FACILITY THAT RESISTANTPATH AAPPROACHED.ING ALL ENTERED , . v v l " vSyr l F N 3 AND USED BY PEDESTRIANS. X , ZIL E m B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12'1 MA% O 0 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �� a- SAWCUT THROUGH (L MATCH EX. CROSS <_ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX ; a J N PERPENDICULAR TO THE CURB. 5." xx * U EX. SURFACE lil SLOPE UNLESS OTHERWISE �LTY MKTY 2' FROM EP ~ s 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ,�. COURSE X SPECIFIED ON PLANS 0-�RE $W-�RE >>>0T...« TRAFFIC. REFER ACCOMMODATE THE TURNING TO STANDARD C°GI3MCOMMERCIAL ENTRANCE ENTS OF ANTICIPATED HEAVY (HEAVYTRUCK 4'MN LU Il.l 64M TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT E ,2" HIGHER THAN w &REMOVE TOWAWAYZO)E TOWAWAYZOPE EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XW. ,SAME AS TOP OF CURB PAVEMENT 2' MIN. PROPOSED 7 1/2 U LENGTH C THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. > - 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C SURFACE VAN IN 4'x HECLANDINGCROSS AREA SHALL BE PROVIDED TO MANEUVER A THIS 4'HAR PARALLEL & PERPENDICULAR I 2 vNi INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 2" + COURSE 6' ABOVE A . 6' ABOVE 5" O ENDING AREA MAY INCLUDE THE GUTTER PAN. - x C TRUNCATED DOME m N O 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C FINISHED FINISHED d'E-M 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 I1 THE BACK OF CURB. "- o 0 o O 0 o 0 0 0 0 O _ PAVEMENT ANCHOR WITH 5/e' REBAR o 0 0 0 O 0 0 O o IMBEDDED 24" IN GROUND; LANDING RAMP + O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �o SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR d e 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 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MILL EX. 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) 0 50%-65% OF RISE 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 DETECTABLE WARNING o SAWCUT EX. BASE COURSE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. \ \ \ \ \ \ AT BACK OF CURB "-1.4" VARIABLE FULLPAWIDL M105 RAMP FLOOR _I EDGE OF PAVEMENT AGGR. BASE \/�\\/���/�/\/��\/\ o a SEE NOTE 12. BASE DIAMETER I- ]DB NO. an O DETECTABLE WARNING TRUNCATED DOME VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN Un INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 47165 O %,V0E7T SPECIFICATION '^ 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. aoC SHEET I2F 5 REVISION DATE (GENERAL NOTES) 105 N N C1.1 203.05 07/15 VIRGINIA DEPARTMENT of TRANSPORTATION 502 No Scale No Scale No Scale F ,E NON TRAFFIC INSTALLATION NYLOPLAST 12" DRAIN BASIN: 2812AG X 1201DI APPROX DRAIN AREA • 39.75 SO IN APPROX. WEIGHT a 15 LEG 1299CGC APPROX WEIGHT WITH FRAME=3B.9D Ul 4'MIN01 6" MIN ON DRAIN BASIN INLINE DRAIN (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSRAKE OFF) REQ. SAME AS MIN. SUMP) 18' MIN WIDTH GUIDELINE t. . a B' MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES RIABLEO° SOP TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR CCORDING TO PLANS GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDRIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 70D1.110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN BASED ON 014.95 Y NA1A T NT WATEFGIGHTJOINT MANUFACTURING RED.) (CORRUI\/mG•A•T•ED HO�PEIIS�H1\OWN) d•MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) VARIOUS TYPES OF INLET& OUILETA➢APIERS AVAILABLE: V- 17 FOR CORRUGATED HOPE (ADS N-12iHANOOR DUAL WALL, ;! �'i '� CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASIM D2321. ADSMANCOR SINGLE WALL),N-12 His, PVC SEWER PO SOR 35), BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PVC DWV(EYZ SCH 40), PVC CIKIW 5,CORRUGATED&RIBBED PVC THE BACKFILL MATERIAL$NALL BE CRUSHED STONE OR OTHER PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. GRATE OPTIONS LOAD RATING PART# DRAWINOi 817.& GRANULAR MATERIAL MEETING THE MOU IREMENTS OF CLASS I, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PEDESTHwN MEETS w10 i2a3CGP To1.110a02 CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, STANDARD SOUDCOYER MEETS wo MEETSHm 1sRR.E 12e9GGc 1.1-11. 7.1-11. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. PFUL5THIAN SHONSE wA 129scGPB 1.1-11. PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DomE wA 1299cc0 7.1-11. PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH AS TM 02321. InePNDRATE UGItr Guru, loin 7001-110021 1-GRATE530UDn R3 LBEDUCTILEIRON%RASTMA63SGRAOE70MOfr, W RH THE E%CEPTION OF THE BROKZE GRATE. rs s TMATT RNMIH DRAUMBr 31MWRDMt AYE NA(LPMNTHAS ES UBIEC E C EBc MAIDGL 2-FliMIE33HALL Bf DUCTILE IRON PFRASTMASW ntWE7030Cb NYLCPUST HAS PROPRIETARY RIGHTS THE RECEIPT BIIFMO,WMMB DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAYVARY DIMENSIONS ArAEN INCHES DISCLOSED E MATTER THIS PRINT HAS R SSUSI CT CH NYLOPJ3T HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWXBY LJA XATERNL BUFORD or8AYE BUFORO,WN51, ORPOSSESSION OF nIIS PRINT D0E3 NOTCONFER, DATE S20N PNX 1)i0I9L 261] 3-DRAIN Br51NTOMOUSTOMMAl1UFACTUR®ACfpROIXGTOnPNDETNL3. OR POSSESSION OF THIS PRINTDOES NOi CONFER. MTB O1flAF Filter (T]A)823-2A1T CRATE Has LIGHT Dury RATING TRAN PER, OR LICENSE THE USE OF THE DESIGN OR FAl11TFY19Sig.X N�T�0 asl( RISERS MENEEDED FOR BaSINSOVERN°DUE TOSIFANGI✓ESIRICTKM3. TRANSFER, OR LICENSE THE 151 OF THE DESIGN OR TAT + FA%GTAI932-21M 1\oo as QUALITY: WA RIALSSHALLCONFOWTOAS1MA536GRADE7050A5 RfN9F0 BY XMX PROJECT NOaNAME INFORMATION H WN HEREIN TECHNICAL3 0 ✓ wmv.n Io tial by MSB V P WCDRAWINGNO.M-11pW5 TECHNICAL AL INFORMATION SHOWN HEREIN ./- Matuaugm C C flEN5E0 BY NMX PROJECT XOAMME '•^m''^7I°p REPRODUCTION OF THIS PRINT OR ANY INFORMATION A. DRUxAGECOxxECnCN 3NBJ01xTnn1Tx6535HKLCCNFORMIYI REPRODUCTION CT THIS PRINT OR MY INFORMATION TRUE PAM:CASTINGS ARE FURNISHED WITH ABLACK PALM nTu: CONTAINED HEREIN. OR mPNUFACNREOFANY DATE 811148 MWXBASM bINWEOWNN ASIM DU12 WRCORRUGATED HOPE w17ANMOOR OM WALL', CONTAINED HEREIN, ORMNiUFACTURE OFPNY RATE 0}111F SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ARTICLEHEREFROM,FORTHEDISCLOSUREMOIHERS NMITRAFFIL IXSTAMADUN w12 HP,b PVCSEWER ARTICLEHEREFROM FORTHEDISCLOGURETOOTHER$ 1tN OIWN BASIN WICK SPELNSTALLAiDN DETAIL ACr ASSTATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ISM' OLEN, WRITTEN S ADAPT�RS CAN PE A%MINT®ON NIYONfiEO°iO3R1°. TODETERAINE MINIMUM ISFORBE BYSPECIFIC WIUREN JUSTICE, 28 CFR PART 38. DWG SIZE A SCALE 1:15 SXfEi 10F1 OWG NO. 1w1410411 REV F MNYLBVSPECIFIC PERM19610N FROM NYLOPIAST. nwaur FE%CFPr ANGLE BETWEEN ADAPTER99EEDRAMNG N0.TD1-11n012 PERMISSIgY FROM NYlOPIA$T aem"wrvy DWGS� A 9CAlE 1:2p SHEET 1OF1 DWG X0. TpN.11e10 REY E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B 24" IN a.. INITIAL BACKFILL 8. IN MIN MIN. MIN MIN. O ff 6'" BEDDING "'�' ' - " #68 STONE * STABLE SOIL ROCK AsSCRAPE 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 UNSTABLE a' I INITIAL BACKFILL a MI a" Be SOIL _ MIN. MIN. MIN MIN. #68 STONE :GRANULAR FILL AS :2: ,>•:y7.<; 4111- APPROVED BY ACSA 5 A 1 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. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) W.YD. W.YD. BEND L H T L H T BO 250 2.50 3.01 0.24 q• � 8• 45 200 2.25 280 0.15 200 225 2.50 0.15 221/2 1.50 2.00 252 0.10 71 1/4 I.50 2.00 250 0.10 90 3.88 3.t6 3.21 0.4B 8" 45 288 2.88 2T7 O.ZB 22 t/2 1.88 2.18 289 0.13 3.16 2.91 2.66 0.32 17 1/4 7.66 2.16 267 0.13 BD 4.83 3.83 3.42 0.83 IO" de 12" 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 22 t/z 2.33 2.58 288 0.24 11 1/4 1.83 233 284 0.18 IAlbetnode 000ll1y Hydrant Flow Date of Report ServiceAuth4rity 3/16/2021 ServinB�Canserrirg ��� Test Report puseponspRwlCourae,solru VA139tt (,a.f9]71511 Location SEMINOLE TRAIL Pressure Zone URBAN RING Date and Time of Test 3/18/202111:02:00 AM jMIigutes of Flow 1 Isipe Size (Inches) 1T 12 _ - _ Pressure Hydrant hill 11787 4' 'Static Pressure (psi) - 105.5 v _ r _ 'Residual Pressure (psi) 87.2 ICI Q20 Looped Ll Q20 Multiple Inline Hydrants 420 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 11137 Pitot Pressure #1 (psi) 47.45 Yellow 1 Test Flow 1 "- 1161 Flow Hydrant #2 10504 Pitot Pressure #2 (psi) 63.06 Yellow 2 O Test Flow 2 1323 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 - 0 Total Estimated Flow (gpm) 2484 - AWWA Q20 Calculation(gpm) 5710 (No value I. Q20 mandates asuf dwat pressure drop for Q20 OR a sole sprinkle, test) Comments Hydrants opened all the way. Forme hod of constants, pitotfevowth a red Pollard Arfuser. see of 13,Walsk-and LutesaHde Iii leurnal M... Moorland Operat..a AW Wp For yellow Pollard dinorers a best A third order polynom al equal on of the Pollard flow vs. prior pressure gauge is used. Estimated Consumption (gal) 2484 -- ,Foruseforwateraudit /''� /►�� /� (Signature of Tester: . r N J •:F 1 El \I WATER 2500 P.S.I. M.J. GATE VALVE LINE SPHORIETARYRIGHTS. THE RECEIPT BUFg1q GA iox ACTUAL DIMENSIONS MAYVARY N F N OF THIS PRINTDOES NOT CONFER DATE MN PAIN ]]0 9IIeK12 1 1 DIMENSIONSAREIN INCHES UCENSETHEUSEOFTHE DESIGN OR ORM4TDN SHOWN HEREIN V OF THISPSN ANY INFORMATION REIN, OR MANUFACTURE OF MY IWtA,Fgt THEDISLLOSURE TO OTHERS FA%R]01932eA90 �✓ O ast waTYnylophstuS,F. GRATE MEET$ HL2(I LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO AM A535 GRADE 70EQ05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE IXUWING NO. REVBED BY EBC DATE 41111 PROJECT NO.MAME TRUE 121X DROP E%CFIn BYSPECIFIG WRIT® 70D7116033 OWG 9ME A SCALE 1:A SHEET IOF1 DWG N0. 7001-110 1 REV O N,r.1NYLCNAST. . CONCRETE '• 8 n 2'x 2' BEARING AREA. THRUST BLOCK :•d a. n NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 u/ 1 , 1124 Err /, P csaHranln i s I - x nSemica, Ownership ✓ -. " 289 Not In Seryioe, ACSA Owned V� 6 ' No[ In Service, Private Owner 29 In Service, PHvare ownership U,4` 2325 In Service, ACSA 0wne0 91P • 0 ' --� L ACSA Water Same ACSA Fire Line 2295 -- i 1 Water Main y 229] �` {I Flow Hydrant 124 1�L4s,o 3, °qe asy a� �r" MApMe '� 111372291 ehi P ACSA Pm Ownership 29 SAWaerMain 3511 Jtility Type 2135 .00 -PMblew Wr �b - 43& Raw wahm L •� i - to �- 7 CM Water Lines 1 �]� �.. A 22]S, �L P �o Sso- IT / y 904 trOM qQe �3509 1083 l AaSee 4, W \\ Test Hydrant o- ego ���2o trotr - 3sai' 3sto 3508 9T5 111787, 2235 3505 110650 1083 Flow Hydrant 1 3so3 asoB �orom 4� wd a 08 dF I Ss04 1123 �p 050 3500 I 9 2231 0 34is / //'L^'�, \\� 46gJ 6 / 432 YS. .too'MIN �O 9iS2�� 4 ��p%468--3413 p 0R" tr 2185, ��� 3411 N6N 3410 4S2_.- Y 1!t 20D/ Ma- 102' 1D651 /ryG+� Qt\ /N otSCIAIMER Doreas structureslot lines. and all appurderamosessudedied On MIS mapaom dear gereal Is y 1 ever a Tr, Th p he m' na' ry INe ro preliminary ' N wn an b rovese a nd General pume rhalnle n BI p ce mle W E fflYriRYW IG 40MMIIr anI'eeedt se have t aril Pro 'tls Wr Y la dr Y haw any s a! 1 d the M1 mNis Amorbounreu oftrge Phr 1 veegcti Mpny t C yawn, 'Prow mn,p par bond roq mI'ro afro only eshau ace eerprme S- Service Aut •rity a An. modm� mnawcbona p not atP rear rprnood pu aelemmutipn. GnIMIACSAeretlq ro pace wary ncae n. 0 125 250 375 500 Aellal lmaeen®Commaweanhmuryrta Feet Planimelhc DaM PmPerry orcowry mucemane ACSASUIRMM/DDeOYY a CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL ` \\\ 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6D TD-11 1' DMVREtiMON M 3/4" MAZE PIPE CM&LRIM OR APPRO EQUAL NOM NO SREATED FTTTNGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. �2. R -IMPRESSION x 3/4- MALE PIPE COUPLING PPROVED EQUAL OR USE ON DETACHED SINGLE FAMILY TESDENTAL SERVICE WHERE AN IRRIGATON AMR IS NOT PROVIDED. IRON LID -FINISHED GRADE .397 MPL COPPLRSti riER 1/8 BEAD COIIP11740-\ k METER f'.'a'�M si ••sts CORPORATION STOP y lkh a�;y'5;r' 7i•r' y:"� 4,i;ia: �% BRICK AS q NECESSARY SAND SIR DUST UNDER .A.. :l+s ..'y Ns; r.Y.,',tial 4- DIAMETER OXAIN PIPE, 12' (' INCH BO%AND MUM THICKNESS) .y-s`S."''� i1'y�,�} : LOND STONE POCKET, MT 1� ,�;{ +may-qs �1A SPEC. 203, NO.. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. II TD-10 358 13.56 13.38 ARY RIGHTS. THERECEIPT 'RNT DOES NOT CONFER. DATE }3-0S DUCn E RW HE USE OF THE DESIGN OR MOAN HEREIN REVISEOBY ESC PRWECTNOAIAME UNTORANYINFORMATION WUFACTMECFANY THE DISCLOSURE TO OTHERS pA{S }161X SPECIRCMITTEN DWG Sea A SCALE 1:5 SHEET 10F1 AST. emioxnaX.wT J oplasT FA I NIAR3 X nyloplMue.mm 12XBWDLWFnA ABLY W-11em RW C COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD-13 24 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (Ed LIFTS) * 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. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 U CRAIG W. I. KOTARSKI .ID' Lie. No. 0402048507 led , 9128121 M E O � O N Vi N C >E w E W U. 03 l0 0 U. 2 � LIJO L M ¢_jU00 Z W < IL _3 - IA7 O l�! G d FA ON - U Z issas 1~a-1 �F OJLna (1)LLJ it LU a oa �W U) vN Z O� U� =UQI O C N N (` 1� N i Z at: ad LLJ O Q r� a U CID _1 H a Q W°k C a�Z O j W (D a Q cD �OTO U O d x H � o00 wLUN N N OilN \ \ \ \ \ U�NN Q \ \ \ \ \ Z V AD W so 0 O VT DATE 0 312212021 } DRAWN BY A. FONTAINE • DESIGNED BY • A. FONTAINE • CHECKED BY • C. KOTARSKI SCALE N/A wbe c Z J W J 0 0 c" O u C N z M N 5 ' 0 N v Q i o LU > J ° s N }QF Z Y Lou a 1� OU 0 (� M J Oil r/ Navj a c 2 N CIDm L_ o Q 1 dz 0 00 o 2 Zes �- as F'6 O a w c par - U O tr � 0 3 rn z„ 0 1 F F M0 M o F N F � o QM a w > m / , ` do V=" X C Ol O iE 3 By m A C * V c " ,p O Do O v c 2 a f0 'a JOB NO. ran co orort 47165 -1 w C SHEET N0. n 0 o C1.2 wo did E JZ Y -T (685mm1 12'-3' (685mm) 2" # g o �IA fo NgWIT H TH CLEAR ^ ® _ E v MLXff ®l DSTAIN UOrnnUTINT04'X4' (12211mS UI II EKED BETWEEN ENTERED °7 c E I b BETWEEN 6'(150mm) v 'v^` .f�j\e✓'y,� BOARDS SQUAREI E Q r: Original Proffers _Yes_ Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed reA rENs U CRAIGW.7. KOTARSKI P Lie. No. 0402048507 Amendment such that the wall facing Route 29 will serve as the primary building facade, or the wall facing Route » E E iP b 1-(25MM)GAP, E ZY21 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, TYPICAL m € "P 9128121 PROFFER STATEMENT recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated n s n Revised January 3, 2020 plane. s �M L a s° % o'(szsmml - Or ONALO f TUBE STEEL POST WITH DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ZMA No. 2019-0001 1 Proffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be TOP CLOSED, TYPICAL disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining ARROW - SINGLE ARROW - DOUBLE ARROW - EXIT 'Pax Map and Parcel Numbcr(s): 045B1-05-OA-01 100 wall construction 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' ¢ Owner(s) of Record: Commercial Rentals, LLC EXTERIOR DECORATIVE WOOD FEATURE BV FOOTING z E The undersigned certifies that it is the only owner of the Property. These proffers shall run with the AMERICAN ARCHITECTURAL MILLWORK. m WAYFINDING GRAPHIC DETAILS n REFER TO EXTERIOR ELEVATIONS FOR N Z Date of Proffer Signature: J G Property and shall be binding upon the Owner and Owner's successors In Interest. ADDITIONAL INFORMATION. DO g 02 No Scale � LU 3 ¢ LL 3 V) 0.702 acres to be rezoned fi•om "Commercial Office (CO)" to "Flighway Commercial (HC)" OWNER U. t M w Commercial R tals LLC REAR SCREENING DETAIL ¢ � 0 ui z Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County � w „may — � O � records as Tax Map and Parcel Number 045B1-05-OA-01 100 (the "Property") which is the subject of `0 No Scale d y o N a rezoningapplication ZMA No. 045B1-05-OA-01100. - — z � CD "M' � ti Pp By: ,t )�1 Ahy a f1L G 0 f c� Date: cx'n �Lr� 2 �2 � :n ¢ U W Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle �n it G; L p G2S County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be Title: l , t o a f/Y Ln s v z O CL Q _-J DO U applied to the Property if it is rezoned to the zoning district identified above. These conditions are F U ¢' N N a proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are o C) fNI > Z m Q reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an j authorized signatory of the Owner for this Proffer Statement. J U Q n Du UO W �-IQDG �ok�z Proffer I. Uses: The following Uses will not be permitted on the Property: Lri Qaramw I. 24.2.1 (5) Churches,cemeteries; o 2. 24.2.1 (6) Clubs, lodges; = a ¢ 3. 24.2.1 (13) Fire and rescue squad stations; -- y a CL z 4. 24.2.1 (14) Funeral homes; 0 _ ¢ TRASH E nNCLOSURE FRONT ELEV. TRASH ENCLOSURE LEFT ELEV. _ 5. 24.2.1 (23) Manufactured home and trailer sales and service; U."_,a•=,'� �,r=,'-0• 6. 24.2.1 (24) Modular building sales; �w N N N N N 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; w Lu O N N N Q) �NN04N 8. 24.2.1 (41) and 22.2.1 (b)(4) Clubs, lodges: p 4 � o N 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad stations; z '1 0 � rn 10.24.2.1 (41) and 22.2.1 (b)(7) Funeral homes. 0 Vl 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 2 • A. FONTAINE • CHECKED BY Version: 12/10/12 Version: 12/10/12 • C. KOTARSKI SCALE PROFFERS N/A No Scale nTRASH ENCLOSURE REAR ELEV. /-,}TRASH ENCLOSURE RIGHT ELEV. • FROXT ELEVATNN, BSA CORRUGATED METAL DOORS; FINISH TO MATCH BUILDING OPEN WIRE CANOPY W C MESH [-GALVANIZED STEEL TUBE, a TOP SEAL AND PAINT TD N OPEN WIRE ti PROVIDE LOCKABLE, FREEZE MATCH DOORS (TYP.) BE PLATE MESH ® LIGHT FIXTURE POLE. PROOF HOSE BIBB AS REQUIRED BRICK ROWLOCK CAP j U m MOUNT TO TOP OF B' BYJURIBQICTIONEA O „ POSTS ENCLOSUREWALL CONTINUOUS CONCRETE G LVA ZED WITH MASONRY c m • 11Z HOT DIPPED FASTENER. I FOOTING CENTERED ON WALL BRICKROWLOCKCM- REQ oA�aNIIDBTEEL m = b®E,^, r___ _______ ______ ___ _tBEE STRVCNRAL) FULL WIDTH OF WALL N LEVELING NUB 52---------------- - RYA) I S"STL.80LLARD; GALVANIZED GALVAN ZED W/1%SLOPETO O NON-STRUCTURAL 4 I 1.g I SEE DETAILErR b LOCKABLE LOCKABLE OUTSIDE w BASE COVER "' I SLIDE BOLT SLIDE BOLT m N TURA. WE V 0 O ENGINEERED .-- $EE LL DESIGN CRITERIA DETAIL FOR ADDmONAL I 2 DIA.NFORMATgN 01 X2PL VANIZED ANCHORHIXi R006 O I' ONCMUBNEER WTRI20' EMBEDMENT; PPROIECTON ABOVE .;< OW. .. ,_.. •:'�.> .. RYA. AT EACH PLATE) NATIr O.C. O •t _< .fie w.,..ow '": '- EACH WAY, TOP•-,,_•�,� g. CLR 4 CONTINUOUS CONCRETE FOOTING CENTERED E4IPECNC FOON ,G ENGINEERING REGMREU BY LICENSED ENGINEER ON WALL SEE BR ONSTRUCTURAL)WALL DTE DOS CANOPY GROUND FOOTING FLAT BLACK FINISH - FIELD PAINTED Aw] ORDER POINT CANOPY OLYMPIA BIKE RACK - SKOLY No Scale No Scale DTE PEAKER POST- DID 14148 5, 112Jcm] r-� 9-0. w 4 C318mm] o H use cLEnRnNCE¢ kid; usalmmT F �1• L2s4 )JG3� o S-6' `#z STEELTUBE 33y °w L853CmJ� #1 CLEARANCE BAR HEIGHT a O MAT REGUIRE AW U6TMENT Z TO ACCOMODATE CURB AND/OR FOUNDATpN f HEIGHT. MANUFACTURER NDN. TO PROVIDE (213D' CABLE _ G S C �lJ2ETIE '. 6 ' I I _ J F I r---------------------- fl GATE SWING MIN. 118', V III POST. I I F� TM° i i MAX 1Z0' % I I ) I i i I II I I I I I II I II I I I I I II B'(tSGInQI,ECX I I I = ��� n E I CDN[NETE SU,B I I I __-�L I I II I II I \ \ I ,N-FLaoRBLnPE® I I IJ i \\ I I L � I ----I---------j I b I I 4-D'PXEAM I r 1 I TRENCH GRAIN, I I PROVIDE TRAFFIC RAZE➢ I I I I I GALVANIZEDDRMNAS I I I I I REQUIRED BY I I I I JURISDICTIONATEACH GATED OPENING (I DR.) I I 8'I1Wmm)HIM I I WHEEL STOP \\\ I I GOPRINUOUG I I I I I I ON 3SIDE5 I I I I \ I I I I I I 3 \\ I I ADD] \ I I I I I I I LJ I I I � BRICKVIENEEIR ON OVID BLOCK WALL BRKKVE EER ON CIVIL 1��������������� • TO MATCH• II III�� II I I BRICK WALLII II II (I II II II I -TO MATCH II II II I II II I CANE i BOLALL TS .. BRICK CANE O DUTY I ���������������■ IIIIIIIIIIIIII I IIIIIIIIIIIII BRICK I� I Ili �I ���������������■ WALL LTS MATCH ONCRVING ORSIRUCTURAL FOR REINFORCING ENCLOSURE FOOTING; SEE FORSEEAND L --- • 0 R •nELEVATION © • FULLWIDTMOFWAUL BB � OUTSIDE MUMSUOPE BRICK E MEMBER ■���•••••••••�•••••••••••••••••••••�••��1 , STRUCTURAL - BASECOVER LEN THS FOR U H p-B ADJU6TMENT$ E 57Y" F NGkkk������EMBED b Y { ONCMU _ r WALL BASE PLATE MIN. m 165 dCml FIELD \ I I E I II 1 N N BLOCK WALL �O`« NATIRAL FINISH OR ENGINEERED 'AVG. C CURBANDGRADEMAY L------------------------------------------ }_J I V F BOILUB) PANE TO NATG'I per, O 3 6Q FILL VARY PER LOCAnON , #1 - 5••x5••x/a• [6mm] SQUARE STEEL POST11 #2 BANDS GRADE WALL = ROAD BED VER/WHITO SVILOE REFLECTIVE TAPE n FLOOR PLAN ■ ' -III u '9 #3 - WELDED STEEL REMOVABLE CAP i �/ % C 23?216 W/ POWDER -COATED S-S FASTENERS • NN 0 (d)yd„olA.xas Lorvc cALvnwzeo ANclon eoLTs r w ao6J m� m [0p I�rr�I J__L_.___L ___J LLL JLI 3 d m C FATTER A8TIRRUPS®WTH(6) 4'O.G•18'O.G•TOPP6', THEN 11.0.0. THEREAFTER o b D0. DO IN.CONOT D OVERR. OPEN END I I I I I I I I I I I _1 _J__ _1_ L_ L_ J__ 1_ ENCLOSURE F-T- --T-- -T- -T-- -T- --T-- _l-- -T -T r 1-- T-- T- r- O m Iwq <2 w a s K ZO < OLD r--- r--- I I I I ENCLOSURE FOOTING. SEE STRUCTURAL FOR 1p U, 0 .. .. FOOTING SEE I I I I I I I I I I I I I m [00w � ¢ L________________________________________F___ SIZE ANO d 0 0 — - RAL7021 BLACK GREY, 10% SHEEN, EXT BOLLARD NON -ILLUMINATED SQUARE 14103 STRUCTURAL r---1_y___J____L____L--- 1--- J____L---- L--- J---- 1____ L____L___J____1____L___l FOR SIZE AND I I REINFORCING yI I rn wrc w ¢O K wX Ow IC I I I I I �BOLLARG REINFORCING FOOTING; O C 0M . G.C. RESPONSIBLE FOR FOUNDATONS AND FOOTINGS ON ALL MENU BOARD ANDDRNETHRUELEMENTS. SIGNAGE VENDOR TO SUPPLYTEMPI-kM AND INSTALL MENU BOARDS ONLY. _______________________________________________________________________ L----- J L__-J SEE STRUCTURAL. '0 C a SRESPECIRC NIOTNG ENGNEEMNO REQUIRED BY LICENSED NIGNE[R NON -ILLUMINATED BOLLARD BACK ELEVATION S `=1� SIDE ELEVATION T U �" 1w=lyd "B" 0 a w o N M DTE CLEARANCE BAR GROUND FOOTING JOB N0. d..,,¢.,•4r FLAT BLACK FINISH - FIELD PAINTED 47165 NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. M w G CLEARANCE BAR BOLLARD DETAILS TRASH ENCLOSURE DETAIL SHEET NO. ON 131.3 6, � 0 No Scale No Scale No Scale .E u 1 REBARFND. ` S32°26'27"W �X 171.64' _-------- ----------------- -X— — WOODEN PRIVACY FENCE REBAR FND. CLEARS PROPERTYLINE BYO.3' J _ I O@) OUP ------- -------- -468_ ass== _L_- - --470_ \ \ \ O — — — - - - - - - - - - - - - - - - - - 467- - _ _ _ - - — — — — _ _ _ - - _466- _ )ILAP _ \ \ �------- --------- - - - - ------- - - -- - 465- - - -I--_ ---- ----- -- _ \ P.RIVACYAENCE -_\ ��_\ � _ --- ----- ___________ _______ - - ___---- I\ENCRDgCHESONTO_---���,\ \���� ��, -5 _-_--- -------------a62_-4s3----------_______ - -465---- \ -- _ _SU�JC:6TP`OPEY�FY2.7' -- ��,,�,,� \��-,�---- --- - - - - - _ ---- 461---------------------- ------ - - _ _ '---_ _ -- ---___ ---__ ------ _ -460- - -- - - ---- _---- \ - - 459- _ — — — — _ - - - - - - - _ _ -----458------ - - - --- — — — --- __ ---- ---__ _ — - - - - - - - - - - - - - 457- - _ - - - - - _- \,=-�_-455- ass_ - _-- --- ----------------------- -- -- - - -� _ -460- _ - 4 -454-- __ — — _---- - - -- - - __ ------ __ - - - - - - - - _ _ k - -452 _ 53_ _ - - - - - - 0._ 02-AER>< - - _ _— — — — — — - _ - - - - - - - - - — ' �f- - - - _ - - -04,�BL Q$-Qq=- ---------__ -_ ________ _- ---_�-�-----448---9-- --- - - - - _ _ -_- ----- -- -- --- - --- --455- -----__-_--- \ - -447- - 4 446 - - - - - - _ - - - - - _ - - - - - - - - — — - - - - - - - - - MANAGED STEEP SLOPES i _ -� __` - - _-- --_ 442��3 �-�-------- _ - -------- ----------- --- - ---- - _-- _ -440-f------------ _----___ - - ----___----------------------------- -I -450 - _ _----____--- __ _ ______ - -- _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ -a38- - \ \--------- - - - - -- ----- ---- _ �R�LINE-MIX OFEV€RGB�ENANDDE�IQU9US'- --- - I_-437-- '436 _-_ - - - - -- - -- - _ 34435 --- - 4-45- -3_ - - -- - - - - - - - - - - - - - 432- _ ----- ---- - - - - -- -_--------- TIMBER WALL _-431- '%________o _- — — — — — — \ ---------�---_----�---5 — =— -----� — --- ------ -- ---_ -----_ ------ ---�- -= -- - -� ��_ -s$_= _��__ ----- 24 =t4rT-50REA8 ACIC \ IpF_ \ -- � \ .2SETB -- _ ^��\ \ 50'REAR SETBACK - L C I 2%z-STORY BRICK OFFICE BUILDING WITH BASEMENT ------------------- \I I BRICK WINDOW WELLS 12' DRAINAGE84kEMENT I \ (TYP.) \ I I \ DB 1159, PG 232 \\ I I I I \ \ \ \ \ \ /I d I \ \ \ \ DB 2041, PG 309 \ I I If \ ` \ \ \ I PROPANE TANK \ \ \ DB 689, PG 447 F==-1_� \ \ \\ � - - - - \ \ \ FF =43a 50' FF=439.43' I I 1 1 I I I I \ \ \ \I I \ UNABLE TO LOCATIF INVERT \ 1 I I / _ - I IIi I I I \ I I I \y BRICK PORCH I I I I- �T I III I 1 I �, \ \ I I / y� \ \ \ _ ____ __ ~ I 14•�� HANDICAPPED SIGNT r>e-\ r WILCOHESS, LLC h \ DB 2095, PG 615 TMO45B1-05-OA-01000 . IQ II 1 1 \ \\ \� II I+\/ \ \ pI \ \ \\ I ZONE: HIGHWAY COMMERCIAL I I, 1 1 I I I BRIRANLLC\ \ II I I DB 2732, PG 169 \ Lu II I A \ \ y /\ \ ..I \ \ \ O IIi I ' I W II f \ I \ \ \ I f I \ \ \ �I .. \ \ I I� TM 045E 1-05-OA-01300 N\�iIII I I IN ZONE: HIGHWAYCOMMERCI \ yy d lyiv DROP INLET III I i I I' I I \ APPROXIMAl LOCATION �� TOP=421.62�. 6 1 I I p I \I i\ I o 136_ INV.lN=417.V a: i I I I I I \ OF EXISTING SANITARY o 1NVO&r=417.0'ID II 1 I I I II II I \\ LATERAL 10.6' VIRGINIA TELEPHONE & L\AMDSCAPED DB 524RAPH COMPANY EASEMENT, PG 645\ AREAS RELEASED FROM PROJECT PR TV \, D8 5592, PG 0036 \ IN\ 1EX Q\�` 30'FRONT SEIt ACC - \ \ - -'- - - - \\ -f3_', DROP INLET /' / \a------ \- / -T-------------I-----\ TOP=423.0' / INV.IN=413.7' �/ /' \A0 I--- 30'FRO/VTSET B /NV. OUT=412.4' �l - ACK_ ---- '/ N.4/L FND. ONLINE I I ��� � \\ \ \ \ / \\ . \- -/ \ � �-- - = -} a � i \ \\ a I I \ 1 �-�-------------- ---- -- n _ — — -- — — — — — —@17 __�- ___ _______________________________ \� ______ Nb5 1- �\ , I p 1 \� Ss' - - - --- — �_ — T--------- --�2- ---- -----------------___----\---___---------__ -_ ____ +__________ I FEDEXBO j // \ \\ o \ \ \� T---------------------- \ \ \ -\ --- L $—don -� _ =1qn - - - / 1------------------------- - t n — —din — I--------- --------- // ww ;1 i --�__-__- \ w SS 8" SS 8" SS I I \ A \\ \-- �-� S 18'PUBLIC \ \ FNTO.0 / \} \\\ rt---------- COUNTY OFALBEMARLE \ \ S/1'NITARY MH � / ACCESS EA EMENT \ \ T I TM 04561-05-OA-010A0 ; TOP=425.4' DEED B00h, ,PAGE 406 / 6 4' \ I ZONE: HIGHWAY COMMERCIAL INV. IN =4179' DB 515/406A , �d \ \ N SIGN \ �Nbs \l \ \ \1 \ \ \ / I INOUT=417.T DB 1159/>99 V. --------------- \ \ \ \ \ \ -------�DB16781374- --- _ \\ \ REBARrND. PUNCH HOLE IN \ N33° 09' 11'E \ �- \ � ,REBAR RESET SEM/NOLE LANE \ \ 14P:44� � I � � \ \ ASPHALT \ \ CONTRACTOR TO CONFIRM C \ \ 56' 11— \ \ PUBLIC POB \ \\ \ THERE IS NO NSTREAM J \ \ \ \ 31.52, \ VARIABLE WIDTH R/W \ \ \ \ / / \ \ S37" PIPE FOR THIS CL NOUT. \ \ \ \ \ \ \ 56' 11"VV z coo A 0 //�l°Jn---�_-1on-----19R—I—--1'Jn-----tl�-- 11 111 \ \\\\ \\ �� —1DP— \ _ on r O _ �9. \ Na _1Jn-- TEL 1 \ I \ _ \\ \ \ - \ \ I - _ton l - - son- - - / I I UG JBOX / / 1 MARK 11 3 F \\-ton- w \ BENCHMARK SET II \ \ ' o / - 1 ton- - - - - ton- - - �` \ I M / 1 o \\\ \ CHIS� LED SQUARE IN TOP 1 I \- \ \\ BACK qURB \ - \ ion- � - tOfi- - - - -tnn- - / 0 \\ ! ELEVAT ON=426.46' \ , 1 I T - —ion— - - - --Lon— \ 1 ; TRAFFIC \ - -tin- - �- ton- - ton- - - - � ton- �/ T II \ \ N\ // Ion- - - ton - -ton- - - - - - - / \ @ o - -\ ` ` \ �I QI \\ \ \\ \ / \\ -ton -ton- L - - -ton- -I �/- -ton- 1on� �-ton / / N I I to�_L TO U.S. `ROUTE 29 \ SEMINO6E TRAIL 'I \\ VAR/ABLE A/0TH R/W I STARM 1 \ \ \ \\ \ \ \ \ \ I \ I \I I TRAFFIC \ \ \ \ I I s / \ . \ ❑ DROP INLET \ \ \ I 1 \ ^ Ex Ex l; TOE'=428.4' \ \ I \ HYD 1 3 - — — \ d 1 +/- 427.65' \ +/- 42786' %i \ � \ INV.INy(6�=425.5'---- ` ----------- 6,-INV. INS=423.6' LEGEND COMMUNICATION BOX CLEANOUT FIRE HYDRANT 8-10" ORNAMENTAL TREES LIGHT EDGE OF PAVEMENT MAILBOX SCALE 1"=10' 0 10, 20' pr I Y U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 14 on. 9128121 z _O a_ U In w 0 z O (n LU w (Y E. w Q DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I5 Z a Lu J a O z0 3 v N Z v ' Q 02 w >I H �N Mw J 3 NQC�_ 2: N w Z = m ' < U) o X� a " w C U d O D U) z z O Q O n JOB NO. 47165 SHEET NO. C2.0 a 0 N I REBAR FND. ` S32°26'27"W x— ,_ _ V 171.64' TtOn— — - — = 1�n= �Zir� JOn- -- , -- - -_ _ X WOODEN PRIVACY FENCE REBAR x � x x--x----X Z . Z, CLEARS PROPERTY BY Off � � -Inn— — lsn— — T 2 cMo 2 ---------------- - \ _ '------tnn---- I O----------- ----------1�n----tnn-- �-�—ton -- @� o @� I _ I\ I - . - - _ _ _ _----------------------------- --- ---- - - - n-- -- - -Inn- - 1 D/ i--- - - - - - - - - - - - - - - - - ------ - ------ n ABANDON 1 \' - - - -1�n (I � P(�IVACYFEIV- � "7:'K__ I-�--___' -- - ---- ------------ ------ --_- DEMO AND REPLACE EXISTING WATER �� I `. -- �� NCROAGHESONTO.__ ------ �I --__ _5 bp------ ------------- ---- - ------ - EAT MAIN E _ _ � ` ` � -Ell'_ ---- - - - - - - - ---------------------------------- ----- -- -------- SIDEWALK FOR SERVICE CURB _ IDEMO AND I . SUZJE£T-PROPERTY2.T _ - - - - - _ _ _ _ ------ -- C I , - � - - - - - - - - - - - - - WATERLINE WORK I S \ I GU SIDEWALK, & PAVIAEN I\ ` - _,;_-- � �' ---------- -- - ------ - ----- - - - - - - - - - - - - - - ---- - ----- -- --- -- HYD CONTRACTOR TO FOR WATERLINES\ r ----- ------ _ _ _ _ _ _ I _CONFIRM LOCATION ABANDONMENT IN\ I ` —� - _ \------ ----- -- ---- -- I---�_ - - - --- - \ � -----_--- -- - - _ - _ _ _ _ --------------------------- ------------------ --_f ----- . , , --o— —� = OF€J(ISTING ACCOKOAIQCE WITHCa_ I_" -_- � _ �`�"------------- ---------- - -------- - - - - _ - ---------------------------------------- ------ ------ � I a A ER IA S & AGSA &RWSA \ I-- - — _ -`` \ - — — — — — — ------ ---- . --------- ------ -- - - - - - - I ._ _ _ _ \ _ _ --- - - ----- --- ---- - ������ --- — -- — __ _--------_ �_ _ _ _ _ - - - _ _------ Q —r- 9 - - - _ - - - _ _ _ _ _ ` ` _�, _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _---------- ------------ - 0.702- ACRE _ 045B1 OS OA 01I90 _ I � _ "- - ------ ---- - ----- __ - 4 — - - - �- CONNECTION. - - _ _ _ - SPECIFICATIONS. I_ _ _ _ _------_-------- _ — ---- ----- ------ _ --- - - ----T--------=- =--- ------------- -- �_ - __ `- ________ - - - 0 p'- d =_I - , - __--- ________ ____ ______________________________ _ _ _ - - - -- — �/r —_— — _� — s _- — — — — — — — — ,� — — — - - - - ___ / Q �� - - `-- `-- \------------ _________________ MANAGED STEEP SLOPES i �� ___" - - - - ____________________________ - - - - _ _ _ _--_____---__________-_ - - - - - - - - - - - / — ni— — ni ni— — — — — M— nt ----_ _ REMOVEWAit _ _ r� / IIR — — — — _______________________-_______ ___ , — ^ _ _ __________________ I- - - __ ------------------------------ - -- - - - - _ _ ------- - AP I_ - _ - \ _ -------- - _ - - _ __ ---- I ��- _------- -- - -- - - _ _ �REF�INE TVIIX OF EV€RGREEN AND DECIpU91L5_ � PROXIMATE LOCATION - - " - -' - - T TP � OF EXISTING 12" DIP I - _-_ ---_ ---------------- ----- -----� - __ - -- _ --- -- INSET WATER MAIN (RWSA) LEGEND: I- - - _ - - --_-______ - _ _ _______----_____ ___________ _ - _ I__ -I---- - - ------ ------T�---- --- - - --- ------ -------------------- - - - - I -- __ - -TP� TP- TP -- - - ---- --- - - -- - - - - ---- -- - ---- - - (TIMBER WALL --------------------- - - --- - - r - _ I _ 445- 43p -- - - - - - "' ------------ -------------" REMOVE CONCRETE ---_ I -- ------ I ----- - I _ - - -- ---------- - - - - - - - I - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - � - - - = - - - - - - �— - - - - - - - \ o — — — — — — — — — — - 2 --fJ`•R€AR..SETBACK " - - - - _ - - - \ I . r ; ..:.: : ' ::.:.: .4' REMOVE ASPHALT \ I I1. : ` 50':GEAR SETBA�jjjllCK - '. �LL \ \ \ \\ R�sr; 2%2-STORY BRICK OFFICE BUILDING \ I �Rp LLLL PAVEMENT REPLACEMENT -� I WITH BASEMENT I I I I \\ 1 I I I I REMOVE TREE REMOVE BUILDING I \ \ i .. BRICK-WINDQW WELLS: AND ASSOCIATED - I2' DRAINAGE�EMENT I I I DB 1159, PG232 \\ I .tTYP.)::::: , - . - ' ' - ' APPURTANENCES �' a 1 DB 2041, PG 309 \ I r' PROPANE TANK """� SAW CUT DB 689, PG 447 \ ' F===i=_ \\ 1 �. I I I I \ � \ \\ i \ FF=430.50' I I I NOTES: \ I \: . . _ . ' . FF=439.43' 1 I \\ \\ I \ - - .--:':':':' <I !: !-.--:!::::::::-:- ,:.-.:1.1.1.1.1 II 1. DEBRIS MUST BE TAKEN TO AN \ F - 1 APPROVED LANDFILL SITE. 1 � \ , ' ' I 2. RWSA MUST BE ONSITE DURING THE t� . �._I.I` ' EXISTING WATER SERVICE II \ \ / — — _ - — — — — — 12.4' ABANDONMENT. ABLE TO LOCA7L INVERT I i I Alp : - L I I I /.' I.' BRICK PORCH I I` INN H � II I \- is :/:' :r I I \ /' ---- I I I I -; - _ I I I 1 I. - o. ' :HANDI.CAPP:ED HLl I 3>. I I III I -: I I I I - :\ . SION ' REMOVE HT :,:: O G I \ u I I I �, I I I I I I I ', I I I I I I I - RE VE. RBA1. `� I I I I II. I' ', \ MO CU I I LAND APED 1 LA 7' I I I I I t I; \ sc s N I � I I IIII �l I li I I 1 : �: I I I I / I YI I I I -�� II '� — I I III I I - - i- REMOVE SHRUBS I Iy I kEfvIOVE:CURB '\ o. :.1 . \ I Al I WILCOHESS, LLC Ili I ` ' &'GUTTER' ' ' N `` - / " - \ I D8 2095 PG 615 I' I T 61 REMOVE SIGN li I `: / \ I TM 045E 1-05-0A-01000 I , I I 1 r I `' a : I I I 1� �: I x REMOVE LIGHT I E.• HIGHWAY COMMERCIAL I I % �. \' / I BRIRAN LLC I I I tJ .6. i T W I < : I DB 2732, PG 169 III /. I IW ti I TM 4 - - - I �:RE REMOVE 0 581 MO � \ � OS OA 0130 I `�. o o I I I, =I I' I ,N A PHALT ' \ I I ZONE.'HIGHWAY III I I n S 1; : ,,' : I COMMERCI in III ;P �:`� / :\�,�. I I h I'11 I I I \ I 11 I ;� ; REMOVE J I II I 'T ,\ I I' I I I SIDEWALK I `: S I J I I ti I \: 4 I i /, 0 1 ``� - I I _ I \* I I t_ I ii DROP INLET I I. I ; ; �`. ' / `, I TOP =4 li I , :APPF20X[MAT LOCATION. ' : �R . \ . I o� 21.62�. I II I o I a_ I ' OF:EXISbNG`SAMTARY: ' 4: ��;�' 1 j I I INV IN =417.1' II 1 ' : t,,ATLRAL : ' .` ' I I A I INV OPIf =417, 0, I ' : '. : \ � I I .: r' r \ I ' 43 i I I 6_ 1 I REMOVE Ct1R8 \ I I I I I I \ a I __________-- ', I ;I `:LOGATEAIVD: :%�� ``�`� ��`,� I I I CA :^ \ RE EXISTING 10.6'VIRGINIATELEPHONE (' 1 MO. - & " A ITARd LAT RAL: : -/ REMOVE I I I TELEGRAPH �� ` S N E I I c� H COMPANY EASEMENT �� `:�: ' : - '`A LANDSCAPED � - I DB 524 PG 64 7-I y I 5 3: i I I� AREA S I RELE ASED EASEDTy \ FRO M OM PR OJE I CT PR OPE \\, \ f . \ \ DB 5592, PG 0036 \, II I -;' � � \ / I \: : / 1 I I I I I i / - \ .1: I \ It 30' FRONT SETB4 11 >� - - o� \' / / y I I I \ea ,�\ — — — ---- — — ------ — I — _ , ` I _ I I I T ` I �`\ �.c . _ S \ _ E B i I A ,' I _ K 5 / I _ 1 �I 1 - I - _ 11 - I ----- - - --- / NILFND.ONLINE --�„ `,: `:` - :\- / I I -� ------ -_-- \ - / F-1 @1788' .. --` \ \ � -----:--,-:\:-::-:-:.:.:-:* .... , . / - _ -- --- . . F — � . .:.:.::::.:.:.:::: - : - ` - ---- -- --�---------:�----�------------ - --------------- --- ---- -------------------- ---- a . EDEX BO.IC - . ',: � -',� - - : . - - : - : �: : ---- --------------- — - — — — _ EMOVE LANDSCAPE / / I I \ AREA TO PROPERTY LINE —— — — —v. - . /------�. _ \ I - �n \� - - - din --m-- / ' : ' . ' . ' . ; :: ' <.% REMOVE CURB : C--------- - -- �1 1�n c 1 L L L LLLL :.. - . ' . ,. ``:,. . -`. )0 : t--------- --- LLL _ '.' c �.�.. O. // \� I _ - L----- --- ? S 8„ S „ LLL LLL L . ' :. . . .: - : - . - A REMOVE 5/8" �_-------- ---------------------------------- cS 6 SS 6 SS- -----L L LLLLLLLL L . , . ' . ' .1B:P(%BLl -,` M NI' - -�:�- - - . - - - - / \ O I LLLL 0 . , C .C+ _ ' / y WATER METER \ IL I / . , . 1 .CY Nk's - \- \------------ . ', / TYOFALBEMARLE SANIT� ; L � . ACCESSEA, mk1vT: - T �- - - - � � / \ Q 5BI-05-OA-01OA0 � OP=425.4 I L DEED'BDOK I5 PAGE40G ::::: ,i ::::: ' : - \, - - - \ \ / \ a HWAYCOMMERCIAL /, INV. 1N=4179'4' - - - L DB515/406A :; \ - - - - REMOVE MAILBQX / SIGN \\ � \ \ - / INV. OUT=4177' LL ''. DB:1169/f99 i' :::.:' -' -'..o .:``: \ t-i- . a / i L D67678/374 : - \ : . . . / REMOVE I �\ v LLy � � -� .��' / - �� -� \ _ _ \ REBAR ND. 1 SIGN \ O SEMINOLE LANE \ PUNCH HOLE IN LLL : N33° 09'.11:'E ' '<: � I DEBAR RESET � - LLL A`c `,142.44' �`� - PUBLIC \ ASPHALT P B _ \ ( LLLLCLL : : ::) � : , . : : CON7R:4CTOR TDI CON . - - - I�77 � ARIABLE WIDTH RA LLL : ' - ` `,: :: ' : '; .:.:.: - ' - . ' THERE:IS NO UPSTREAiv1 - - \ 31.52' m \\ ABANDON CLEANOUT AND EXISTING \ \ \ / REMOVE CLEANOUT AND EX�STING 6" // '' '� ' :.FOR S37— — �— LLL ::F:-:-:':'.'.`'.'.'.' ' '' PIPE RIEIS OU'PSANOUT. - SANITARY PIPE ONLY IF CONTRACTOR PAVEMENT LLLL : ' :: : :: . ' _ _ SANITARY PIPE ONLY IF CONTRACTOR , \ n CONFIRMS THERE IS NO UPST\2EAM REPLACEMENT L .: `` - - - . ' . _ _ — ; I CONFIRMS THERE IS NO UPSTREAM ` \ � - _ � \ \ — — d _ _ _ FLOW. IF UPSTREAM FLOW IS FOUND, JOINT � _ _ - — — — y — o I PIPE. IF UPSTREAM PIPE OR FLOW IS ABANDON EXISTING \ ✓ FOUND, CONT CTOR SHALL STOP WATER SERVICE AT MAIN \ 68.98' a CONTRACTOR SHALL STOP WORK AND -' / � I �` ' CONTACT TIMMONS GROUP. .1 —1�n'- — —1011— — - —,'—Ion — - - —Inn - - Inn —I— - — —Inn— WORK AND CONTACT TIMMONS GROUP. \ \ z � \ \ _ - _ on - / —ion--- ---[:7 \ _ _ 11 0- -- \ \ _ _ —1Jn— 1 // / � I TEL g \\�\ \ - — 'ion— — - / I I UG JBOX MARK 3 pll Q/ —Ion— — 2 \\ \\ BEN,CHMARKSET \\ I. �' \II o - - — — 1nn— — - — —1�n— — - —10n— — - \ ) d� o \`; CHISELED SQUARE IN I — \--1�n'I ----- = I / ��O \ :\ BACK \ . � �1�n- 1J/1— - - - -1�n- - \ �' �1 � .^ / o �\ ELEVATJON=426.46' � �1 -rD--- — —l�n— — — —Ion— —ion— — - ' I — SEE,INSET THIS SH T 9 o Q \I RAFF/C 1\ - r1�n- - - - r-19n- - -1 r� `n- I - -1on- -'1�n- - T r P. `rp1 \I ' �s \ �\ . , Ion - - - -1�nT - - -ton- - - --1.9n�-- - _ �\} I - - - - - - C� j \\ -- -- ---ion— - -- --ion I J- — —1°Jn— — - — 1Dn— --c —1'Jn \ I - — / Q ` TO U.S. 'ROUTE 29 I,\ '\ \Il - - -1nn . I I I SEM/NOSE TRAIL i \ . \ \ I 1. ; I E I VARIABLE WIDTH R/W \ DEMO AND REPLACE I DEMO AND REPLACE a M(4STARM \ ' TRAFFIC / I. SIDEWALK FOR I \; SIDEWALK, CURB, I SCALE 1"=10' t l \ \ \ - - dROP INLET ( WATERLINE WORK GUTTER, & PAVEMEN r _ _ // \ %% TOP=42 4 `i` HYD ; CONTRACTOR TO FOR WATERLINES\ / a. I!���\ I o 10 zo �� \� _ — — — — — — — INV. 1�6�=425.5 — — — _ _ _ _ — — — — — — — — —'"CONFIRM LOCATION— BANDONMENT IN\ \ A o c /� \ `, i� \ 4 .a o — — — %NV. IN', 423.6' ,A a a .OF�XISTING'-ACZ'.OKQANZ)EWITH� . vi , _ (� \ \ p' - c :' /A/1/ nI ir_=a2� �' . �� \ 1 a WATERLINES & AGSA & RWSA \ 18"RCP �. I,LTg ®F ►� °,%. U CRAIG W. I. KOTARSKI r Y Lie. No. 0402048507 114 on, 91 281 21 A M E O O, O (NI6 (NIc > E I °/ E LL o 3 0 w - K L t n cc J V m J - Ili O_� ON Ul N R U W I-'x O < �aga 04 = v f�= N N -,U m = > F c In 0 m N N V T M O_ V � H vi 0 _ (D 0 cc = 0 w > w = U z O U) 0 IL O cc 0 z O a_ Of V In w 0 z O N w E. w Q DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' 16 W 1 15 z a 0 J 8 W t J 0 a O ztp - H4 N 3 2 z 0 2 Q C`1 / O C W'-jm L ()} �a z r Z m � o. O =_ U `0 Mw J III 3 N Q J a N w OCo co G o cq W a Q dz a0 o 2 A =� v) m- E O a w M a U O x= 3 Z z„ K0 a ED m a m, Fa 05 Q &3 a m ) a v = a X a 0.0 016 .E p % Z A= .11 d `O Bg a m N a ° 'a JOB NO. w o a t 47165 m a C V SHEET NO. n o C2.1 c E F_ I X— — —x— WOODEN PRIVACY FENCE ton— — — —x--�—x X--x--X ----IpISE CLEARS PROPERTY LINE BY 0. 3' 1" TYPE K COPPER Ion - — —Ion— —I - —WATERLINE ton Ion— ; ton— — � ' DlL NEW \� PRIVACY FENCE (HYDRANT ®CRAIGW I.KOTARSKI ENCROACHES ONTO SUBJECT PROPERTY2.7' ALE Lie. No. 0402048507 9128121 20' LANDSCAPE BUFFER & 20' PARKING SETBACK (NEW 6" GV _ 90° BEND r IONAL O EXISTING F� DRPdJT o 1" Wm ° , VALVE TO REMAIN .1" EORPSTOP 4 _--__ _-------- — E E IQ —. ,a — — — — — — ry Vi 77TI7— — —� a o RETAINING WALL / / _ °— E MANAGED STEEP SLOPES (MAX HEIGHT = 6') I — —M— — M M V 3 ANCHOR DIAMOND PRO SEGMENTAL 50' DRIVE-THRU SETBACK ~ I TREELINE -MIX OF EVERGREEN AND DECIDUOUS I Z BLOCK WALL -COLOR: JAMES RIVER ( ) APPROXIMATE LOCATION a a ADJACENT TO RESIDENTIAL o'er n ~ OF EXISTING 12" DIP w O m LLJ WATER MAIN (RWSA) ¢ J v z O PRE -ORDER BOARD LEGEND: d oN N a �U R ER POINT CANOPY WITH W v .. DIGITAL ORDER SCREEN (DOS) cJ Z OZ H i � �O n¢ v� W -i Lu df W -pa - STANDARD DUTY CONCRETE _ 'c N Z O CL Q J R25' HEAVY DUTY CONCRETE � 1000 C -6 11 I LIGHT DUTY ASPHALT ~ � 12' DRAINAGE'A . EMENT p ° ° ° \ \ \ / v O d DB 1159, PG 232 \ \ j I ° ° OC� \ HEAVY DUTY ASPHALT = a J DB 2041, PG 309 \ i R20' q 8 0 ] W W cn DB 689, PG 447 \\ i I n ° 2 \ cD O m O Q LLLLL 2 BIKE RACKS 5, LOADING SPACE DUMPSTER R20 \ I LLLLLLL PAVEMENT REPLACEMENT � = Q \\ i SCREENING ENCLOSURE \ \ LLLLLLL \ i 2 DESIGNATED MOBILE ORDER (SEE DETAIL) 12 p ti \\ \ e 3 ORDER BOARD ( ) ° PICKUP SPACE SIGN > w o 0 0 0 0 --------� \\ i 2'C B ° NVS \ \ w' rNrNNNN NOTES ~ �� 11 TRANS( ON' 4 5 ° ° ° 5' L, 19.33' < p �, �� N 11 �I J 7 - ° ° 10.17' \ \ 1. A KNOX BOX SHALL BE INSTALLED. z m m m CG-2 ' : / I COORDINATE LOCATION WITH THE - - - - - - I I FIRE MARSHAL'S OFFICE. En DATE -F�---T I---� I �li 2'CURB SANITARY II CUT CSEWER ONNECTIO �RTRP� bs : -GONG ti TOWHEEL:. is, : 2. RWSA MUST BE ONSITE DURING THE 312212021 EXISTING WATER SERVICE O STOP . (TY _ . - _ : - ABANDONMENT. } DRAWN BY SANITARY 3. PRIOR TO ABANDONMENT, :4 I` I GREASE p p I CLEARANCE CONTRACTOR TO CONFIRM EXISTING A. FONTAINE CONNECTION ° :g . : SERVICE LINE SIZE GOING TO WATER 12' BAR DESIGNED BY I� I ' . . I FOUND THAMETER TITHE EXISTING SERVICE • A. FONTAINE 27.93' 8.5' _ R5': THE ROAD. IF IT IS FACILITY RESTRICTION LI \ - i LINE IS 1" COPPER; REUSE EXISTING • Ili I I �y LIGHT DUTY R5' R1' R2' R3' SERVICE LINE AND UPGRADE METER • CHECKED BY I I PROPOSED r' ASHPALT SETTER TO A 1" FOR THE NEW METER. Ili I I I STARBUCKS v _� - ° 1" TYPE K HEAVY DUTY • C. KOTARSKI Ili ± 1,150 SF - �+ 5" BOLLRD DIRECTIONAL ARROW COPPER • • NON-L UMINATED WATERLINE CONCRETE i SCALE 211 TYPEK COPPER HEAVY DUTY 1 "=10' HOSE z 25' 2" X lR ASPHALT • CENTER OF DRIVE � Q Ili I THROUGH WINDOW BIB �; ° COPPEE 450 • ° (3) DESIGNATED CURBSIDE BEND II I I 2 ORDER PARKING SIGN .III 34 7.5' ° M Q LIGHT DUTY ASH PALT RT R5, ANCHOR DIAMOND PRO a 1 ° I ° R5� v N SEGMENTAL BLOCK WALL o ao n ° 0 U COLOR: JAMES RIVER u a o 45° d ------°II BEND e : I Q ���� I. ---------------- - :. J jj i SWMA-66"CMP U W STORAGE PIPE o CG-6 J ° ° 5' DIRECTIONAL O SWM FACILITY 2 ° EASEMENT SIGN Z Z o R10' DEED BOOK: 5614 ADA SIGN CG-12 �� Q I STOP SIGN o PAGE: 159-166 a -\------- ' R15' 0 ---------_--_---_ --X R8�------- G2 > w - _ _ _ _- - - - - - =_ _ - - -_-b=------ -----------------------------------_CG-2 T _ ............................................. ____________ N j FEDE BOX_ L NdS 2' CURB ----------------------------------------- _ _ _ _-------- V / z L TRANSITION ------ --------------- — a LL dS "EXIT ONLY/THANK YOU" -------------------------------------------- O J DIRECTIONAL SIGN R39' �--I 0 _ o o X L---------------------------------------------- m LL 10' BUILDING SETBACK M w o 8" SS S" SS 8" SS 8" SS 8" SS — L 18'PUBLIC �- 3 a a I SANITARYMH LL ACCESS EASEMENT 24' TOP=425.4' I L DEED BOOK 515, PAGE 406 -�� Q N 1INV.IN=4179' L DB5151406A 06 0 LL CONNECT TO I ('V w 2 o INV OUT=4177' L DB 11591199 _j F- L EXIST. MANHOLE J n� LL DB 1678/374 M SEMINOLE LANE LLLLLL — — o 2 PUBLIC 24 LLLLL CROSSWALK - CG_2 } r VARIABLE WIDTH R/W LLLLL E o LLL 2' CURB a PAVEMENT LLLLL TRANSITION — — - 0 REPLACEMENT U O 8 JOINT / CG ( 3 Z / — on— — - — — 1" TYPE K COPPER Z h on — —Ion— — —ion— — - Ion— — - — —Ion— — - — —Ion— — - — —Ion— — _ WATERLINE o —Ion i TEL 0, ~ \ — —ion— — UG JBOX MARK o — __7 —ion— — o s - — ion 3 \\ BENCHMARKSET I, I a - — —ion— — - — —ion— — - — —Ion— — - — —ion— BACK I ' x CHISELED SQUARE IN TOP I I — I I 5' CONCRETE _ \ CURB —ion— _ _ SIDEWALK Rio �4 V i x -� ion----- 2= d� 1 ELEVATION=426.46' ` \1 ion ion— — - — , \ ion----- o V7� p ® —ion— T I$HEE- -iarr� ion — - L on----- - _ _ — I 1" TYPE K COPPER ion— — T �, `g \ I —ion —ion----- I1 vI \ to ion— — - — - — —ion— —I —WATERLINE ions c —ion— — - — `o V —ion— — � 0 6 o � I \ ° I 1 -- — g m TO U.S. ROUTE 29 p NEW — — — —ion— �i I SEMINOLE TRAIL \ °� CONNECTTO (HYDRANT x I \ ' \ EXISTING SIDEWALK I I JOB NO. o I VARIABLE WIDTH R/W \ p I & VALVE aI MASTARM \ TRAFFIC I F I SCALE 1"=10' to / 47165 a o p 1 �NEW 6"GV 01+WM a I o c 80 0--------- -- SHEET NO. n o --- ---EXISTING FIDRWT C4.O VALVE TO REMAIN 160RPFESTOP I X---X----x WOODEN PRIVACY FENCE DRAINAGE AREA -x �-x- x---x-- CLEARS PROPERTYLINE BYO.3' TODITCH A - _ - - - - - _ - - - - - '469 _ _ _ - -470- EN PRIVACYF - - - - - _ - _ _ _ -468- - _ _ _ _ _ - - - - _ _ _ CLEARS PROPER7YC _ _466- _ DLLAP\ \ _----------_-------- - 465- _ - _ --------I------------ - _ - --= 6a6s_ -P.RI_V.4t1YAENC_E `-__ _ \ \` \` `` _` \ - _ -- ----_---_-- - - - - -_ 464 - - - - - __- _ _ __ --___ _ 46, \ENCROACJ.lES ONTO__ -�,\�\ \ ---_- _-----------------------462--463=--_--_--------_ _ _ _ - �`/65- _ _ _ R98D/iES-Z7N0_ _��� - '459Sv646z46.,_= _ _ _ _ J�CL-PR?�PER� _� - '4545, \ '- �_SUBJE"6-TP`OPERTY2.7'_-- `,,\ \'�_,`,,_------ ----- - - - - _-----461----------- -- '-------- ---- _ --- -�- ___ `__-- ' a5- --_ __ _ ------------ ------ - -- -460- - - - - - _ _----- -_ _-_--_ _ _--_ __�� _ \ - a4.454�454= _ _.87_i 8 - - - - - - - - - - - -458- 459 = _ _ _ - - _ - - _ - _ - - - - _ - - - -_ - = _ g4qg4o q_44La49 5_�_ 455 ----------------------- ----- ------- _460- - - `�__ 4.5434303`9 `�v 4 456----- --453 - - - --J ---- 43i-< - - - - . - - - - - - - - - - - - -452 - _ - _ _- - - - - - l.702-A-CRE --E-- _ - -- -- - - - - - - _ - - - - - - - - - - 450-Qs/= _-------045BLQ5 OA'Oi1fJ0 -- - ---- --- -_-_- - - '----- --_ � w w w w 449- _ _ _ _ 5- c9 \ - \-- -448-- ___ ___ - -__--- _ - -- -4, -- _45 _ 4 ----_t-`-` --- -- -- \ 46 6------------ ------------ - _ _ - -- - -- --- -- - ---__-_---- - ` 11 33 433 443, g3- - - - - - - - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ _ s e MANAGED STEEP SLOPES I ----_ �\\�\\---------------------- _-- ___------ --- __----------- I _ --__ - ---_ _ �� ' _ _ _ _ _ _ _ 450 _ _ DRAINAGE AREA TO DITCH A = 0.17 AC 440 - _ _ _ -I- _ - - \`���-------------- --- --- __ ___---------_ --- _--------------- _- ---- _ _ C=0.30 _- 438- -\\\ \------ - - - - -- --- - ---_ - _-TREELINE-MIJC-Of-V€RGBCENANDDECIQU9U6_-_------- _ Tc=6MIN 34 2. 0^ ` -436 _ 437- _ TlV _ - - _ _ - TW , - - - - _ _ _ _ _ -rw - _ _ - - _ _ _ _ - _- - - - _ - ' - - _ - - - - _ I(2)= 5.0 IN/HR Q(2) = 0.30(5.0)(0.17) = 0.26 CFS I----_i--_ `-_ 433_34_435 � _ _-a33.7o'-___-_-434.99:--=-------------- ass8r _ - 33sza__--___-_ aa1.1a aa1---- _ - 110 6.61N/HR Q10 0.30(6.6)(0.17)0.34CFS _ _ -- _ -445- ( )_ ( )__ - 1432 _ _ - - - - - _ _t _ - -- \.35' 431 - _ - _-_------ -- -- ----- L ---- _ _ - - ----_ _ _ - \ - I - - - - - _ 44t5r - B>e = - - - - - - V(2) = 2.29 FT/S (ALLOWABLE VELOCITY = 5 FT/S) ------ - 43583------ I-- _____- -___- --_ D(10)=0.22' O BW BW L Bw \ BW g - -------------- - BW 1429.96' 43 \ - 1" 431b9' 33.24' 35.14' 440- I \ - \ GRASS LINED DITCH \ \ TO \ a \ \ W W W n W TO TW - 43g \ n = 0.035; S = 7.0% q29 428.96' �9 O \ 434.32' 439.49' 120 \ \ 119 \ \ \ ew 1 434.74'I \ I I � TO `, _ DITCH CALCULATIONS 433.39' '43 12' DRAINAGE L \SEMENT 1 Ate' \ TO 433.89 q 7_96 6 \ \ N° Scale DB 1159, PG232 \ i I �C TC \ \ 432.56' 433 BW \ \ ` ROOFDRAIN NOTES: \ i 428.72� 429.11. \ \ 435.26' \ DB 2041, PG 309 \ I I II \ \ \1432.30' 433 \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE DB 689, PG 447 ; 1 II 427.83' 117\\I \ \ OF 1.0% OR AS SPECIFIED ON PLAN. a27so' g 432 430 42 \ \ \ \ 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER 428 \ 115 114 �\ --- TO \ OF2.0' \ \\ I I I I I I T A? \ 430 TO 431 431.12 TO 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN I \\ 1 I I y28.16' 16 0 9 430.77' TC \ \ BE SUBSTITUTED FOR CLEANOUT. IF NOT, PROVIDE C Nt15' \ ' \ 428.54' 430.59' 430.98' \ CLEANOUTS AT ALL LOCATIONS WHERE ROOFDRAINS i I v I I 4 42 0' 6 428.36' I \ 5 _ \ TURN OR CONNECT TO PIPE OUT OF BUILDING. I \ \ 74 0, I _ 430.10' ° I ` \ , 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND UNABLE TO LOCATE INVERT - \ \ / ° \ PROPOSED STORM INVERTS OUT OF THE BUILDING I I 2' WIDE CURB I l; ? I I \ a� FF=a2a.35' \ TC o \ ° TO I \ AND CONFIRM REQUIRED SLOPES, COVER, CROSSING CUT FOR I i I I TC \ \ 432.63 Tw v AND CONNECTION POINTS CAN BE ACHIEVED. i III \ °428.09 I 436.63' CONTRACTOR SHALL COORDINATE ANY CONFLICTSSTORMWATER o FFE=428.3 f433OVER FLOW i 77' WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. ELEV: 427.85 i I \ I \ \ \ I \ \ \ \ \ \ 12 II o \ I Il II4 II I� \, \ Q�> LP ' TO I \ 112 \azzss' 11 12 \\ I� \ 430. 2' \ I \\ 6°PVC \ 428.24' \\ \\\ '\ \ \\ \\ ROOF DRAIN TC \ \ TO TC \ 428.36' I v3 \ 430.52' \ \ _ 431.54' \ l Ili I I I M PROPOSED I 10 \ \ TO TO \ I I 1 I STARBUCKS _, _ _ ° \ \ Q� \ \ \ 430.66A 431.36' \ \ I \ ±1,150SF\\ I I FFE=428.35 TC \ \ 11i 1 1 I TC \ ° 428.�2' \ \ II \ \ \ \ \ \\ ally 1 I II\ 427.06'\ 1 AA CENTER OF DRIVE > 1i I I I I\ FFE=428.35' I Q\ \ I \ \ N T I111 I I I \ U) \ \^Illi I 1 I I I THROUGH WINDOW \ 6" PVC III I III t DOWNSPOUT TO �90F DRAINTVV \ III I I I III Q� 428 �� y1 1 ROOF DRAIN \ 43 DROP INLET c Il � I I I II N� TYP I I; I I l .I I TOP=421.6427.59'\ 427.73' \ \\ TO q36_ 24127.87' . I \ INV. lN=417.1' a: i TC \ 43o.zz' \ \ INV08-F=4170' III I X_10 II I \ ; \ 427s3' �; 9\ \ T \ 4 2.84' II \A�'a I� \ \\ \\ \\ \\ 43 8' 101I \�J- �; / 11 \ 428.15' 427.67' I \ \ \ \ \ \ \ \ 108) TC 3 \ I 427.46' 7.6 42Z.75' TO 43134' \ 4z VX 27 I I I \ \ 36" ACCESS Tc \ 1TC 435.19' 430.18' \ Y\\ I \ 427.57' \ 429.87' \ BW \ i\p+Q �S.� I I \\ II I \ RISER 432.33' 3ET oor�'� '� '' ' \ � \ 4 � , \ 36"ACCESS 10 N21 T \ \ \ \\ \ \ i P� ' A25 \ I \ \ RISER \ 427.39' I 4 7.50' \ \ \ 413.7 �i„\AQ i' i �\ TO , I \ \ I 427.45' TC \ \ 1 =412.4' TO 26.79' l A21 I 428.23' \ \ \ 1 TW 425.85' TC \ \ �434.63' -------- i--L a 43277 \ T�i .. �- e__ T_______________________________________________ __ ____________ 1 \\ \ a . i FEDEX B30 Y TO Nd\S SWM A \ 427.21 \ 427.30' -------------------------------------- -------T---TC- - --------------- \ \ I B ______________ _ LL 4 30 LF OF 66" CMP \ \N \ \ la2s.7s \------- --- -----a-19-- --\ -------- STORAGE PIPE F w \A M \ \ gyy \ X TO \ o ate\ v \ 433.�T \ \ __ WITH WEIR PLATE \ \ i. 8" SS 8" SS 8" SS 8" SS 18\ \ \ ' PUBLIC \ \ a I SANITARYMH I / ACCESSE$EMENT \ \ \ \ ¢ i TOP=425.4' I / N DEED BOOK 15, PAGE 406 \ N \ \ INV. IN =4179' / DB 515/406A , \ \ I \ \ C0 / I INV OUT-417.T DB 11591199 \ v \ o-------------------- --�--- _ DB1678/374 I C4 \\ \ \ \ N _ Co _ \ \ TO \ SEMINOLE LANE \\ \ c� �- - - 4 .77' \ PUBLIC \ \ VARIABLE WIDTH R/W \ \\ Tc a \ TO \ TO 427.03' 429.22' 430 TO \ s \ 3 426.68' \ 427.42' 429.76'429 \ \ - z 426.95" TO ¢ 427.55' I 1 1 1 \ \ f-/--19n--__ //- �n ---4--ion-- _---.Lon-----ion---- 1 1 1 \ Q o d� \ 1 - - on r ' / N Z - -- � \ N i t , d' 1 1 I TEL 1 I a \ -lon- - - ' I �'\\\ \ - \\ Ion- -- son--- /7 I I UGJBOX // 1 MARK 11 z \ \ \ I \ -Inn- - - Z \ \ / o \ BENCHMARKSET I` \ tnn- - - - -Inn- - - ¢ �` ' \ I I / 1 -1Jn- - - - -1`Jn\ \\ \ CHISELED SQUARE IN TOOP 1 +I \ � L^_ � / I �� O BACK gURB \ 1 - \ Inn- - L� 1J/1- - - - Inn- - / \ \ -1nn l/ // l o ; ! ELEVATON=426.46' \ !1 1 I C T - -Inn- - - - -Inn- \ / �1 o\ / TR F/Cw Inn -----Inn---- / d \` \ \ �\ / 1 � � -Inn----Inn---- �--- / � � Inn-----�lnn-- T \ \ / / 1 y - - - " 1 I \ \ \\ \ \ q\\ / i tJo \ \ tnn�- - - - -Inn- -L - - - I / �1�n� -ion- - - - -10n- _ \ TO U.S. ROUTE 29-inn-Ion- )ROUTE - Ni \ SEMINOL\E TRAIL 1\ °a /\ \ \ MATCH EXISTING \ \ �\ VARIABLE *DTH R/W I 1\ ELEVATIONS \ \ \ \ I II 1 ll�4 DROP INLET STARM \ \ \ TRAFFIC \ \\ I \\ 1 I \ SCALE 1"=10' 11 \ \ \ I ^` Ex TOE'=428.4'EX I I _ " ----c` 0 10' 20' 42786'5' INVIM=423.6INVI6=425 o 18"RCP INV OUZ=423.5' a \ \ ' a \; a \ \ a' C'3 O CRAIG W. I. KOTARSKI r Y Lie. No. 0402048507 14 on, 9128121 A M E O � O N Vi N C > E °/ E w 3 ¢ LL In o U. O 2 � L M � V m Z W w -� O duo wm z H y v of ~ O~U)< V In W oa=v w Lu aka IW- U > O OU O i Ln N > Z c Q K O>Q> U UI� Q� 00 J J V) W c (n �wWwC o m a ¢ m (DCL �OmO- O j Q w w N N N U �^�i�Nr \\\\ v\ocomc z O DATE In 0 312212021 DRAWN BY A. FONTAINE } • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1 "=10' �• r-F z a c J Lu 0 J n O o Z = z Q� a Q W 0 c W'�� z Z r 0 n c `o U n/ LL M_j J � d 3 (� a LLJ Nw 0 coCD2; Q Z Lz nO ' ^ v, o 2 c 16 E- n/ LL E o a c 0 m U a0 O c U 3 /1r1 1 1 1 Z Z0 m O � 2 a os Q � a 3 2 x a C 0.0 0? g„ A C .8 d `o 0g 0 v c a f0 'a JOB NO. 0 co 2 47165 w C V SHEET NO. n 0 CJ.0 00 E F_ PLANT SCHEDULE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF SET ROOTBALL FLUSH TO 1 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI V Ill1VIL 1 Lf\ DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 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 CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL MULTI -STEM TREE -STAKING SPECIFIED VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A NOT TO SCALE FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS PLAN VIEW INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND PRUNE CODOMINATE LEADERS e THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. REMOVE BROKEN, BADLY O • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR DEFORMED, RUBBING, NARROW 1 COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT CROTCH ANGLES, WATER \\ OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE SPROUTS, OR CROSS -BRANCHES. CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. Jam_ County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 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 Tanneline: 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. r� /'' ,,t Digitally signed by Dhanwnt Coracia D Ian Vant VQradia email=dha� ntgarada1@gde-Incnet, c=US Date: 2021.051615:21:13-0 W' OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 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 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS MAGSWE PLA ACE ACE RUB TIL COR ULM PAR BOTANICAL NAME MAGNOLIA VIRGINIANA P LATAN US X ACERI FOLIA ACER RUBRUM "ARMSTRONG" TILIA CORDATA'GREENSPIRF 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. 475 2.5 CAL. (EC) 53 3.5" CAL. (EC) 325 1.5" CAL. 36E PERSPECIESy®F 339 opr, 479 212 )��"�'� Q 1316 U CRAIG W. I. KOTARSKI 1098 Lie. No. 0402048507 a�n 9128121 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CORSTO 18 CORNUS SERI CEA 'KELSEYI' RED TWIG DOGWOOD 18"HT./SPRD. ECHPUR 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. i 411 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 LG. OR 1 MED. SHADE TREE PER 10 PARKING 12 PARKING SPACES 12/10 = 1.2 2 LG. OR MED. SHADE TREES 2 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.7 AC 0.7 AC x .1 EXISTING TREES: 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 M E 0 0 rn u N Vi N C > E w ° E y ¢ LL o 3 U. 0 m6 l U t M Q< J U m J -M 1 5: 'Co) N LA N R 0 W w �O'x J LL 0 Q v _ N45 N = U > F ¢ M r^ . o c O1 N � M a� o w r•� Z O i f H Z O a U to w Z O N > w w H DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I5 Z a c J 8 Uj m J 0 a OCL z 0 I� m N C J G Q o W'�m } w V / Z Q r � a O Ljjs M U w o 0 N < U 3 `- Q N w D 00 m Q o o a Z °Z a 0 2 o T N .6 O a c m m U D 0 rap 'n 3 rn K1 LJJ Z„ 0 2 � a 0 , 121L o Q3 am X 0 0. dh 10 0 a o E `o J 0 m 06 a f0 'a w o 2 JOB NO. .2 47165 Us o C SHEET NO. n o L2.0 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. IA L/THO/V/A LAGHT/NG �I Neoax FEATURES & SPECIFICATIONS INTMDED USE - Theo"WaferThin LED recessed downlight with remote driver box combines high Type gmllryllgkt uMda.dlMd.rywhileelimiWa gthepotlighthousinghrmmpniti..ff.MabilitySM1is innoraMewefrr im Type l( design allows eveyimtalMnanfornew mnstrudion or remodel fair below the telling without the mqulrement do pot light homing. no LED module maimalns at least 7Wlight Wafer LED Recessed Downlight outputfor36,000houm TheuUDWMemorelightsare lntendedfarmsets, sold hallways, bathrooms, Kitchens, besemmb,sAt,entrywayyp mbm,gamges,Aairwellnmrddors,nursing/mUmmenthomes, WF4 mndos,eln�M, atem,apab(mand w,roaderemreas. all a ME RII(E10N-IC, t ddvmandtgure appmvedforamormntanwithinsulation.Aluminumdie Ianolder Game. DreabM, pawNerawatpalrom order, rust. Bound fixture with Integral edge -It LEDs. /� Nmum rated cable annual m mnmofrum module m remote driver box. Isolated driver integrated 4EL LED Module inside skmte el renbwwithmm7X emotions with slots for pryout. suitable for pulling wires with the RmElNnchwldngmmpamnemma[mmmodateupm(R)149augelnsulatedmndunors,or(6) l2gauge infra dmMuttors; mating to WaIMLED Covington much easlerto wire in tin/lout(plus ground) IC/Non-IC dahy hainapplic omandmntraomMmdly. New Construction/Remodel MWMPENDINO. INSTALLATION - Ideal for shallow adirg plenum; w housing required. Steel sprang clip for easy ®LODmm' ®1 insmlMon.4• an but template Is provided to emure a mn nee d hole is (a into ailing for proper - Instalhdanofinemm. Sizeofhohshmldrt..d4l/41nMesbrmisproduct. Sultableforlestallatlon int-grid and drop aging appli(ance.3'plenum spa requirtdfor installation afthe remme driver box. OPTICS -Waforl dawnlght edge -lit LED tedlnomgy uses light guided place to distribute light PolymrhoiutelrspovldesevenilluminatlmMrougM1omMespa(e. Will... 7700K,3000C3500N,400I �^ r and 50WN colortempermure LEDs. ELECTRICAL -Combat directly in 120V power supply via demand UL remgn0ed driver. High efficient driver with pownfacmn 0.9.Ambirmoperadngtonquature:-407(-40°C)m+1M°F(+4I Dimming down,olO%(Seepage2brremmmended4imm O.Stan6a inputw4agels9AW,Niummsperwam / 0.eplwes50WilnandesavR LISTING-CSAr edm USandUmd nsahtysmnda,ds.ENERGYSTM-(er1WM.Wela(ation.Air Tight a,tlfied l n accorOne wlM ASTM E2B3-MR. NN Certlfi ed. WARRANTY-5-Year limited warranty. Compli ewanantY terms located at 0 www a(uyb andsmmLustome ResoutesITerms and mbd'Tobsas�and:mmLu:tome Re:onte:ITerms and mnd'rons ae� py,,,ery „yi gp1ebp,dp„v Note: Actual performance may differe a result ofend-user environment and application. All values are design ortypiml values, measured under laboratory conditions at 25 Y. Specifications subject to change without notice. spwfiralmm Aperture: 3.218.1) (so.x3 e (eilingopening: 4.200.7) Dan 7iE O - OvedaPirlm: 4.7(12.)) Height: 1.1 R81 m.p Aildm ,,rei Adr(anamdeN unld3otM1axim IMlmha. M-911MR1.9,RRk Fashaned lead Davis, comgure product using standam opWns(maeA in kid). ENample:WN LED 30K MW Will LEB EllCCTzYRUWelKmeml Finish WF4 4'wafer-Min LED downlight UP LED 2mr 2700K180(13I/10.6raill MIN Matte white'. 30K 3000K/RD(R119.6W/675L in Manebh& 35Kr 3500K/80(R1/10.211 BN BroMrdnictel 40K 4000K/80(RI/IDW/165L ORB 011-mbbedbrome sole 5m0Kre0(RUILAW1781AL Aaeswrks: Order m sepomze razpla9 numbe7. MPUR12 4"newcomtruNanpon,retailpxNofl2 "Al Renmdelbstbar WFE#6U 6FT4.* WFEX(IOU 10'FT4mbi, WF mmu WIT4able Nr4_Pan Hotel I Turulmemanlverea lumenx 2 Onlydaded'n MemWala AIntel nonmixtroer \.. lorcoerwWfinrw. s kmkNlNdbar MmemnfYk DOWNLIGHnNG WIN WF44" LED Wafer Module PHOTOMETRICS Distribution Curve Distribution Data Output Dam Coefficient of Utilisation Illuminance Data A 310"Aboae Fimfor a5ingle Luminaire WF4 LED27K, 2700 K LEDs, input watts: 10.5, delivered lumens: 708, LAVIl =674,teano. 15F 30027P2 no A ♦n lunsu Rio Wire a>� VE 1. m° o m.W 1Wi %7'�e o lie lie al ", II sox weir ImBtewn- Me 5 8m Ba V.w° a1.o I lee W W . aw m W m.8° 1L&C u tee A m.m° approT" .3 7ae z ® n rum mrwsc m 8m Iw o°. W° A9.9 1mA 0 m m so ]ma to m m'wwaV amel 95 lei Ira on, lose B.1 aA m m On IIeHn Boom oYmY, rc oLreYl Po a510 Ira W-la° 0.1 BA B w or e no B.B tee m Ira Ile W: eve 61 m) 0 ow 0 e 1. l0. as ru m m all ILI 0A w al 1S.B 11. ]6 M W n-1m° Ate] YWA 0 e7 a6 m t5 BB tee 1l0 do am m 18 10 'oMXiry B w % 1 z0 late to 11 o.7 mis at W 1 Ali B w ffi n m 97 Z7 96 m 9 ^ aw WF4 LED 30N, 3000 A LEDs, Input watts: 9.6, delivered lumens: 675, LM/W=70.3, test no. 15F 30027 m% a ox cox cox ,aw Wmem m. wn.,. EsEs o la% m%eo%11% unadventurous W e ]at V-ea In', a.0 B 110 IIB 110 11011E 118 111 111 111 mbbsn- 1B%twn- s m w m-4m aloe .1 1 1. IW as 1m we w a7 w a1 dos 1m1 u NO m x-eV wed me 0 W N 7e ru re 77 re W to In. ee +a+ 0•-W me.o IWo a 7v to m 7e A w A do w Aw m0 Ce^b m. X IW ne W-1W al 0.0 a m m m ev m m m ea w ^ 6-•m an4r FC BY,W FC n�8] 45 1m 1a W .1aV o1 ao 6 m 00 47 m m n m m n eA ei a] Is3 0.e e6121 1W W -1W or arm 6 5I 4e 41 m n 41 so 4e 41 +aA 4S e1 s] m.7 0a m a8 m and' e0° of o.0 7 e1 no m a1 w m w az ee 1zA bra n4 to broke a0 R 48 w P-I m&I Ym0 8 47 Y 33 48 ]a 33 45 L E 14A 1L 14A 0.0 81.8 0.e m tz L EIAMm/ 0 49 ]0 m 49 M m 41 M a 1BA 1A 19A O.l e7.e 0.1 w• W 1 10 w II Z7 m a2 e an J1 A ENERGY DATA & DIMMER COMPATIBILITY lumens 660 675 740 765 ]m (Alnrtemperamre 2700K 3000K 35WK 900DK SOWK CRI AT m m m m Lmolati an 62.2 70.3 72.5 76.5 75 Mimpturingtemperatume i (409 -40°C(-409 rim((-4mH i0•CHn IHAR F((]itle 47 CFR, Pan 15, Class 8 FCC Thle 47(Fit Pan 15, Class B FaTold 47 UK Pan 15, Class B FU Thle 47(FB, Part 15, Class B FCC Tide 471F0. Pan 15, Cards; B 5aundratin9 OassAsmndams (IassAshndaNs (lass Asmndards Cms+Asmndards (lass A standards loputvolmge, 12DV 120Y 120V 120V 120V ioml Harmmi[Dismdlon 15.3% 15.3% 1 15336 15.3% 153% Min powvhnor 0.99 0.97 ads bids a." Inpmhequmry 50/60Nz Show 50160111 SW60 Ra W11 50/60 Hz Rated wattage UAW 9.6W 101W 104W InPutpower body 9.6W 10]1N now 10AW Inpm(umm 0.09A am DNA am DNA Lanka Lntmn Senwrswitth Synergy/Leviton 651 mbmP-L1 nips PCD 2W ISD 6W I120APIM IPL116{E11ANCmpde (Tfi031al n5P5 P(D BY 120 1511400EV120SPEM all m 3W NTILV 31Im NLY6m MW-SELV hill Gsem P66W11' Tgim WmnS NNVL-BPfiFWllfarwieMsaWliad Wd aepa W IALfnVaJ1Ul L/GNT//VG° WIN DDWNLIGHHNG:One Uthonu Way,Conpm Gf13m12 Phone.80D-3154935 FaIn770A60.3129 www.lithnnia.mm 02016,201BAmM1y Wands Ughting, Inc All rights batered. 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Co._ o , 1 � I I I I I 1 I lon- - - ion- - - - -.Lon- - - - -lon- - \ -ion -ion-- ---inn- - - - Inn, _ \ TRAFF/C � lsn =- - - -l�n- - - - -l�n- - - - -l�n�-�ar�nn�s- - - - -ion- Sir, - T i - -inn- - - - -inn- - - - -inn- - - � inn-- -����_ -inn--- TOP �I Q I \ . \\ T_ - - -lon- - _ TO U.S. ROUTE 29 I SEM\.'INOLE TRAIL I a, VARIABLE WIDTH R/W MAST ARM \ i O _ e--------�-� o / TRAFFIC -. a _ - - - - - - - - - - - /eJ "�e -\-- ----- Q----- 6 -� - - ------ ------- - -- ---_- -- - - - - -- - - - - - - - - ----- --------- � ----------- --- ---- _ - - - = - a M U.S. ROUTE 29 SCALEI"=15' _q To 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, 2011 99408 BEGA IES.ies 8 7000WWND SINGLE 184 20 1.000 Windfall Wall Sconce, 3000°K, 6ft MH WINDFALL OUTDOOR FIXTURE.ie 22 LCMPD5RW-T3C SINGLE 885 11.3 1.000 Canopy Downlight, Mounted 12ft9in LCMPD5RW-T30.ies 1 63 SW24 I SINGLE 1 527 5.88 1 1.000 Cove Strip Light, SW24-6_O-DRY-30 SW24-6 0-DRY-30.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min MaxtMin Description Parking Lot Illuminance Fc 1.64 6.3 0.5 3.28 12.60 5111 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 m E O � o N Vi N C Q � > E w E i LL o 3 ow- w 0 `6 K < J Vt» Ly t m i - l L2 p N U W N R OLD 3:O'x n q J LL Q v c U j M F a . C N o O1 N N M a� to I- win (n 0 O _ CD 0 O CDC w 7 w_ _ U Q Z 0 LM LU LU DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE UJ 5 Z a 'W J m ui J 0 n O u m z zo Q m up 3 J o LU > % en ` a Z �_ t =J 0 V/ 1eno Tuninuill U LLl 6 LL Ae J 3 N < S a NL,_1 z 00 m ocq ' Q �Z = a0 D2o 2 c N J E a w c W E. U 0= O c (r N D (7 3 N Z m /1r1 O �1 N F N O QM a 2 an a W X 0.2 N d� m o a � C E aO M 0 0 a c MU MUM a JOB NO. t0is co 2.2 47165 W 0 C p SHEET NO. n 0 L3.0 t E II LED pole top luminaires with asymmetrical light distribution Housing: Dorset aluminum housing and slip frmT. Slip fib 3' O.D. pale top, secures to pole with three stainless steal set scdews. Die wstlngs are marine grade, copper free is 0.3%copper antenq A360.0 aluminum alloy. Encbwre: Faceplate is constructed of di�c dumanum and is seared to housing with mmhanically captive stainkm aaesl fmterlers. Tempered clear class. Refiector of Wm anodized aluminum. Fully sholdod to campy with LEED zones 1 and higher. Fully gmketed for weather tight operation using molded sllbone rubber'U-channel' gaslmt. Eleeh,xl: 23.6W LED lumina lea, 28.0 total system Watts, -30-C start temperature. Integral 12N through 27N electronic LED chboor, C-1 LN dimming. LED modulds) ere svdiabie from factory far easy replacement Standard LED call bmpemtum Ls 4001 with a>B0 CRI. Available in 3000K (>B0 CRC: add sulfa K3 b order. Nob: LEDs supplied with handsalde. Due to the dynamic nature of LED technology, LED Usual data an the sheet b subject to change at the discretion of BEGA-US. For the most ardent technical nova, planes defer to www.begama.mn. Finish: All BEGA standard finishes am polyester powder ant With minimum 3 roll thickness. Available in four standard BEGA Were: Bea(6LN; White (WHT); Bmnze (BR2)); Silver (SLV1. To spw y, appmpdate suffix to catalog number. Custom cobra supplied on spacial Order. CSA banned! to U.S. and Canadian standards, suitable for wet bce5ms. Protection clam F65 Weigh: 20 Ina EPA (Effective projection area): 0.75 sq. ft. Luminaim Lumens: 3117 Poletopluminaires asymmetrikd wid•heLn ■ Lamp A B c 007 23.6W LED Shi 11i 2Y 24 Type: BEGA Product: Project: Voltage: Color: Options: Modified: BE" PON mE was Carpinteria CA=IS (805)884-0 SE, FAX(805)568-9474 www.be onw.con Dmpyrigm BEGA2G19 Update101/17/2019 FIXTURE A 19 to w LED pole top luminaires with asymmetrical light distribution HwaN: Reset sluminvn housing and slip fitter. Slip ft 3" O.D. pale top, sesum to pale w three ddnlma stealeel scrawl. Die m ngsaremarinegredG,a mrfresis0.3%apperoontwio A360.0 aluminum alloy. Encbwre: Faceplate Is DpmDLtctatl of die caft aluminum and is seared to hsu sing With n.d.niw1y captve stainless Meal festemm. Tempered dear Canada. Reflemor of pure arw W aluminum. Fully shieldetl to campy wRh LEED zones 1 and higher. Fully gmketed for weather light operation wing mddetl Milers rubber'U-channel'gasi Eleeh,xl: 23.6 W LED aumir m, 53.6 toad system wens, -30-0 start temp Num. Integral 12N through 2T eleclrmic LED dki C-1 OV dimming. LED module(s) are avdaabae from factory for easy mplaoament. Standard LED color temperature is 40DOK With a>BO CRI. Available in :Wi (>BO ORD; add suffix K3 to order. Nob: LEDs supplied With luminalre. Due W the dynamic nature of LED technology, LED luminaires data on this sheet Is subject to change at the discreton of BEGA-US. For the most current technical date, passes refer to www.1hi rLe.am. Finish: All BEGA 91N,dard finishers am polyester powder coat With minimum 3 roll thickness. Available In four standard BEGA cobra: Black si White (Wtfr); Bmnze (6RI Silver (SUv). To specify, add appropriate suffix to catalog number. Custom Were supplied on special order. OSA mffed ro U.S. and Canadian standards, citable for wet braEons. Protection case Fee Weight: 401ns. EPA(Eftecave projection area): 0.76 sq. ft. Luminalre Lumens 5814 00, unions - asymmetrical wide beam Lapp A B C Bases 2 23.0 W LED Twin 10 a 2% 44 V Type: BEGA Product: Project: Voltage: Color: Options: Modified: BEGA-US 1000BEGAWay,Carplrlteda,C:A93018 (805)684-0533 FAX(805)566-9474 Www.be9a-us.com Copyright BEGA-1,8 2019 Updated 02/18 FIXTURE B L ' LcO ne TYPE CATALOG#, LCMPD5R- 5" LUMENPAD ROUND LED DOWNLIGHT, SURFACE MOUNT, 1000LM (I I W) F_�a,n+� O 5 PROJECT • Easily mounts to standard Octagonal J-Box. • Super Slim 3/4'thick design. • No -glare side lit illumination. • Die-cast aluminum frame. • Suitable for temperature down to A*F/-20°C • WEF LOCATION - For Covered Calling mount only • 5 Year Warranty • New Bronze finish • California Title 241 Compliant' ORDERING - Example: LCMPDSRW-T30 ®� Q R nnlsb ammlrg Calorpon enture Fuel Color -temperature Material White W ELVDimmingn2ol Blank' 27WK -11117 DIeCaRAlummum Blank Black B G-1GVDimmlrgO20%i 11F010• 30001K 11111110 Non.Conductive -M Silver s 35WK -T33 PoIytrbomte Brame III aceok -T40 Colodirect -T5354' 3000W5001(b4ml ISpeclal Order for PC. 'Reid paimable ring options available. Consult factory. a10) dimming option is rest California Title 24/lA8 compliant, Consult Factory for Remote Emergency Battery Back Up Option. Licon 'THE COMPLETE LIGHTING SOLUTION' VLSITUSAT:WWWIITON.COM PRODUCTSPECIFICKnONSSUBIECTTOCHANGEWITHOUTNOTICE FIXTURE D WINDFALL WALL SCONCE iL TECH LIGHTING WINDFALL WALL SCONCE`II,_TECH LIGHTING Modern, crisp lines and a slim profile combine In the handsome Windfall LED outdoor Failure. Indirect light bounces off the smooth, matte finish of the back to create a plate gentle glow for wayfinding in outdoor corridors and walkways. xmm /Is iBF Outstanding protection against the elements: • Powder coat finishes • Stainless Steel mounting hardware J • Impact -resistant, UV stabilized frosted acrylic lensing ' Law Issam Windfall SPECIFICATIONS DELIVERED LUMENS 183.6 WATrs to VOLTAGE 120V. 277V DIMMING EW LIGHT DISTRIBUTION Symmetric MOUNTING OPTIONS wall CCT sides Car m PHOTOMETRICS* FarlmapbmmMy FlaaseN@wwwaAlVMlrymmIWIN00. COLOR BINNING 3-Step WINDFALL TO IW ins No Ira Ira BUG RATING N/A TOW Lumen Output: 183.E DARN SKY xan-compliam SB TOW Power. 20 0 Luminaire Efficacy: 84 m WETUSTED Ins Its Color Temp: 3000K 3S GENERAL LISTING Em, A. WINDFALL WINDFALL CRI: so Can be medto cam with cEC 2019Title 24 shown in black ply shown in silver BU 23 BUG Racing: WA try ULIfORNIATRLFM Pan 6foroutdoor Registration with c6c 12 Ira Appliance examame netrcqiena. D -30•C SirSTARTTEMP FIELD SERVICEABLE LED Yes 12 Ag CONSTRUCTION Aluminum 70 35 HARDWARE SGlnlexneel W d7 FINISH Powder Cost Up LIFETIME LM;>60,000 noun se SV WARRANT" 5years I 30 or WEIGHT 5111 • Visit hshigMim,nion for imminkns and details. PROJECT INFO immuRTyRe QLLWrnY toBNM1EaINFe NOTES ORDERING INFORMATION TECH LIGHTING PRoo,3cr axlsx LAMP ]WOWNIO B BLACK mD Lm 1.3WOKIT/ 1 S., mom Lm°oai.ockso 73v VISUAL COMFORT &CO. ,yam e.lp OM2rIMM1LIgINrO. LLC NI,gM1u,zsrwE.The•MALgMIng•BrapM1klsa repamNva]emvk 7400 Linder Avenue, Skokie, Illinois W77 •E9� TM,ugMing rcaam tl,edynmdu,geaeoroemnbrproWalmgorememswitlmraAlradon. T847410A400 teschlighting.com tochlighting.am FIXTURE C FOR DESIGN 1N'1'EN1' YUKYOSES ONLY 7/29/21 FOR DESIGN 1N'.FEN1' PURPOSES ONLY 7/29/21 See page 2 for compatible 0 • T Whitesu des SW24/6.0 STRIP: Static White �° . extrusions an power "C�a ^ ±? a a �P r -1- ar, cgl'sid W24/6 0 STRIP Static PP -� CEx _� _- E _� Lb CICE12 1SIL E Ib Illy CE e. CErsgo .:CE`�C CE One step one bin static white LED strip with 5261n1/ft ® 3000K. This energy -efficient 24-volt, 6.0-warl/foot dry -rated strip features 6 diodes per 2" cut point and is available in CCTs of 2000K, 2200K, 24OOK, 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. Compatible Extrusions T@CkwBIr1 110�K%d Wm L70- Imam bpurel Teeledwen sw2Wn.DORY CDT Lume°NI I LlMnmw Efficar, CAB Re I CBS BB TMBD R1 TMBD Fla a K 414 fiBI g3 00 N IN 9400K 443 f2LIN°Y g8 91 a4 IN 2 K 500 wLa✓aV as W a5 lea 0 30mK 526 Ba L4nAy g8 B4 94 IN 0 3500K 561 95 L4nAy BB 95 a3 101 C Q00K SB0 Bfi tmlLy 98 BB W 101 Illrlallglg�e E; m ussmandes w:w ,Esitu OP2G) o.az• oar l.ee• o.oe• POPE It" BrNP vA RMM WmanMCRI llaaaaaaORYaaaaai1 11 1 WeRege: 6.0 We D....i..... 10 4 58Qa9...1.... r•0•e ....... Cal -..... .......... L'19�P ..-.' 1•..11tlw•m ORIshermi bnBMMATCN eO ORL MK B1 _=K -TNmK 500R8 (IP20) By -300l BB -3500K 581R8 CORM CORM -4001 If selecting BRL select WA for wide color and type - BW omen In Standard 24' request custom length (Max 120') by miring R In Inches nest to'BW' In me order code box (ex. BWQ) - Wire orientation for MATCH will be radiated by extrusion Feed IrFsed Out selection -ComWed im In or Out eat needed to specify product. Standard! configuration Is BW for Wim In and CLS for We ode -CL2 wire IS Standard nsu,lemum "Ire, CUP was 19 plenum rated • 5 year warranty as UL Listed as Field modifications must comply with O-Tran's installation • Title 24 - JAB-2016 Strips: DRY rated, 2700K and above methods otherwise warranty is null St void • All data has +/- 5%tolerance Iiiands a RMHS irsaw e goal 0-Tren Inc. All rights seemed 1155 Hill SY. Mibd, Cr 1aLBa R71 sehs.gdenwm l Wmv.gOan.com Speeficwim subject to change.Rev-0304-21 FIXTURE E • Y lay' 4.I sxv-LEAD sxwxuxE cLFLEAp CLWNUNE aminu DRronly Centel om'ard, Day only . 20 MAG zz-A AWG . IfIAWG P2-18AWG Compatible Powers Supplies Saw goods forademonal power aupp"ptlone 02 iO-Fit -80 DTM-DRWE oral- Or. LED 1swe e Beef D-Tren Inc. At it" cawyed 1155 Hill St. Mibrd, CT mom I a333 R7 Iawlawegdenwm 1wmv.g0an.com Specificwim subject to change.Rev-0iO4-zt m E CD O O's U N Vi N C Q � i E W al E LU Q UM ?+ 0 W 0 W O p ^y Y LU t m Q< salV 00 LU Jcl� Fail - l D i CO N Ul N so,ZIssis W w FO n X q wallLL ai LE a O 0 Q Ln _ � N = U � F ¢ � . 0 N on N � M C � O7 J C W aD H (n IY 0 O CD 0 O CC H (] W W_ U Q Z O In 0 0 r H Z O d U U (n W Z O Of DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE W z to C J da W J 0 6 O G C @ z H� c v 3 LLJ O Q LLI C W' @ V3 �zU)to to 1�1 OU o Mw m __J t N a< 0 Q.: Nwz00 DO o IY C7 Q =OZ 00 o t- c fias E O a c m m U O c D 0 3 Z Z„ K1 0 � LJJ � a do F m o Q3 a > m on do on m X N .- N � IL y m O on O C EaO O Ed O LD 06 a c CU CUM a JOB NO. 0 it rco W .- or 47165 OW n 0 C 0 SHEET NO. n o L4.0 0 E I-_ L-