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SDP202100020 Plan - Approved Final Site Plan and Comps. 2021-10-27
STARBUCKS - :2=:2=:3 1 LANE SITE DATA: TAX MAP PARCEL: 045B1-05-OA-01100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.59 AC ACRES ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS„ PORTIONS OF PROPERTY ARE WITHIN THE MANAGED STEEP SLOPES OVERLAY DISTRICT PROFFER SIGNED 1/8/2020; ZMA 2019-00011 APPROVED 2/5/2020 MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: HURT& PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, 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 1,150SFX 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 Trio Generation for Starbucks - 2231 Seminole Lane FINAL SITE PLAN - SDP202100020 REF: INITIAL SITE PLAN SDP202100005 ALBEMARLE COUNTY, VIRGINIA LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Coffee/Donut Shop with Drive -Through Window 937 1,150 SF (GFA) 943 55 56 113 22 21 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND AVERAGE FLOW RATES: RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,150 SF/100 SF = 575 GPD AVERAGE HOUR: 575 124 = 24 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 24 X 3 = 72 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 72 X 2 = 144 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,150 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. 3/22/2021 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: DFiANVANT.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 `�;nul S,+e Plun Submittal Type Reviewed and Approved by the CommM�Vlvel �evelop�� eparime t Date File# S� �'�- 2O k& ig ature Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C7.0 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS L3.0 LIGHTING DESIGN PLAN L4.0 LIGHTING CUT SHEETS TOTAL = 15 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD M O O M U N vi fV O Q O > E W OJ E �_- W > V v} Q N +I 3 LL- o Q LL ,,, 2 _(ru_ L LU a U 00 U,J —� N p N N (� W - �p �x J � =v >� a cLn O rnN M OO J S IW- L� W O O ULj w ~ 4 n In O CL uj m cO W z w I-- W Q Q ca W a W W W �4caC) N N N N N W o 0 0 0 0 N N N N N 0) DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A n f W J I I 0 �Q w> 0 (y) J O N � U NW m � J a U co oC Q JOB NO. 47165 SHEET NO. co. o 0 0 U L > O 0 Q L _ Q cu 0 0 c ED _ Q c 0 0 70a no 7013f 2 Cq °z �o �2i O O _ c� U) z O a 2Q .:Ex F- L.- �0 Q� 0-0) 12 .N U O O U y_. L 0cn �° � L E� Z_ U (B O -� �U O 0 O (n. � U L cn O � U � Q� o tnW N "= s� F— LEGEND ROADS SEWER � { EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. F_J_0�(0 DROP INLET & STRUCTURE NO. WATER CURB W EXISTING WATER LINE CURB & GUTTER GRADING BENCH MARK TC =TOP OF CURB . .. s . CLEARING LIMITS BC = BACK OF CURB ---m 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 10 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. T! 11E FIRE ePRINKLER MAIN 198WHSTREAh! E)F-:Fl IF= GATE VAL:VE 19 PRIVATE. V!9�+A[: INSPE-e;ReN AHEL-) _1rL__,E_3;F4 NES, F T 11 F= F 1 R E . 15. ALL FLUB! ''Pie E+ FIRE SPRINKLER NIA!PiS 81 !Ahh P4eT- eC-6UR UPiT-11= APPR6V?0d= 16 61VEN BY+1 lE AeSA7 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW; FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. SUPPORT,O ORDER TO SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL R 15. BORROW FILL OR WASTE ACTIVITY SHA 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) GENERAL NOTES 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 (INCLUDIING 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 IIN 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 2. 3. 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. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 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 BYALBEMARLE 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" 4. :.:.:.:.:.:........'.'.............::. , : v n::::::::... K d BASE VDOT A-3 CONCRETE CONTINUE 21B STONE BASE O O O O SUBBASE O O O v v v FROM ADJACENT PAVEMENT r SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 1- 4" 2„ R 1, /? `7- - -1 CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE 611 4 �a 4as Q 711 \ a° a ° T © (( v v v v v v v v v 4" MIN. v v v v v v v v v v v v v v v f6"/ 6" 2'-0" CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale Y FINAL PLAN GENERAL NOTE General Construction dotes �� ; : connection to I �-��.�>. to an 'l 0J SLrL1C.fi.011 Mtl�:�n £>n �.�.�.st.�r�. �����>. .rl�,:J.rt �..� �� a , �.���,:1>�.�i�nl� c e t1��bcM€%�nh. . , ,m.-aine:Virginia Depart.rment o r nsoportaf.imi (VDOT). This r..iias drawn may not r f lre.tlect the -require.j.iienls of . permil. 'Where any d>1 tm.ei.e.s occur therements of the erz t sbat vem.. f . ail: f current 1 • ..i and. �.i ,A,.l..� aafe `ials and constru tJon .:>zetl�... ds sh.' ..1 � n....'or . t� _.�� � �� � :. ��>��... ���..� .� �...�.� Y .M1 standards of untess otherwise uott,4, , " 1 � approved �v:. :�. : � .��`01. EtIld ilt��t��r:l� c�-�:c�.t:rol, 1r1eaL1fC;�k�.,,l..l �.��:, _ r�.�� i.de�� in. accordance �tb. b� �� � e.rosio-r contro . elan. and shall be installed p.ri.or to any clearing, grading or other con tr>! Atli l7 . All slo . - and disturbed areas are to b �� ilize w seeded andmulched. 5, The :I.;ri..tmmm, allowable slope..is 2, 1. _ eak_o.,uaby obt .�.b, :lesser 8.1e of -3-.1 or fetter are to be achieved, Count E.fugi eer, (-).tk designee, .it is deemed necessary order to stabrl ze a drainage T All traffic o �control t::y - 1 ig 1ss+a.l conform. ooarm. with the V i y.i.n i a :aual. for ti. frra Trr tc Control Devices. 84 •t`1niess otherwis; .. t:e1. all conere e pipe .ball. be re1:nff_)rced coaorete . e •.::,: Class Ill_ 9, All .xcavat1kyn..16r u.derg:rou.IYi.. co....... -ply with OSHA t-an.>a..d:_ lbr he:on: trc :eti.on 1.ndu stxa t (29 CFR f,�.I}rt ` 926). C L \0 gz1,7. L� . - 4 ?' Lio, C 10. 0402048507 k �1161`,� 0 E v� a N V N V; c > E E ~ V Q Q tj _z: w 2 � moo a J V w -� - ui a�> CCD, (D W N d ' �0U-) a L- �Q Z3d.. V j �- `L Lr) O 0 Q, N am d- 00w uj S F_ vi ZD 0 F- 0 w w H Q z 0 V) H 0 W O a ~ OU V w Q_ (r� L O Q H z m � O Q U m 0 � Q � U � z W cl� Q -3 W W W Q_4Q000 j Q � N N N N N W o 0 0 0 0 N N N N N Q 'Co - DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W_ 7.1 � ai QU > a) O W J N 0 Q Q a 02 0 70 r = 0 Q (n _ L u > -' V 1 ~ z I- W 0- 0 U [] o w °' NQ( 0 w W �o m Qb Q p �Z �o 0 o _ T F N v- E o a, �N CLo u 0 U Cr Do� zU) oW2 �Q x Q) a� 0 a, 0 Q Q U � � o O U y... L N Tom, U � L a� E U_ (B O 70 -0 (D7C) •U � JOB NO. (n o W. � U 47165 N C O U SHEET NO. T o C1.0 � E KNO�P) �y-�f �}L�'r r' r ���F�' j �fr%'ii Ff / 3 '� '�'c°0t '}'}}.c,,, aJ �ro ''�, :, [':,, `vr,, 3 &ii�•� � C a� en r ���,Ts x Serving First Res onders Since 1975 Pi %336 0 D 9 3 0r' }' 0D E 9 -------------------------------------------------- Recessed Mount with Face Flange The number one high -security KNOX-BOK{ l is used for most commercial applications including businesses; schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for emergency access. The hinged -door 3200 Series KNOX-BOX is more convenient than the lift-off door version because it allows single-handed operation and opened or closed, it's all one unit. E Features and Benefits • Holds up to 10 keys and access cards in interior compartment $ Ensures high h security. Box and lock, P,' are t)Lns Listed d • Includes aKnox-CoatO� proprietary finishi�9pro, process that protects Knox products up to four tirrtes better than standard powder coat � • Resists moist conditions with a weather resistant door gasket ® Hinged door allows single-handed operation ;trial/Government Key Box SlCURRf �L i3 ir3lEff Front View EUUh6,EM1f CE (->-----T--- Deasy ir`u' •mirk -�-- 5taine�� tai..ee� steel te�I Ii lock (;OY.t'" --- ---- --- C'0 I Holz For 11 ..:... . - -- ..- ee! cloor•----""""f"" „ir h ae;k,t 1 1/4" Solid steel nc)ue,irlg 100% we!cleci 3200 Surface Mount Franc View Side View i i i i HI H i i ! I 1 1/4" .tee! Cage, 100 /o 'rle!rrcl T X 7" fLirioe {r�•ce��ed I mridel Ut:iy; 3200 Recessed Mount • Colors. Black, Dark Bronze or Alurninum Ordering Specifications Weight: Surface amount - 8 lbs. Recessed mount - 0 lbs. To insure pr= curttnentanddeliveryofthe3.`00SeriesKNOX-BOX, it is suggested that the following specification paragraph be used: KNOX-BOX surface/recessed mount with hinged door, vJth/Without UL Listed tamper s'hitches. �/4" ,,late steel housing,1/2" thick steel door will, interior gasket seal and stainless steel door Options hinge. Box and lock UL Listed. Lock has ,t/8" thick stainless steel dust cover With tamper g Alarm tamper switches (UL Listed) seal rTlaunting capability. Exterior Dimensions: Sur face mount body- 411-1 x 5V x 3-3 4"D • Recessed Mounting Kit (RMK) for recessed models only Recessed mount liange- 7"H < 7"`v,; Lock: UL Listed. Double -action rotating tumblers and hardened steel g Inside switch for use on electrical doors, gates and other pins accessed by a biased riot key. electrical equipment Finish: Knox -Coat' proprietary finishing process Colors: Black, Dark Bronze or AIurTlinurn P/N:' 3200 Series KNOX-BOX (mfr's cat. 10) MWs Name: KNOX COMPANY KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (80W 552-5669 • (623) 687-2300 ^ Fax (623) 687-2299 • Wab: ,vvi.r.kooxLox,.com • E-mail: rn€o@knoxbox.cotr: CG-12 w A )r 5 N # 5 DOWELS, 8" LONG PERMISSIBLE AT 12" C-C CONSTRUC110N �MiN.'� JOINT 12:1 12:1 MAX n WITH BUFFER STRIP RAMP RAMP A.r ;tn u7' '•_ ` - 5' MIN (SEE TLE) A (SEE TABLE) A(' AB TRUNCATED DOMES 12:t MAX i(1t1 1. 4'tAiN SEE SHEET i OF 5 FOR DETAJLS 5'-0" MIN L `+ SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 MAX WITH BUFFER STRIP 20: is 48 : 1 MAX. MF� 12'•A �- 12:1 MAX. A 2' MIN. SECTION A -A I WITHOUT BUFFER STRIP PERMISSIBLE _j CONSTRUCTION i s- JOINT V) --- R n o ----�� CURB SE G-r10N B-B --► ! �- CROSSWALK. °Ov 11 I I T �-- A 4'SQUARE LMlOID1G AREA OUTSIDE OF TRAVELWAY CROSSWALK CURB / SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALF NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WIiH1N THE MARKED SEE SHEET 1 OF 5. n? CROSSWALK AREA. TYPICAL PLACEMENT �/ CURB THE REQUIRED LENGTH OF A PARALLEL RAMP TRIP IS LIMITED TO 15 FEET, REGARDLESS OF 'THE AT INTERSECTION 5'S'.OEWALK SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 5 9 4 8 12 5 1 10 15 6 77717774715 WITHIN CROSSWALK LANDING 48:1 MAX. DIAGONAL PLACEMENT SLOPE L4I0ING 48:1 MAX. LAD{DING 48:1 MAX. SLOPE SLOPE CURB ` 9 MEN CURB aZAAX CROSSWALK2°t °+°o yr• °x CROSSWALKGRASS �2:t nn CONORETE CURB I ll V) CURB WITH BUFFER STRIP Ij WITHOUT BUFFER STRIP VDOT CC-12 DETECTABLE WARNING SURFACE SREEFERENCEN ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CUWHEN LINEAR FEET) GENERAL NOTES:DETECTABLE Rl WARSURFACEIED (CC-2 �R(AREA INI SQUARE YARDS) i. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. C` 1 _ DETECTABLE �I AI F T LIST F 2 DE EC BLE WARNING NG SH L BE FROM HE MATERIALS APPROVED L S OR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET -SID WALK RArAP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG 12 DETECTABLE 481 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. f 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP � FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WiTH REQUIRED BARS. 4 4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 as THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF �` -tU:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID-DEP-fH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2". PERPENDICULAR./\'\�\v\���1✓ll���y/\f�\. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS } TY/�j���� ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. ^\l\���\ .. /�` v ��j`�l;i j }�f� ���J i` / 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED n \�Y/' / /� w 12:1 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 7 AD! ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12:1 MAX m.. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FiRM AND SLIP RESISTANT PATH CONNECTING ALL c ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED xy�y��S����� AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK NIND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1 MAX � cP Ei=11 • _ -E -I I ( rt-rn- I -E I PERPENDICULAR TO THE CURB. i MIN 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADH CADINUT 1� ---�-- -'I -�- I -11=�� '�,,,�i�'+•^^ •-' ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCKit TRAFFIC, REFER To STANDARD CC-1), COMMERCIAL ENTRANCE (HEAVY 4' IN v� F AT X 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. it. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRA`JENAY. "THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 'TRUNCATED DOME io 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 10 CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE _HI 1.6"-2.4" C-C O WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O 0 0 0 0 0 0 MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH z THE BACK OF CURB. - 0 0 0 0 0 0 0 0 0 0 0 U -- LANDING RAMP v 0 0 0 0 0 0 U o 0 0 0 0 U 0 0 0 �. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O o 0 0 0 U 0 0 0 501-65/. OF BASE DIAMETER r TOP DIAMETER O D U U U o 0 0 0 0 0 U 0 0 U DETECTABLE VJAf2N1\'__a- AT BACK OF CURB U.9" l.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER F" PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION ENC ROAD AND BRIDGE STANDARDS E SHEET i OF 5 REVISION DATE (GENERAL_ NOTES> 105 203.05 U7/1' VIRGINIA DEPARTMENT OF TRANSPORTATION UO2 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME &COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR ' 00 - BRICK AS DIRECTED BY THE ENGINEER. Q, 2'-0" :.. ° zo0 '.' _ Q o Ww WO - • 6u a n FLAT SLAB TOP AS DETAILED v� iv ON STANDARD T-MH-2 MAY BY - SUBSTITUTED FOR TAPERED �a SECTION WHEN APPROVED BY im THE ENGINEER. ST-D. ST-i ' A �2' 6 A 4'-0" oX 0 � .'8 BEVEL 45, io a...t j --3- ... . : . o 2m ' . J/ %//// IEI•!•EI• iiiiiioil1�1�1�1• .. _ LF HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO 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 0.785 1.961 7 to 0.785 2.223 a 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.s 0.785 3.009 1 1 1, 9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 1 0.45 - 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 511. OTHER THICKNESSES ARE TO CONFORM TO WALLTHICKNESS SHOW FOR N CONCRETE. 6.ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT 1S TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. REFERENCE MANHOLE FOR 12" - 4 8" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 -9 \ SHAPE T( CONTOUR OF PIPE a " 4 I � • f 4 f ° . 4 , 14 TRANSITION BETWEEN ° PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IIN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. ,.IVERT OFvOUTLETVPIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS • f a SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A % Q PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE / a • ::.:';:r;,j... ; f:; UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v f BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ::i•;;�:'.;;.;�.• ::•: a SHALL BE LEFT SMOOTH BY MEANS OF HAMt4 TRANEILtNG. ttOtJE I ,..,. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. _ DETAILS OF 114VERT SHAPING AS SHOWN HEFREON ARE FOR EXAMPLE ° - I PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - f INDIVIDUALLY TO BEST FIT THE PARTICULARt INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES \VDOTSTANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 FACE OF CURB CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) CONCRETE BUMPER BLOCK AS NOTED ON C4.0 �.�:... FACE OF CURB 2% M 18, 18' I ,\ s PAINTED 1 4" PER 41E I PAINTED VDOT �::STRIPE 1 SPEC. ......... •-•.- (TYPICAL) s 9' 9' - I 9 ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale c EXISTING PAVEMENT PROPOSED PAVEMENT G > SAWCUT THROUGH n_ MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE I 2" + COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -,CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING D AN PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO B M T MARK N E FURNISHED AND INSTALLED B Y THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 2411 SOLID WHITE LINE (TYP.) S 0 12' (VARIES) STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING SOLID WHITE LINE 2 2E (TYP.) �,- (TYP.) STRIPING AND SIGNAGE DETAIL No Scale •" d o Q 4 .. a. °I* 2' CURB TRANSITION DETAIL No Scale SIGN NO SCALE 6' STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS :III=III=III- �111IIIIII=III= SIGN AND POST DETAIL No Scale RESERVED RESERVED PARKING PARKING fflWY PBKTY - W IE W RE TOW AWAY ZONE TOW AWAY ZOPE VAN 6' ABOVE ACCE89BLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. V SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN )RDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUN[ PARKING SIGNS FOR THE DISABLED No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 10" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE r"~ ' ' ' ' ' ' ' ' ' ' ' ' µ. .. DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS s.,�w4 ................l..I.. Y....+. ..+..+•�". LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE +COURSE - SM-9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0 0 0 0 I_ o B TYPE 21 B AGGREGATE SUBBASE COURSE ........ 0 0 0 0 ..... o �- COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 4IMP HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 211 ' ...,. ............... ....... ....: :.....:...:= ._....... ' � 6" 4,000 PSI AIR ENTRAINED PORTLANDe.d. �. .. °�. ° :d4.°•.' a CEMENT CONCRETE 6" TYPE 21A STONE COVER r COMPACTED SUBGRADE (CBR 4 • DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale NON -SLIP BROOM FINISH -�, _ VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale R= %4" d CONTROL JOINT SPACED Thf ' AT WIDTH OF WALK (MAXIMUM) a ; f° : 4. EXPANSION JOINT AT MAX 1'.;. I OF 30', WITH PREMOLDED f a °. ° .;.. EXPANSION FILLER . a . i....:......:....... :....:.:..... .....:............._....:......... .......... ....... / /-- CONC. WALK i ^^"' y� •' • •. 4 A. 1=�LJ��LJ ..... .... :.....•-'• --.... :.�`wl.Jv..,..:• _"..... ��l�J�l..1�LJ�LJ�V�IJ�I•.. s COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale el r-M hA rr, o' LENGTH ANCHOR WITH 5/$" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale L �xN4 I 'cal �(it ?L 1, No. 0402048507 Q 9128121 f*? E O a, O N V fV � C > E W E W V LL o o -E: r-, W a J U 00 Z wH-� 0 CD M LV � � U �� ~ � o V) w w � W O � � IW- (I')= N In I- 0o N > 4 Q V) w Q v m cl � U j a v Q LLJ � C1, Q Q v �z p LQ ( j j4.1 O j W W = 4. Q J O ; CL ti 12� Q ... . LIj N CN N N N CD 0 0 0 0 w N N N N N U -,t ca Co (3 z O H DATE > 312212021 O } DRAWN BY A. FONTAINE DESIGNED BY • A. FONTAINE . CHECKED BY • C. KOTARSKI • SCALE N/A • e W z Q J W 0 z ~ N w > J z � � W Nmw � J a 0 Z U 00 Q JOB NO. 47165 SHEET NO. C1.1 0 D D U c a) > O 4 3-1 O 0- Q c CU L 0 U) .0 0 ETf 1= O O NON TRAFFIC INSTALLATION NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X 1201 DI 1299CGC �\ APPROX. DRAIN AREA = 39.75 SQ IN APPROX, 7/EIGHT WITH FRAME = 39.90 LBS APPROX. WEIGHT =15 LBS (1, 2) INTEGRATED DUCTILE IRON / DRAIN BASIN INLINE DRAIN FRAME GRATE TO MATCH BASIN O.D. Q C 18" MIN WIDTH GUIDELINE GRATEICOVER � GRA'?�ErCOV'tR -� OCj �� / / 5T i TOP SOIL 'TOP SOIL HINGED � ° FORCOVER EASY ACCESS , . r i r MINIMUM PIPE BURIAL \/\\ \` �i� ��\iY \�\\i ;, f\ _l<�i� A v� 8" MIN THICKNESS GUIDELINE F 1.81 // _;; .y s:s:: _ T7 �`w .:: •: ;'; is%/ ` /<. 5? Y L Z�4 / // /� MANUFACTURER 3.56 \/\/ r x l f !•. •../ / .�/ //\ {✓ ' ' it /\/ (3) VARIABLE INVERT HEIGHTS . AVAILABLE ACCORDING TO (MIN. MANUFACTURINGRECOMU o DATION gip- ...- _.._.._.. \/� \ \: x--=- .. �� \ \,� PLANSITAKE OFF (5) ADAPTER o \ \" / /'' i ..%`\%\ : /\� - ) REQ. SAME AS MIN. SUMP} \. t ANGLES Vic %%\\, VARIABLE 0" -360^ TRAFFIC LOADS: � \/ ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUARETE SLAB LICONCRE E SLAB ENSIONS ARE MUST BE �\� I/ ? t { PLANS - DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,o Q ^sf' ' ) TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO 7001 110 111 FOR NON TRAFFIC INSTALLATION. 014 95 �C f- •�---�r---- - ---tom---- i - - (3) VARIABLE SUMP DEPTH 's 1 E ACCORDING TO PLANS (6- MIN. BASED ON - -� RRSHOWN)OINT y - MANUFACTURING REQ.} WATERTIGHT (CORRUGATED HOPE � s N'fLGPLAST 13.56 - - e l �° arlN Gt'1 s^ 24^ a i If /l �� 6° MIN ON 30° & 36" .... � It \ � fi>,i7� ' F.' oonor�•cxaure vsru+s rovrars�rrFrs X a \\ y 1 THE BACKFII_.L. MATERIAL SHALL BECRUSHED STONE OR OTHER (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: / �: T� �'' 1 GRANUTAR MATERIAL MEETING THE REQUIP,EMrNTS OF CLASS I, 4" -12" FOR CORRUGATED HOPE (ADS N-12AIANCOR DUAL WALL, 1.25 r , r a r r i CLASS EE, OR CLASS III PAATEREA_ A� l,Ef-IPdED IN AS"(p8 J�.,LI. ADS.HA,JCOR SINGLE MALL), N•12 HP, PVC SEWER (EX: SDR 35), __________------------ _ '' F3Ff1DIAt z ? nAE)KFII I fC;Ft S? kR2FA(F i1RAltlai;P INI FTS SF4hl I RIP mm.. nwv (PY• S(H AA1 PI/(,.. ncinni m , f:(IRRi I ;ATPn A RIRRFP) PU( I .__ r P LI c PLACEL) & COIro1PACT3 f.) UPlIFORML'f iPJ AC'OORDAIvCE vJITH AS T1A D23'21. PI.. BACK. I tiV\TE-RIAL •jHALL B CRUSHED STO:J;; OROTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE 0R OTHER Tr. CLASS MATERIAL GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, �S 11, OR CLASS III MA _RIA_ AS DEFINED IN ASTM D2321. BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. --� PLACED & COMPACTED UNIFORF M.ILY IN ACCORDANCE WITH ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # Imo- 011.64 ►I PEOE:S'Ht1AIJ A1EE"E511-iD 1290CGP 70D1-1tf1'L02 sTAPJDARo - -- -- SOLID COVER MEETS FI.20 - -- - - MEETS H-20 1299CGS - 1299CGC 7001.114203 7001-110-204 PEDESTRIAN BRONZE wA 1299CGP8 7001-110-205 DOME NIA 1299CGD 7001-11D-206 DROP IN GRATE Liom-oulY 1201D1 7001.11"21 t - GRATES/SOLID COVER SHALL SE DUCTILE IRON PER ASTMA536 GRADE 70-%05, DIMENSIONS ARE FOR REFERENCE ONLY r <• • �:•� <• r. ( ES r , His PRINT Ju_5 aIrBJE„T htA. [..R It` I'I'Hls�a NE.n AST HAS PROPRIETARY RI,HTS. THERECEIPT - DRA,><N fiY CJA MATERIAL 3130 VERONA AVE BUFORD, GA 30°18 WITH THE EXCEPTION F THE BRONZE RATE. C 0 G 2- FRAMES H EL BE DUCTILE IRON PER ASTM A536 GRADE 7 a,0-OS THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES THIS PRINT DISCLOSES SUBJECT MATTER IN VifilCFl NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY AWA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY •F. � r THIS PRINT DISCLOSES SUBJECT MATTER IN NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 • a • • � .. I ti CFc . ,,,,£ ,C �! F "tFil'' PilPt... T ., o� U u OE_ . J Lt.Nf..f.. DATE 9.3 0-99 7 ?HN 7 0 932.2443 f C 3 - DRAIN BASIN 70 BE CUSTOM MANUFACTURED ACCORDING T PLAN DETAILS. 0 0 S : OR POSSESSION UFTH15 PRINT DOES T CONFER. NO C N ER D ATE 0.,-29.06 PHN 770 932-2443 ( } GRATE A LIGHT DUTY RATING RA E HAS L 6 U ^ a ❑ R POSSESSION PJ F THIS PRINT D T J 0 S., 0 0 S 1 DOES NOT CONFER, DATE 3-5-00 PHN 770 932.24d3 ( } DIMENSIONS IN INCHES cc OR POSSESSION F THIS PRINT DOES E NOT '0 CONFER. 0 S O C Plr fi DUCTILE IRON PHN 770 932-2443 l} I Ri'.NSFER, OR LICENSE THE USE OF THE DESIGN OR • n :: �• - -: -m� :• •:�.: 7ECHNiGAL IN: ORM&FION SLU„N :iLRv,r. :, ,, �T FAX c,770) 9324490 s '+ �`� ` b% www.nyla last -us ,om P RISERS ARE NEEDED FOR BASINS OVER &J"DUE TO SHIPPING RESTRICTIONS. SEE DRAWING PlU. 7UU1-110-0G5 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN h � �+ �� ��` � FAX 710 932.2490 ( ) to las t QUALITY: MATERIAL SHALL CONFORM TO ASTPA A GRADE 7 Q S 536 G 0-50-05 TRANSFER, OR LICENSE THE JSE OF THE DESIGN OR USE �7 " � ® ��� FAX (770j 932-2490 ARE R - I D GRATE MEETS H 20 _OA RATING _ TRANSFER, OR LICENSE THE USE OF THE DESIGN OP. 3-0 DATE 3- 6 7�p t" �7 1 \ 1(t ia� t FAX (770) 932.2490 _ ., , 'H � ,. RtPRUDUCTwr, OF :IS PRINT OR ANY INrURh1ATIo:Y r REVISED BY NMH PROJECT Pd0.1NA, ....................................................._.......................___ -. � 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO o REVISED BY NMH PROJECT N0.lNAME www.n Y P •us.com PAINT. CASTINGS ARE FURNISHED WITH A BLACK PAINT T" H EC NICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO.INAME ✓ vw. I la m n o st us.com Y P QUALITY. MATERIALS SMALL CONFORM TO ASTPd A536 GRADE 70-50-05 r INFORMAT TECHNICAL IPlFORbAT10PJ SHO'iJN FiER_IN REVISED BY EBC PROJECT NOJNAME e� w. I m ww nybp ast us eo CONTAINED HEREIN, OR MANUFACTURE OF tVJY DATE TITLE , DRAI,J BA5lN & INLINE DRAIN ASTM D3212 FOR CORRUGATED HDPE (ADS N•121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN. Y C R N, OR MANUFACTURE OF ANY TITLE � SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY REPRODUCTION OF THIS PRINT OR ANY INFORMATION _ CONTAINED HEREIN, OR MANUFACTURE OF ANY TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT PA CA GS S C J J OF THIS PRINT OR ANY INFORMATION TITLE ARTICLE PiEREFRG'M, FOR THE DISCLOSURE TO OTHERS 03-Y1-f6 NON TRAFFIC INSTALLATION T J � , N-12 HP. & PVC SEWER. r r r - ARTICLE S RATE 03.11.16 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL (� ACT AS STATED IN FEDERAL RE�ISTEP. PART III DEPARTMENT OF (•I c Aft71.,_E E H REFRUM FOR THE DISCLOSURE TO OTHERS DATE 41 -11 3 121tJ DROP IN 1 r 1 1 LOCKING DEVICE AVAILABLE UPON GK G C P N REQUEST SEE DRAWING NO. CONTAINED HE CONTAINED HEREIN, UR MANUFACTURE OF ANY , r I ARTICLE HEREFROhy FOR THE DISCLOSURE TO OTHERS DATE 3.16.10 121NSOLID COVER ASSEMBLY IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:25 SHEET loci 1 DING NO. � -ADAPTERS CAN BE MOUNTED ON AIJY AN GLE 0' TO 360'. TU DETERMINE MINIh1UPd IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7 JUSTICE, _8 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7001-11R33 I° FORBIDDEN, F u ORBIDDEN, EXCEPT BY SPECIFIC WRITTEN n - _ PERF':ISSIJ,J FFcU,A N fLO, U,3F. Mu nri a :::r 700f-110-111 REV F ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PERMISSION FROM NYLOPLAST. nzuis vvtoPin r DW0 SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110.189 REV E R PERMISSION FROM NYLOPLAST. ©zou nvto tirsr D'WG SIZE A SCALE 1:fi SHEET 1 OF 1 DWG NO. 7001-1t0 021 REV p PERMISSION FROM NYLOPLAST. ©zo:c erusartt DWG S¢E A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001-110 204 REV C GOOD FOUNDATION MATERIAL.. ROCKY FOUNDATION MATERIAL. INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL--\\ _ 4'1MI 8u Qit MIN MIN' #68 STONE €LAR FILL AS 2OVED BY ACSA LS I A " 1\m- Q_ TABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO RACKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED A3OVE THE HTiAL 3ACKALL. 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 FOR ALL. BENDS I 45' max PLUG I 2 i .I 1 1 FOR TEE OR WYE FITTINGS ~-~ WIDEN TRENCH TO -T ACCOMMODATE ANCHORIF REQUIRED. BEDDING AS M REQUIRED - SECTION 2---2 PIPE DEGREE -------------- BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. (FEET) CU.YD, BEND L N T TL H T 90 2,50 2.50 3.01 0.24 4., & 61, 45 2.00 2,25 2.60 0.15 2<OU 2.26 2.5U 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1,50 2.00 2.50 0.10 90 3.66 3+16 3.21 0.48 61. 45 2,66 2.66 2.77 0.26 22 1 /2 1.66 216 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2,16 2,67 0.13 90 4,83 3.83 3.42 0,83 10" & 12" 45 3.33 3.58 2.95 0.43 3,83 4,00 2.83 0,52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.i, CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS -asisiz-.nz razz--s.ez-r<�n--zt 4 s 3 ............. .- _...... LCtCat �11 SEMINOLE TRAIT ... Prexstarf�Z�zwte URRAN'I1ING Date and:TiM0 Of T $t 3/13/202111. 2.00 APB.` Minutes of Flow 1 Phis' .4e ($mbee) 12 Pr s flrb Hydrant 11787 Static Pressur (psl) 1.05.5 I esl tual PCe s1Ji (psi) : 87 2: 20 Lt sspt l i .0 My lti I-e Inflne Hydrants ':,..1 Q,20 S►T1�Ie I Ia1>r •--I Spar ltklt r T>~st S1ng€e I Eraw Flom Hydrant #1 11137 Pitot Pressure #1. (psi) 41,45. Yellow 1. 1Test Flow 1. 1.1.61 Flow Hydran #2 :I.0504: Pltot Pressure #2 (Ps() 63,06 YeIlow 2 � Test Flow 2 132 3` Flow Hydrant n Oita press e:#3 (p.si) Yellow 3 I � Test Flo1,r>i 3 0: TOWI Estarii AW11A 42£1 lc€latle�€ (I) a11(? (ddt319flzF Nt%�t/Jfi lf4<it s1t,,islF 'rs FtLwes-,Vf tmt16, ful 0.20 OR 3 vile. Sj2l:f til@C LK::) Co I'I'1 {.l ie t t Cis .. H}rdralits Opened all theway, s • t r r t- n - s"i f •• t F.r _t v�f of cakula t Ifl., 1t,)Y u7kth a fer3.PtlJartL Jsffu e: > •s" e , k3 r< afsks �t rS ut_s 2r scla .L.Y4i01v.tinal FYfssrxt ents.n. d11c1 fapet s=F.ns A'<Y r173 Rat y.l.o P0,1I.:t d offflaw, a 4 st fit rs phly e pt s.ut>- g nt Ju.i. tt.ed, Estimated Consumption (gal) 248 I'QI•.ose for 4L'Bteraut{ltl Signature of Tester' �__z NTS FIG. W--3 FD-- 3 PLACE 5' GALVANIZER " WITNESS POST WITH > CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE _ T T M.J. GATE VALVE WATER 41 H h I I Ti H I. LINE 2500 P. S.I. CONCRETE Q 2'x 2' BEARING AREA. THRUST BLOCK 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE - NTS FIG. W-5 TD--9 III;,III,,,III,;,IIII;IIII� III---, CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL \ 24' SHUT-OFF CORPORATION STOP 1 TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B TD-11 1" COMPRESSION x 3/4' MALE PIPE: COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER 1"x1"x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE, 1) SADDLES SHALL BE USED ON PVC PIPE. 36" MIN. 1/8 BEND COUPLING� f� � Lo Iz" FOR USE ON ATTACHED $IN= FAMILY RESIDENTIAL 5MVICES OR DUAL. RESIDENTIAL AND IRRIGATION SERVICES. ^OMpRES510N x 3/4" MALE PIPE COUPklNG OPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED, CAST IRON LJD I GRADE MITER BOX -COPPERSETTIER `-CORPORATION STOP jtr'' " rS 1 ti z� ) BRICK AS NECESSARY SAND 4R DUST UNDER ;; s{„� �v :; :) 4- DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH i ;,j. :r.`rt:r : , (,:�,':; r LUNG STONE POCKET, MT x .•ti a f :• , r<. • a .= MINIMUM THICKNESS} SPEC. 2D3 NA. S7 AGGREGATE ,.,;>.,.^;,w;;,':;.?;E,'1.,,,r•..��.x::r�A TYPICAL SERVICE LATERAL. INSTALLATION (5/8 1 " METERS) NTS FIG. W'---6A TD-10 ° 18" METER BOX. NOTE& . .A 1--3/4" DIAMEITER HOLE1S REQUI.*RED IN THE. tID > oR TOUCH READ METERS, EMB SPRII 0 NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5„ IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" m i n --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 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 L, 1u21 v�� t h�;�Aayv CA.A.i(jAff 3.10 ,AIts[ ICY' P 9120121 1 M O N O N to > E Lu ai E I_- W V>) Q LL +� 3; Ld O O M fa- J U 00 W J ��' ON L7w N� Z .L- -,T Z X Cn Q Li- 0 Q Z3 d. C U) = N U l0 = Q Ln 1- LI) O N to Gl � a M t;O J k-p I •- vi IY O _ LU w t-•t 2 Q z O U) H > O LLJ o O LU LLI (/) C)LQ z O CL Q Q J O U Q H Vr f J (T� > Q Q w Q m O U U Q to LLj �+ 1 O wv��Q I- Lj_j Qa,m�LIJ www �omoQ �z LL_ N N N N N LUo 0 0 0 0 N N N N N Q I\t L-C) O 00 p . . . N N co 00) DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A w O z ~ co W>J a C) w J 016 N Uj � m a O Z U 00 Q JOB NO. 47165 SHEET NO. C1.2 Orldinal Pro.1.1"ers Ye, Amendment PRO FFER. -STATE MENT Re-v isedJ' RnLlary 3, 2020 ZM.A'No, 20 1. 9 000.1 .1. "1'ax Map and Pareet Numboi .(s): 045131-05-OA-01.100 Wne -Reeord* Con-lnlei i 0 Data of-Profter Signature. 0,702 acr s to be rezoned at Oft Lee (CQ)' fi-mil, "CoLlimer.6''.to "11ighway Conit-nerei.a JQ Com ni ere iat Renta Is. LLC ;i the Owner (th "Ownex") of realproperty do'cribed;JI-I.Albe He Coullty -0 A- rezoniog alYplio.ation ZIMANo, 045BI-05-OA 01A00, PLU-Stlant to Sect_j _11 3�' Of t o Albe.Marte of the Alb.0111carl.e.. .County Code). the. OL�Vjjer herl�b �JVoltj' nuarily proff4s the. conditi.o.h.s.jisted be, low whli��h. stial I Lie, applied to theTroperty if itiS reZoned to,the zofting d! 5trict identified: above, ese prof fi(:"red as a 0 e req ties ted 'rezo nmg and the Owne*,r ackpow edges thatAh.0 colid 11.10*11*8* atle. part ft.tal J resason able. Each signatory below s.1911ing 0.11..behalf 0.ruie Owner covenants and warrants1hatAt is at-i .0 aulho.r. zed signatory Of the, (")wner fbe this P1 Mr State al ch't. Wets- '17he fbillowitic, uses will not be permitted on -tile PropelIy- 24 e ..I es; 24.2.1 (6 bs, loci tresl, ALI, 3. . 14.11 (1.3).Vire and reseue squad stati.wis; 4. 24.214. 1 0.4) 1,"Lineraf h.om.es 5. 24,2.1 (23) "Kantilli0tUrOd 110.me.: and trailer sata atid service- 6. 244-2.1 (24) Madular bUil.ding.,sal.es, 7. 24,2.1 (41) and 22.1.1 (b)(3) 1el' inblY LISC-i Ce.1110teri 8L. N-22. 1 (4 F) and 22.2. t: (b).(40 Clubs. lodges.; .1 .1 .1 L. .. . I 9, 24.2_1 (4:1) and 2221 (b)(6)*Fire and rescue squad stabons; 1.0. 242,". 1 (41) and 222, 1. (b)(7).Fun.eo-ul hofnes. Profl.'er 2. Sidewalk: kjwdc�strian walk.'Way the the eXjStjjjgL pobfic:sidewalk <tivaa(l S illole,'frail (Routh 29, q0q.jI?rjscd. of a qo1ie.re.(e:sidc.m1Ik with a striped crosswalk provided where the walkway S_ SL -ie priwe l.tt ' �j b- .11,11te t" ad into the Site. p n rance ro PROFFERS No Scale FRONT ELEVAMN 41 - < 111;.Y1 "-/ ---- ------ - ---------- - --------------- / ....I ............................. . ..................................... ... . ..... . OPEN INIRE ----�q 4 7 I .... ...... I OPFN V'JIRE d ........... ......... Mc d . ... ..... •...... STEEL 9A S E P LAHE WELDFOITOSTE-F-L 0 m .... . ... 0 ......... ..... � 0� 7" 1,12 - HOT DIPPED _4 .......... LEVEONO t-JUTE3 (a) REOURED FU . . ........ PION -STRUCTURAL < W > F.' NATURAI GAF3.ADE 7 : . 7 SEE LL DESIGN CRITERIA DETAIL ------------------------------ ---------- -------- FOR ADDITIONAL INFORMATION (aAl VANtZ.E0 ANCHOR, R PRO j - _ L'. . . : - 'POTS-1 20y' El IIEN r; -MBEON, 4', 4ECTION ABOVE ry se FOOTING 1 YP. AI_:AUH PfA.`U' % 4 12" O.C. EACH VVAY, TOP ')"M. N 3" CLR. .......... ............. ............... ................. .............................................................................. ................. .................................................................................. .......... DTE DOS CANOPY GROUND FOOTING FLAT BLACK FINISH - FIELD PAINTED ORDER POINT CANOPY OLYMPIA BIKE RACK — SKOLY No Scale No Scale DTE PEAKER POST - DID 14148 ........... . ... ........ P -T I -------------------------------------------- ................... ......... . ------------- ,D (Ij : j T. 6� 0.t LU > 74 -4 ----------------- - --------------------------------- .... P 11 _/ ------------------------------------------------------------------ /F 42 E L T U. 04 E STEE <: ........... t ......................... ...... CLEARANCE BARN EIGI-fT 'v',AY R�:OUIIRE ADJ:J'8TfAE-NT _;C0&1ODArEQURB D'f_'-N r6uNDA: - H I-; G H r. Mr ANU F A 0 TUR E R ut T 0 PROV;PE (2; aQ'CABLE rt NON - LENGTHS FOP, S; ICH STRUCTURAL �R' C I BASE COVER ADjUSTIAENTS �)-v ........ .............. ........................ zi --------------- - PAIN. 6'AVG. NATURAL t F V% I SH 0 R -D EN'GiNr EH� ;.�1_`RB AND GRADE MAY ............... FILL .X�s VA PER LOCATION j 5QUARF STEALT ROAD BED �,2 - TWO BANDS, OF 1" WIDEENG, GRADE SJLVER/MuE REFLECT.Ivr- TAPE. .... ........ ... ......... . .............. . ........ z ......................... 43 - WELDED STEEL RQ10VABLE CAP _77 W w/ POWVER-cokEb S-S FASTENERS 111) 314!' DIA. X 36 LONG GALVANIZE--D ANCHOR BOLI-S I F 0 Z F 'r , 16) 44 TIF3 6N A 10,1Y-I'PATTERN WITH (6) XI STIRROPS 0 TO.C. @ 48'O.C. @ FOP 24', THEN 11- O.C. THEREAFTER 3" MIN� CONC. COVER. DO NIOT WELD REBAR ------------------- RAL70,21 13LACK GRFY, 10�11b SIAEF.N, EXT RESPONSIBLE FOR FOUNDAI:CINS AND FOODNOS ON AL: MENU BOARD 1 ----------------------- ------------------------------- --------- ---------------- ---------- ------ AND DRIVE THRU ELEMENTS. SiGNAGE VENDOR TO SUPPLY AND INSTALL MENU BOARDS ONLY. ------------------------------------------- ----------------------------------------------------- I ----------- - --------------------- "FIE NGRj ER S -SPECIFK:FQOTIN(iE�IGINEEEIIN('�13EOUIFIEDEiYLICEtJSPDE F ------------------------------------------------------ ..................... ............................. : .......................... DTE CLEARANCE BAR GROUND FOOTING NON -ILLUMINATED BOLLARD --------- - ----- - ------ ----- I ----------- ............ ------- ------------------- ------------ ------------ srr I 10 VAY FLAT BLACK FINISH FIELD PAINTED 1,7 . ........ . NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. CLEARANCE BAR BOLLARD DETAILS No Scale No Scale Prof-1'6'r 3,Y. Archit.cotural Dp�igyn. Any neAv 4 lid xistawt u lings: oo -ed on. the. prop��rty must bQ ed SLIC-11. that t1w-wall Y4611- Rmltv w)tiri Primary biilding facade, ftwinto g,'.Rou.t<� �29 must ulcorpoe0o- transjl� tollit W.i.ftdows and.doors at:a. ill tntinum.,aad jilay almincor o.r,ate pflaaters P reces5cd-or projecting bays: Or ShIlIkIr arc ittedl,lral a singto, undift'erentiated. P.1 �l 11e, ' Profl.'e-,r 4,. Manz-U_red. Slotws - `Fhe-:managed sl.bpes <,md'� x1sting lanck0ape bul fier w.1,11 nof be d's I -adino and r �tillilllg luirl,�ed v"'11hinflio 20 ft, larking sotW ck.:feom tt pei-ty1iiie.Wid all gi 'i lerear pro. Wafl 0on-�4ruC't'jon..-VVjt1 adhere to 1110 Unders' the pr000rtyi 'I hose -pro ffexs shall 1 t with the lan.ed-certifies that -:it is theonly.owner.-Of I di' gy q- on the'0: 4 Ow s 's -essors st, Pr rt. Lid, h.611 be bin In P.1 ler a net Lice 8.in 'OPIL. a. . W., n -i inter&,.. 0 WN 1� R- Co[I-Inle * J'R t' I LLL .:,A N, BCXTy .... ................. . ......... --------- .. IN SIDE ELEVATION -f FfXTUP 'POLE. LIGH E MOUNT TO TOP OF ENCLOSURE WALL WITH MASONRY _RL - ---- - ----------- FASTENF BRIGK VENEER ON CMU BLOC WALL — CONTINUOUS CONCRETE FOOTING CENTERED ON WALL 5FE STPL)CTURAL) ? vmkm'. 121.101,12-1 NOTE: SCREEN WOOD FO MATCH BUILDING'S EXTERIOR DECORATIVE WOOD FEATURE BY AMERICAN ARCHITECTURAL MILLWORK. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. REAR SCREENING DETAIL No Scale . ........ . .. ----- - - — PROVIDE LOCKABLE. FREEZE BIBB AS REQUIRED PROOF HO BY JUPISDICTION 2' 10' QONTINUOU5 CONCRETE ------- - - - - - -- ---------------- FOOTING (.ENTERED ON WALL .............. •........ ... ........ ... -- --- - ------ --- --- --- --- --- ---- -- ... ... ... . .. ... ... ... ... ... . j (S I- E STRUc'rURAL) I FJ' $11. BOLLARD; _P1 SEE DETAIL WTRE-3 (rYP.) ---- - ------- - - ..... ..... -Z I— ---- -- - - - - ........ .................. ...... �17 - — — --- — — — — — — — — — — — — — — — — — 1r3ATESVVL`4G MIN. 115', F -1 -------- 6" STL. POST. I MAX. 120' FASTEN TO FOOTING I BELOW (T(P,) .................. I ... . ..... ... I I E 6'(150rom) THICK CONCRETE SLAB cr 14FLOOR SLOPE LJ I : . ... ... ... ... .......... .. ... ... ... ........ 1 z F I ......... ................................................................ ---------- ------r: TRr_NCH DRAIN; I PROVIDE TRAFFIC RXIED QAI.VANV.ED DRAIN AS REQUIRED BY JURISDICTION ATEACH GATED OPENING (TYP.) I 4 0 7) C? HIGH WHEEL STOP ON 3 510E�; ...... ... I - - -- Ar" - - - - - - - - - - --- - x ..................... ......................... ............... ........ N P x uY /* ... . ... ....... . ........ ... . ....... . ............ ...... ........ i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j FLOOR PLAN ...... . .. ....... . . .......... .................................................................................... ..................................................................... . ..... . ............................................................................................................. . ... 1,47, TRASH ENCLOSURE DETAIL No Scale fl NOOD WITH CLEAR 3TAIN CUT INTO TXT' 1220mmX100rnrn) ' OARDS CENTERED 3ETWEEN G" (1 50mm) 30ARDS 2" SQUARE BATTENS "(25MM) GAP, TYPICAL I"X4" (I 20mmX1 20mm) TUBE STEEL POST WITH OP CLOSED, -TYPICAL CONCRETE FOO rING (460mul) \-q N OPTiO.NAI- SEAM --------- DTE - WAYFINDING GRAPHIC ARROW - SINGLE OPTIONAL ............ SEAM ---- DTE - - WAYFINDING GRAPHIC ARROW - DOUBLE 2'- 3" 1,685rymi) 2' - T' (38Srntn) __/ ----------------------- � 11 ---------------------- NCJ 01 .;�r --------------------------------------------------------- ------- /_ DTE - WAYFINDING GRAPHIC ARROW - EXIT NOTE, ALL WAYFINDING GRAPHICS TO BE PAINTED WAYFINDING GRAPHIC DETAILS No Scale TRASH ENCLOSURE FRONT ELEV. - ENCLOSURE - --__ - - _ - - ----- - ----------- - ----- ........ -- ------- TRASH ENCLOSURE REAR ELEV. ............. _ ......... ..... ENCLOSURE.. ......... ........ ORR QATED METAL DOORS; FINISH TO ?vWrCH BUILDING --TRASH ENCLOSURE LEFT ELEV. ....... _ ... __ --- - ------- - ---- - --- TRASH ENCLOSURE RIGHT ELEV. A4I— - — — ----------- ENCLOSURE. --------- . ..... '._ ............ ......... ...... BRICK ROWLOCK, CAP - FULL WIDTH OF WALL GALVANIZED Wf 1% SLOPE TO LOCKAfJLE OUTSIDE SLIDE _UOLT BRICK VENEER BLOCK WALL BOLEARD: PAjtjT TO tAATO BRICK WALL BOLLARD: (2) HEAVY DUTY PAJINTTO CANE BOLTS MATCH BRICK WALL It =I= m _ = -_ == = =-.- = - =_.' - = �_ = = - = = = = �_ = = -_ - I— _ =. = __ �_ 1- 1- �._. = = :-.- 1- 1- -1 - ff PAVING OR -f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :--j :t CONCRETE n SLAB ... ... ....... .. ... ... ... ... .. ... ... ... ... ... ... ... ... . JI ...... ... ... ... ... ... ...... ... ... ... ... ... ... ...... ... ... ... ... ... ...... ... ... ... ... ... .......... ... . . ... ... ... .... ... ... ... ... L....... 1_3 ENCLOSURE 0 w FOOTING: SEF STRUQ7VRAL FOR SIZE AND REINFORCING SOLLARD FOOTINGS $E E I I I-q BOLLARD FOOTING; STRUCTURAL. SEE STRUCTURAL. FRONT ELEVATION .. .................................................................................................................................................................... .. ............................................ .................. '' ....... ........................................................... 'RICK ROWI.00K GAP - FULI WIDTH OF WALL 1X4 SLOPE TO OUTSIDE BRICK VEI ON CMU BLOCK Wi T — -j— r- -1 L ENCLOSURE FOUHN(1 SEE I SIRUCTOPAL .. ... ... .. FOR SIZEAND REINFORON(3 —PH BACK ELEVATION ------------------------------------------------------------ ------- ---------------------- - --------------- ----------- - - - - - - -- - ------------ - -------------------- --------- - --------------------- - --------- t f I C, IL41 FOUNDATION; SEE STRUCTURALut I _J___j' _ _1 .__ _ ... ... ....... _ _ I— ... 0� FOR SIZE AND IF, I RFINFORCING, S4� U_ Z) I BOLLARD it--_4 - - - --- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOOTING I I 8EYOND:SEE I I al'RUCTURAL.--m-A I SIDE ELEVATION "A" ... ............................................................................................................................................................................................ . .................................................................. BRICK ROWLOCK 0,AP - FULL WIDTH OF 'W"VIALL W1 1% SLOPE TO OUTSIDE VENEER ON CNI j BLOCK WALL BOLLARD; T PAIN TO MATCH BRICK ytALL 1,- - - - - - --- - - - - - - - - - - - - - - -----------..----WI- ------- - ---- ENCLOSURE I II FQQTI1 Nc 5; SEE I :j STRUCTURAL FOR - -------------------- - --- --- --- ............ .. --- --- -_ ... .... -- --- --- _ --- ---------- --- --- --- --- -_----_ --- -_ _ -- --- ------ --- --- ---I__. _..........:I SIZE AND .0Z REINFOPCINf3 BOLLARD FOOTING: SFE STRUCTURAL. SIDE ELEVATION "B' A--- - - - ------------------------------------- — - - -- - ---- - ---------------------------------- - ----- - - - -- - - ------- \711, 112„ Vjj' lO�zi .�n� F woo t_0 0 4X� *AMIN. JAKOTA r. 5 CF LiX No. 0402048507 x 9128121 p 12 iixx ILI 0 O cr-, uh LLJ _Z�: LU z C`I_ V) CQ > U-i oil CQ O Q Q �ti CL CC, o CQ L� < 0 CN (ZD 0 CN 0Uj CN Q ti ca DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE NIA JOB NO. 47165 SHEET NO. 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N N N (N N w Q) Q) Q) QD QD I— CN I-, N CN �_'� (N (N l___l < ,,I- �� (::) �� 00 Q . . . CN N '_� ,,I- I '_� �'o I '_� co I �__� 00 I 1_1� m DATE 312212021 1 - DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE I CHECKED BY C. KOTARSKI SCALE 1 11=10 I uj z < I I 0 2! U) 1_� z 2: < o LIJ > - � � (f) �_ E �_l 77 5 Z 0 0 T--i u rn U-1 (.) i N 0<� (D Nz Z uj ED - _j �- I < U) x V) ui v u D co 0� < �_ V) JOB NO. 47165 SHEET NO C2. 0 - 0 c: Z3 a Q; _�: w 2 0 c Q) > 0 (n m c Z ; a) (n 0 0- 2 D Q_ >1 c: m L_ 2 a 0) U) D (D a - 0 t__ = w c (n u c m = (u 0- c 0 2 0 = �: c -0 0- Q) D 0 ::3 0 -0 Q� 2 b 0- 2 z w 0 .0 - - .--; 0 ��E c >' �- M 4-- E -0 -0 r - C Q) w (n c a- 0 D 0 C) c 6� Q) :::� �2) -E V) �: Z V) U) 0 a) �3 L_ - 0- 2�i x a) F__ (D L_ _c: 0 - ;�' - t� :3 W 0 0- -C 0 :t� � �: 0- m a) c: . .> 12 U) (u 2 - 0 V) >< c: w 0 .- - w u A-Z Z3 &_ a) (n L_ M r_ 0 �2 0 C " W 0 E -a D C 0 M 0 6 _0 -0 . E_ a) 0 - -0 . = -0 0 0 c- U) 0 U) - m - u -0 :3 c -�= M W c w 0 c u cu -a 0 a) _0 cn Q) a) .- - E F_ - M E 0 0 rn � N vi N � a0 >E w E —� H Lu H Q J U. 0� a J U co w — Sri o U LU N cn x 0 o a Z3 U-) _ C N =v >� a� 0 0) N M oo J � H O � W O ry U CL. w W O Q Z m � H L1JLij Q m O q Q U � Z wWw�l �omC) �z N N N N N W o 0 0 0 0 N N N N N <t o�� O ^+ ^+ -1 N N � 'AD co co 0) DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W D z .N QU C J L ° L. i J° Q o L Q z L 0 Quo W > —i N cu cu z z0- O u _ o W Q r\j w 0o 73 o0 L Q LLI 0 z Q O o F- c ca 4- � o c w ° u0- o O::D � O z � M Oc W �x �; x 0 � o o 0 a� ° ° c Q 0) X O O U U ° t/1 U � L E U � O -0c: U 0 U JOB NO. o N •— � U 47165 m U) _ U SHEET NO. Q o C2.1 Q N LO N C) N 00 N C O O O d Z Q J n U) W_ I- J F— I— O Q J C� V' U U a� a� 'U) V 0 N� U C 4 L cu U) L6 r d' M C3' m . ...... . ... --- - -------- .......... . ... ................ ................ > ................. x ------------- - --- .... ...... x ............... ............. 11 ......... ...... . ... ........ . .. cX`3 111510, PG ,C)I33'i/h!'P), PG 447 ......... ......... . ......... ......... .. ......... ......... ......... ........ it sl fia it ... ......... ......... . . . ..... . ......... ...... ......... . ......... ........ All, . . . ......... ......... ........ ......... ......... ........ ...... . . ...... 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Ep ltll'7 74, ........ ....... ... ...... .......... .. ........ ............................... .......... .......... ........... ............ ...... ........ ............ .......... - ............... �y ...... - — --------- - - ---- NOTE: THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE THE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE EASEMENT PLAT SUB202100140 HAS BEEN APPROVED BY THE COUNTY. .... ............ ...... ......... ...... . ... ........ . .. cX`3 111510, PG ,C)I33'i/h!'P), PG 447 ......... ......... . ......... ......... .. ......... ......... ......... ........ it sl fia it ... ......... ......... . . . ..... . ......... ...... ......... . ......... ........ All, . . . ......... ......... ........ ......... ......... ........ ...... . . ...... 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Ep ltll'7 74, ........ ....... ... ...... .......... .. ........ ............................... .......... .......... ........... ............ ...... ........ ............ .......... - ............... �y ...... - — --------- - - ---- NOTE: THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE THE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE EASEMENT PLAT SUB202100140 HAS BEEN APPROVED BY THE COUNTY. .... ............ ...... . ............ ....... ............. ........... .......... ...... ....... ......... ....... ....... .... .......... ....... ....... . . ..... ............ ...... ............. ......................... 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I. ..... ... ... ........ ....... ............ ..... . ............ �5 .......... ......... .......... ......... ....... . ..... . ......... ........... ......... ........ ........ ......... ......... .......... ......... ......... ......... ---- — ------------------- ......... ......... ......... ...... ......... ......... . ......... -------- ......... ......... ......... ......... .... ......... .................. ......... ......... .... . .......... . ...... ......... .......... ......... ......... ........ c� to-L1 "�� SCALE 1"=10' 0 10, 20' 17 ux U Cp,.&{G--Vi, J. jr,,'0'.FARSKf Lic, No. 04020-48'--ol i " li� 1�1- I 9128121 .:;� eWl u LLJ to (f) CQ V) CQ CQ cc' c� (J-) L :::3,- C.Q wnU-1 LLJ 13-1 cl- CL. cr" (N N N N Q:) 0 Q) 0 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 " = 10 uj .j O O Lu O 0- .. O 2- ��- O Cfl O 00 (fl m N d „ N + Lo E- f �, F<,0 'ON�� OZ O{-- Z Ve 430 430 PROPOSED ;GRADE EXISTING GRADE 425- - --- .............. ; 425 420 I i 1 S W M A 420 66" CMP I INV = 418.0 E 415 f li 103 415 12.54'OF 15" HDPE 101 @ 3.19% 20.29' OF 15" HDPE 410 @ 1.97% 410 405 I s 405 9+50 10+00 11+00 11+50 STORM: 100-SWM A PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 11 +30.63 TOP 428.16 INV IN 420.51 (3-7) INV IN 420.51 (3-4) INV OUT 420.51 (2-3) STA 10+77.44 / 7\ TOP 427.93 INV IN 419.45 (2-3) INV OUT 419.45 (EX1-2) 112: 12" Basin - Circular Grate- STA 10+61.25 TOP 427.99 INV IN 422.37 (113) INV OUT 422.27 (111) 110: MH-1 STA 10+52.36 TOP 427.91 INV IN 422.09 (111) INV IN 422.55 (121) INV OUT 421.82 (109) 108: DI-213 6 ft Throat STA 10+ 13.48 TOP 427.05 INV IN 421.04 (109) INV OUT 420.94 (107) 435 -114: 12" Basin - Solid Cover STA 10+82.76 TOP 428.54 INV IN 422.90 (115) INV OUT 422.80 (113) 116: 12" Basin - Circular Grate STA 10+98.50 TOP 427.83 INV IN 423.31 (117) INV OUT 423.21 (115) 118: DI-2A STA 11 +07.34 TOP 428.33 INV IN 423.59 (119) INV OUT 423.49 (117) 120: 30" Basin - Circular Grate STA 11 +44.00 TOP 429.35 INV OUT 424.33 (119) EXISTING GRADE PROPOSED 430 GRADE " 430 1" WATERLINE I 3.0' 425 l E€ 425 F 1.5' s �119 36.65' OF 117 12" HDPE 420 �aaL�L1�/1.8. 8.84' OF @ 2.04% 420 � 66" C M P 12 " HDPE INV = 418.0 @ 2.00% s 115 15.74' OF ' 12" HDPE 415 2.00% 415 10 :SAN. PIPE GT-5 12.75' O 12" HDPE `SAN. PIPE 3-7 @ 1.8804 113 s 21.52' OF 410 £ 109 .......1.2"-HDPE 410 38.88' OF @ 2.0d% 12" HDPE 111 I € @2.01% I 8.89'OF s 12" HDPE @ 2.00% 405 405 9+50 10+00 - 11+00 12+00 STORM: SWM A-120 PROFILE STA 11 +34.35 TOP 428.25 INV IN 420.58 (4-GT) INV OUT 420.58 (3-4) STA 11 +58.06 TOP 428.35 INV IN 420.97 (5-6) INV OUT 420.97 (GT-5) 6 STA 11 +81.79 TOP 428.27 INV IN 422.70 (6-BLDG) INV OUT 422.70 (5-6) 435 r EXISTING RADE PROPOSED 430 430 >AIATFRI PROPOSED BUILDING 425 STORM 425 PI E 113 F STO M PIPE 121 1.0' MIN. 420 420 6-BLDG 4.00' OF s 2-3 3-4 8" PVC ^- 53.20' OF 3.72' OF GT-5 @ 7.50% 8" PVC 8" PVC 8.09' OF 415 i @ 2.00% @ 2.00% 8" PVC 5-6 415 EX1-2 @ 2.00% 23.73' OF 77.44' OF 8 PVC 4-GT GREASE TRAP @ 7.29% 8" PVC 11.70' OF GB-75 WITH @ 2.00% 8" PVC RISER PIPE 410 @ 2.00% 410 9+50 10+00 11+00 12+00 12+50 SANITARY SEWER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA. 10+9.51 1" WATER METER STA. 10+14.40 STA. 10+5.32 90" BEND 1" CORP STOP 44n N W L O U L N r r r r m LO O Lo OR co C) N N C) N N 0 O {- �C:)d Z Z r-Lo O �d O oF-0 > > NI-Oz P(n I- U) I- Z 435 435 EXISTING PROPOS ED GRADE GRADE 430 430 425 III II I 425 420 `121 420 64.70' OF 12" HDPE @ 1.99% SAN ITARY; PIPE 2-3 415 415 410 I I 410 10+00 11+00 9+50STORM: 108 - 116 PROFILE- STA. STA. 11 +00.29 450 BEND STA. 11 +34.00 450 BEND HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 CCA fla EXISTING, 435 GRADE ; 435 hM '° PROPOSED IGRADE PROPOSED �o BUILDING 430 430 3.5' MIN. 425 425 LOCATE AND CONNECT TO 1.5' EXIST. 6" 1" TYP K COPPER WATERLINE WATE <LINE 420 STORM 420 PIPE 109 SANITARY, PIPE 2-3 415 415 9+50 10+00 11+00 12+00 WATER LINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 5 0 50 PROFILE SCALE ,�,a' N, 9128121 = �k 0"'." AL a M E CD � o N V Vi c Q 0 > E LLJ E Q tj o ALL- L� Ld O < J U CO w J -Ln j"4CD Ql a O N Ur w N 3:p �x o Q Z3 d. =v >� a� C rn NN � M a, d- Go -j �� W O �t a 00 C2 � IQ c) W w () O Q) Q V Q J Q ti LUcr, Q m O ~ � W U � � ~ WM CQ CQ j W W L N N N N N W o 0 0 0 0 N N N N N Q DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE AS SHOWN W z Q J JOB NO. 47165 SHEET NO. C 7.0 0 0 0� �o o(D a)U) L Qo 0 _ 0 -0 = =0 _ 2 0 � U �n z N D a � Q x 0 _0 o N 0 0-:�; 0 Q 0, �0 U � x U 0 U U y... L i 0 � L Q% 0 E U � 0 U 0 0 �0 (n 0 Q o 0 -0 INTERIOR PARKING LOT LANDSCAPED AREA PARKING LOT LANDSCAPED AREA EXISTING TREE CANOPY AREA TO REMAIN -r A !- r /^ E) ALI Mv_1.ulmlr_l PLATANUS X ACERIFOLIA TILIA CORDATA'GREENSPIRE' ACER RUBRUM "ARMSTRONG" MAGNOLIA VIRGINIANA CORNUS STOLONIFERA `FARROW' ........ .... .... .............�. .... .... ................. .... .... ....5:'.: r "Al . ......... F� fJ 2$4 / i SF I I ,r ............... I .................. ....... .. ......... . ....... ,' 1 J, 1 / f 1 0 0 0 -r-� NVS-w- (19) PAN VI ��0710701,;1(1`1-J,`71701 (D (23) FOT GAR J 5�1f� (3) ULM PAR M E JAIL' (27) I LE CRE �--- (31) I LE W I N NOTE: A SUPPLEMENTAL LANDSCAPE PLAN MAY BE REQUIRED PER STARBUCKS GUIDELINES. I ... A A / t €r v� �t /f- 's 3 i z 1 ,,5 '1 .......................... ........................... ECHNACEA PURPUREA ss•I ...................... •ist1t'�:Fj TE�R��i.���.i..O�"�:���:!•i.i.i.��•�:'�.�.�R��:��'�.�I��.i.�/..�. :��'':'::is�iii�:ii•:�����!�.'•Y:ii�:'��:S!:}iiiiiiiiiiiiiiJ:iii�:iiii::: %w s i n v y ` f ! f r� i • ......... .............. O:til:!wZ:H:iW,:N:kl�:R:�W:•i,'�sy:::%:::::�:':y:::::ir::?:::5 . I SS r -.A f t' S S . ANCHOR 5 't l 1 t I y I r- DIAMOND MO D P RO FOTHERGILLA GARDE II SEGMENTAL B BLOCK - t s f COLOR: JAMES RIVER I% 1 ;y i C4 5• i% l 3 i rf :r Y Y r lr it V HYDRANGEA U OL s ERCIF IA / Q I I I r i; I 'sl �r t t i V ILEX CRENATA - HOOGENDORN .I I '' ( (1) PLA ACE • ILEX GLABRA ......:::..:...:: ........::..:.. :... ":........ " / ;; „ ..1 '�, ` .......... r� / rJ I a 3 i U) ILEX VERTICILLATA �' ................... I i ow �_.•'\t . ............ . ..... (18) COR STO �t �J ITEA VIRGIN ICA SPRICH , �.> , •i.•; ..„ ..�............................ -- - .............,................. o0000000 0 o0 ooc000c000000 c00000000000 • u • ' f $: PANICUM VIRGATUM `SHENANDOAH' ; "�"'� `� ; � f � , .............. ,.::...... ...... ....... ...... ... .....,..:........ 1 0 00000 ;,< .. ,., .......... ......... ":,:",",. ......... .... .", , , ..... ..........:. - - ------------------------ - - ------------------ ,,, f ..,r ,:.:...i ".f.` s< .%:.... Nds------------------------ ---- ---------- ----- ---- ------------------ --- ----------------- ------------------ --__ _____-- --- ......... ,., o.l ............... . /'J ..r .....,,,,..,,..,...,...:..:... ` J` / N f•: , ,,,,,,,,"..:...:............... : iY J-.. i . ' $ — _ _ — 000 r• --------------- (3) MAG SWE18 ILE CRE""'lll.'/ :.,r__________ ____ _ r.,.;..:'.:,:...ffs (4) T I L C O R 1 i./•'''6 fi , :}� ::: Ff i i J` ,.1.'-:i ,.3 f-:r. J<;,i �i/'; —� ....... .... ... I ?% 3 f f !f t �/ r i s 1 f'J ` oouonou00000 � — 0 0 0 0 o a o00000000000 J r-, ...om /. , J. ...... ....... .... .... ,!. ...Jf : f ; ;/,,,, `t'if,-F ?Jr f f., Jt s .,r /,. 4 J , r.,::.. s j .ir d y •f.f Y:'%... ,;.�,... J-;/,.: r „f J l n • '�'.N',f'f } i ; .S.11i•. .... .,. n O ff s f 5 5..................... ..................... .. ..y /:. y.; . Yll�............ .....- .. S, / r %'8 f i :,%$? :,.:;J/ •i >} "t`,;7 ;'.t... r ........... r , ff............ .. , t ;r, 5 , .... ........... ... .. ..>... :5r,r . i f )........... ...-.%:f -....,...... .,. :'�. .......... .... f ........ < ,. : , i• 'r .... . ...... •. • J' t } i ................ .., ...... ..-. .. f f -- S y , 5 .. .................... r 5 , f ; c 'v : .... < f .: r ............ ............ , f ' ! i s / f 7 l< /,.} ,.,.r f f /fis! SCALE 1 =10 s ...................... .... �,... ".n...................,.::::......... .:........',»....... • ..,,,,..".......,,,"" Jf..., r r i ? s(r •. 5 fi .. .:...........: 20' f f 0 10, I ;' 1 s /- (s O 9128121 m s= 0 0 � V N � N � Q O E Q W V a °Lc7 � J v 00 z w W N —ui O rj srq O C 7 u.r r U (� ~ -�Q 6� Lu Q cn= , z Op Q� O Oto �Q �v>`�, Q � w j Q a � cl� ~ � Lu F- C) Q W F— w cn Q�mmW o �w`�w w n o°�� F- N N N N N j W IW_ 0 N 0 N 0 N 0 N 0 (N \ \ ti \ \ \ U Q '0-0- N 'c'-o- N rn z O DATE cj H 312212021 O DRAWN BY A. FONTAINE } • DESIGNED BY . A. FONTAINE Aft CHECKED BY C. KOTARSKI . SCALE . 1 "=10` W z Q J w O z Q W' a J �w � o W � a /�� N � U) N W o m J z i u 00 Q Lr) JOB NO. 47165 SHEET NO. L1.0 0 _ Z) Q Q) > D U c 0 0 0 _ n 73 n co O N N O N co N 0) C 0 0 a-0 -a z Q a_ w n Q U U) 0 z 0 0 U a� 0 U) C� rn NI 0 L (6 U) L6 co 0 GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (klandbook, pp 11I-284-11.1-297 for complete specifications) l . The following items shall be shown on the plan: Q Trees to be saved; Limits of clearing (outside driptine of trees to be saved); Location and type of protective fencing; © Grade changes requiring tree wells or walls; IJ Proposed trenching or tunneling beyond the limits of clearing. 2. Nlarkinas• © 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: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and StoraLje: © 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: © Such devices shall not adversely affect trees to be saved. 6. hires: Q Fires are not permitted within t00 feet of the dripline of trees to be saved. 7. Toxic Materials: © Toxic materials shall not be stored within 100 feet of the driptine of trees to be saved. 8. Protective Fencing: © Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. © Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 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: 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 ,funneling,: El When trenching is required within the limits of clearing, it shall be done as faraway 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: Protective fencing shall be the last items removed during the final cleanup. 13. DamaMed Trees: © Damaged trees shalt be treated inunediately 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 REQ UIREMENTS. Goradia".. Digitally signed by Dhanvant Goradia cdvant Goradia, o, DhanVan{ ail=hanvant.goradia@yde-inc.net, c=US Date: 2021.05.26 15:21:13-04'00' OWNER SIGNATURE (DATE) CONTRACT PURCIASER SIGNATURE (DATE} 5/1/06 Page 1 of 1 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT IV 3 2x2 HARDWOO 2'-6" MIN (BELOW STAKE SHALL BE MIN. 18" OUT FRl AND OUTSIDE OF SET ROOTBALL FLUSH TO � 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE OI` PLAN' SCARIFY SIDES BEFORE PLACE ROC U N EXCAVATED OR TAI vi�rvr� r �i� MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 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 vrnrvrL_ i LI \ 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 % OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE, OF PIT SHRUB PLANTING NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 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 :W ROOT BALL 12 GAUGE GALVANIZED WIRE �- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE INDIVIDUAL CANOPY CANOPY PER SPECIES MAG SW E 3 MAGNOLIA VIRGINIANA SWEET BAY 1.5" CAL. 113 339 PLA ACE 1 PLATANUS X ACERIFOLIA LONDON PLANE TREE 3.5" CAL. 479 479 ACE RUB 4 ACER RUBRUM "ARMSTRONG" "ARMSTRONG" RED MAPLE 2.5" CAL. (EC) 53 212 TILCOR 4 TILIA CORDATA'GREENSPIRE' LITTLE LEAF LINDEN 3.5" CAL. (EC) 329 1316 ULM PAR 3 ULMUS PARVIFOLIA LACEBARK ELM 1.5" CAL. 366 1098 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE COR STO 18 CORNUS SERI CEA 'KELSEY[' RED TWIG DOGWOOD 18" HT./SPRD. ECH PUR 32 ECHINACEA PURPUREA PURPLE CON EFLOWER CONTAINER FOT GAR 23 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. HYD QUE 8 HYDRANGEA QUERCIFOLIA SIKES DWARF 24" HT./SPRD. ILE CRE 45 ILEX CRENATA - HOOGENDORN HOOGENDORN HOLLY 24" HT./SPRD. ILE GLA 26 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. ILE WIN 31 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. 41 1271 ITE VIR 51 ITEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 24" HT./SPRD. PAN VIR 19 PANICUM VIRGATUM'SHENANDOAH' ISHENANDOAH SWITCHGRASS 24" HT./SPRD. TOTALI 4715 STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 174.1 LF 1 LG TREE PER 50 LF 174.0 / 50 = 3.48 3 LG TREES 4 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 4,003 SF 4,003 x .05 = 200.15 SF 200 SF 284 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 L.G. OR 1 MED. SHADE TREE PER 10 PARKING 12 PARKING SPACES 12/10 = 1.2 2 LG. OR MED. SHADE TREES 2 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.7 AC 0.7 AC x .1 EXISTING TREES: 7,265 SF X 1.25 BONUS (GROSS SITE AREA) 10% COVER = 0.07 AC 3,049 SF PROPOSED TREES: 3,444 SF = 3,049.2 SF TOTAL = 12,525 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. HEIGHT VARIES WITH PL 12" MIN. PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE 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 �L IOZ.l•'LaZ\ fi .; VA �� N U C J. a0'`.f lei if Lic,. No, 0402048507 M � 9128121 o��: m E 0 0 N V cV C > E w °} E � V v � 6 U. 0 LdOLU �t-, < U 00 a- -� - Sri ao 'r741 CD Uj cV 3�:O�„Q � 12 6 U_ o a 0 d. Lr)_ ;N =van �- a rn o ry � M n- d- CO J Ui 0 _ s 1- 0 w w H U z 0 M > 0 O Ll 17M W O J_ - a O v ~ a c Q_ 0 oa V a� Q w Z) Q m C� z Q a CQ j W j W W W tj N N N N N w o 0 0 0 0 N N N N N Q O DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w z Q w O z H (n J � W z � rl ° W Uj N � U N W U)m o J a Z J U m oC Q JOB NO. 47165 SHEET NO. L2.0 -0 a. 0� Do 70C� 0 �U) L z �o O 2� 0 � 0 C0 R3 N Q_ O D U o= c� z� o� :�i Q x �(D 0 0 C 0 0 Q:�; o '�L 0-0) W C U � axi 0 O U .. -. L ON C �8 � L 00 E0 U t[i O � U � o � 0 U) Mt -0D Cn 0 C U (u O L- NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL rLJTOFF 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. �1 Catalog fA L,1nvz7jv1A Llawrlylva Number Notes FEATURES & SPECIFICATIONS INTENDED USE - The 4" Wafei-Thin LED recessed downfight with remote driver box combines high Type qualitylightoutput and effidencywhi I ee I finina tin g the pot I illIthousing for competitive affordability. I h Is innovative wafer -slim Type K design allows easy installation for new construction or remodel from below the ceiling: without the requirement of a pot light housing. The LED module maintains at least 7O5'o light Wafer LED Recessed Downlight output for -36,000 hours. These LED Wafer downfights are intended for closets, attics, hallways, bathrooms, kit(helI5, basements, soffits, entry ways, porches, garages, stair wells, corridor s, nursingirethem ent ho ines, condos, ele!vaturs, apartments, and any othef small areas. WR CONSTRUCTION ---IC rated driver and fixture -approved for direct contact with insulation. Aluminum die cast outer frame. Durable, powder coat paint to prevent rust. Round fixture with integral edq�-fit LEDs. Plenum rated cable connector to connect from module to remote driver box. Isolated driver into inside steel remote box with four'1/8" knockouts with slats for PrYOUt. Suitable far pulling wires with the 4" LED Module ]-)cubic-inch wiring compartment toaccommodate upto(8) 14(laugeiiisulatedcondutiots,oi(6) 12gauge insulated conductors; making the Wafer LED Downlights much easier to wile in tin/tout (plus ground) ICINO11-IC daisy -chain applications and contractor friendly. New Construction/Remodel PATENT PENDING. I . ." <1 H HOMM W' ... 1: INSTALLATION - Ideal for shallow ceiling plenum; no housing required. Steel spring clip for easy LOCATION vi rM installation. 4" cut out template is provided to ensure a correct sized hole is cut into ceiling for proper installatio n of the Will. Size of hole should not exceed 4 1/4 inches for this product. Suitable f of installation in t-grid and drop ceiling applications. 3" plenum space required for installation of the remote driver box. ............. OPTICS Wafer -Thin downlight edge -lit LED technology uses light guided plate to distribute light. .. ....... .......... ..... .. Polycaftionate lens provides even illumination throughout the space. Utilizes 2700K, 3000K, 3500K, 4000K, and 5000K color temperature LEDs. CY-1 y- "r, ... .................................. . ........................... ........... ... ................................. ELECTRICAL Connect directly to 120V power supply via provided UL rurignized driver. High efficient Ir 'y*yf",�-, driver with power factor > 0.9. Ambient opera ring tempera lure: -40'F (-40'0 to +104'F (+40,C). Dilliming down to 10% (See page 2 for f ecom inended dimmei5). Sta ridard mp ut wat tage is 9.6W, 70 lu ineris per war t. Replaces SOW incandescent. ...... . . . . . . . . . . LISTINGS -(SAcertified to US and Canadian 5aletystandards. ENERGY STAR' certified. Wet location. Air .......... X ........ . . . ................. 119 h t certified in accordance with ASTM E233.2004. NUM Certified. WARRANTY - 5-year limited warranty. Complete warranty ter ins located at: and coodil;ulns.asoy Matte black Brushed nickel Oil -rubbed bronze Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 'C. Specifications subject to change without notice. Specifications V Aperture: 3.2(3.1) ---------- f Ceiling opening: 4.2(10.7) Overlap trim: 4.7(12.0) ------------------- ---------------- ------------ ................. Height: 14 1: All dition5lunsare inches (centbnecets) unless othereise indicated. For shortest lead times, (unfigure product using standard options (shown in bold), Example: WF4 LED 30K MW WF4 LED ........... 11 ....... . . . .... ............ - ........ ........................................ 4 x . . ... ....... ............... ......... ...... X. X. 1. .... . . III.: -:.` . .......... X 111.1-11.1 .................. . . ..... WF4 4" wafer-thin LED downright LED LED 27K' 2700MOCRI/10.6V116601- mw ., M"NM ..... ................................. 35K' 3500MOCR1710 MY7401. BN Brushed nickel 40K 400000(111/10W(7651. ORB Oil -rubbed bronze 5OK' 500008OCRI/ 10.4W/780L Notes lut-ilsystem delivered lumens. Only stocked itMatte White n. . .. ....... . . ....... for other colur finhhes. Remodelloistaar Extension Cable ------ - -- ----- WF4 4" LED Wafer Module PHOTOMETRI(S Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance Data at 30" Above Floor for a Single Luminaire WF4 LED 27K, 2700 K LEDs, input watts: 10.5, delivered lumens: 708, LM/W=67.4, test no. ISF 30027P2 Pf 20% PC BW.6 7U0116 50o.6 Ave lumen; Zane Lumens % Uirrip P, 50-11.130,11.101. 50% 3016101% 5V/"c)% 10% 6()14 beam I U-1. be�im, 0 259 30, 198.1 27.9 0 19 119 119 116 tic Ila lit III III - 5 ��!5U 15248 24 70 0`-40' 321.0 15.3 W60558.3 78.8 1 2 04 100 96 90 84 76 a IG2 2 94 89 a2 77 97 94 91 a5 60 75 62.61 1 G8.2' Inital FC 25 226 35 197 1U4 123 0'- 90' 703.6 10.0 Vol- 120, 0.1 0.0 3 :I. 79 71 65 70 62 55 78 7064 69 at 55 75 Ca 03 Up? 59 54 Mounting Holqht = Diainoter FC Diameter Fl- 6W 45 163 126 so - 13o. 0.1 0.0 5 C!j 54 47 62 5U 47 60 52 47 8.0 8.0 6.7 4.3 15.2 o 55 125 112 ijo:- 501 0A 0.0 6 67 48 41 56 47 41 54 46 41 10.0 4. G 9.1 2.3 20.7 0.5 65 ac 05 901_ IN, 0.1 0.0 7 �W 51 3-1 51 42 3649 42 36 112.0 2.9 11.6 IA 262 0.3 75 4a 50 01- 1 aa, 706.7 *100.0 8 47 38 33 46 Uit 33 45 38 32 ,0 31.8 0.2 14.0 2.0 1.1 , Ci I.0 85 13 15 Efficiency 11 43 35 29 43 35 29 41 34 29 16.0 1.4 16.4 0.7 37.3 0.1 2% 90 1 10 40 32 27 39 32 21 38 31 26 40, ........ ......... ......................................... ..... ............... .. . ...... ........... . ........... .......... EA.MK.,. i EW Y, ti .0 M .......... .............. www .......... . . .......... Pf 20"A PC BUIA 70% 50% Ave Lumens Zono Lumens i ..LarP _12.. 111 -191.7 pw 501A 30% 10% 501/6.10% 101/1 50% 30% Io% of), 0 251 o;-_ 30, 27.9 G 119 119 119 116 116 1 IV, III III 111 501", beam - 10% beam - 62.61 IU82* 5 260 15 240 24 68 0'- 40' 310.8 45.3 0' - 60' W.5 78.8 1 2 104 100 96 90 64 78 102 L18 94 89 82 77 97 84 91 65 aO 75 Inlil FC 25 218 101 01-90, 686.0 100.0 3 79 71 65 78 70 64 75 66 0 Miowti.0 Canter 60, 35 190 45 156 110 122 90. - 120' O.� 0.0 90* - 1 30* U. 0-0 4 5 70 62 55 63 CA 47 69 61 55 62 53 47 67 59 64 60 52 47 k La'n, h t giLain Dianiete, FC Diameter FC 8.0 .3 6.1 4.2 15.2 U.8 55 121 108 90: - 1 50* 0.1 01 6 57 40 41 56 47 41 54 -1 G 41 lu.0 4.5 9.1 2.2 20.7 0.4 65 83 82 N - 180* 0.1 0.0 7 51 43 37 51 42 36 49 42 36 12.0 2.8 14.6 1.4 26.2 0.3 YG 46 49 a,- IsO, 686.1 a 47 38 33 46 3e 33 45 38 32 14.0 1.9 14.0 0.0 31.B 0.2 85 12 14 Eifiiemy 9 43 35 29 43 35 29 41 34 29 16.0 14 16.4 07 37.3 0.1 90 1 10 40 32 27 39 32 27 3a 31 25 40* ENERGY DATA & DIMMER COMPATIBILITY 'Requires Lutron smart Bridge L-BDG2-10 for wDeless applications (sold separately) fA LlmaxlAzzalswiva, 2'0`14- '01"; Au: s Aif ......... +0 + Y + . . g- . ...... . ..... ..... + 0.0 6.7 0.0 0.0 . ... .... . ......... ... . . .... ............% 0.0 . ....... 0 0 0 . 0 + .......... 0.0 + 0 0. 0.0 + -0-0r iK7 Jy .6 , 0.0 + 0 0 + 0 0 + , 01 e V, 0 .0 0.0 C;. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 .0 0.0 0 .0 0 0 X .......... 0 . 0.0 . . . + 0.0 ........... . < + 0.0 + 0.0 + 0.0 0.0 + + 0 .0 0 .0 + 0.0 + 0.1 + 0. 1 + 0.1 + 0.1 + 0.1 + 0.1 + + 0.1 01 + + 0.1 0.1 0.1 0.1 + + .1 1 0.1 '0 0 + + + 1 '.1 0.1 0.1 0. 0 +.0 0 0 '.0 0 '.0 0 .0 + b.o 0 bo.. r $_o b.o +O.o 0 +.o 0 A-0 0 .0 0 A-0 + 0 10-1 .1 0A 0 .1 + 01 + 01 0.1 + 0.1 + 0.1 +0.1 +0.1 +0.1 +0.1 '0.1 + 0.1 + + + 0.1 0.1 0.1 + + + 1 0.1 0.1 0 0 + 0.1 + 0.1 + 0.1 + 0.0 0.0 + wa). 0 + 0 .0 0 .0 + 0 .0 + .0 0 01 + 01 + 4- 0.1 0.1 + 0.1 + 0 . 1 + 0 . 1 + 0.1 + 0.1 + 0 . 1 0.1 + + 0 . 1 0 1 + 0.1 0.1 + 01 + 01 + + + 01 01 01 + + + + 01 01 01 01 + 0.1 +0 .1 + 0.1 + 0.1 + 0.1 + O.Q� .0 + 0.0 0 .0 + .1 0 + 01 0 .1 0.1 b.1 0.1 + 0.1 + 0.1 1- 0.1 + 0.1 + 0.1 +0.1 +0.1 '0-1 +0.1 +0-1 0.1 + 0.1 0.1 •+ + + + 0.1 0.1 0.1 + + + 0.1 0.1 0.1 0.1 0 +.1 +.1 0 +0.1 0 + 0.1 + . 0 I!C� ri 7 2 . / �./_l "/I .� � + + + + + + 0 + 00 + 0.1 + 0 1 + 0 1 + 0 1 0.1 0.1 0.1 + 0 . 2 A 0.2 +0 .2 0.2 0 . 2 b .2 A 0.2 + 02 0.2 + 0.2 0 . 2 +0,2 +0.2 __ + ....... - I ! -- 'r. V. 0- 27- loll A 01,1 0 0 0 1 0. 1 0.1 0. . _., 1 + 0 . I + 0 i + 0 i + I 0 + i 0 + 0.2 + + 0.2 0.2 + 0.2 + 02 A 0.2 0.2 + . 2 0 +0.2 +0.2 +0.2 +0.2 '0. 2 A0.2 0.2 '.2 0 A.2 +0.2 +0.2 0 0.2 '0. 2 '0. 2 +0.2 0.2 0.2 A0 .2 -b. 0 A 0. 1� 1 to h 1 + 01 + 0 1 + 0.1 + 0.2 0.2 0-2 T2 N 0.3 0.3 '+0:2� 10. 2 0.2 b.2 0 + 01 0-1- J� '+ 01 _0_. "___0_0_ + + 0 .0 0 +.0 0 +.0 0 +.0 + + 0 .0 'b 0 + .0 + 0 0 0 + 01 0.1 .......... ......... ... ........... .... + 2 Z-1 .. 1& ...... N%, r 2.2 N" 0 -9 A + ..... .... ... . .. ... . ...... ....& .............. ... ........ ........ ........ ........ ........ .......... .. ; ...... . . . . ......... ................... ...... .. .......... .......... 0.3 0.4 0.4 0 0.8 0.8 0.8 -b-7 .7 0.7 + + I A 0.2 3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 ................... P .................................. 0.2 0 0 A + A A I A + A0.3 +0.3 +0.3 '0. 3 C). 3 0 + + +0.3 +0.3 +0.4 +0.4 J01M +0. 4 +0A 0.3 0.1 0.3 0.3 0.3 0.3 0.3 0 1 2 0.2 02 0.3 0.3 -, •ACCC,1 ........... .... .... ................ .... ... ................ ... .... ................ .... .... ................. .... .... ................ .... ... ........ .. . .... .... . . ............... . ............. ............... ....... ...... ................ ............ ...... .... ..... .............. . ......... .... .... . ......... ............... .... .... .............. ......... VO) . ... ........... . . .... Q. . . . ....... ..... . ....... .... . . . ... ... . . ...... .... ............ L ... ............ ......... . . ....... . ....... ...... TRAFFIC V14 . ...... . ...... . .... , . Q. ..... ............ ...... - - ---- .. . ... TOP U, S, R OU 7E- 29 V41i.1,40LE w"FiTpi R11W V d PRASTARM FIr .... . ........ ... . . ....... . ........ . ....... A . . .............. . . .... ........ 7. �r .. . ....... El . .. . ......... ......... .... . ...... n. q 4 . ..... .... . . . .. ..... . ... . ...... . . . .. ..... .... .. ..... - - ----- ----- ---- - - - -- ----- . .. ... .... . - - - - ------- -------- . . . ........ ---- - -- . . .. ..... ..... 114 . ......... . .. ............ ..... . .......... :) ... � I.; ...... ....... .... . ..... ........ . . ..... . . ..... . . .... ...... '77 - . ..... 0 ................ . ......... ............ 7 ( 7/ .... IV / /1111 . -........ - --------- - . ...... . ... ...... . ............. ....--------- - - --------- . ... ...... . ................ ..... ............ -- SCALE 1"=15' Tr-) Calculation Surn-mary Label CalcType Units �_Avg Max mi Avg/Min Max/Min Description Parking Lot fiin a lurnnce Fc 1 1. 4 63 O�5 128 12z60 5ft. Grid PL-H --- -------- Ifluminance R; 0.115 1.7 oao N.A. :Wx 5ft. Swing,, Horizonta .. .. ....... PL-V 11juminance F:c .. 1 0 36 .. ...... .. ---- 2.8 0. . t N.A. ..... ............. N.A. 5ft Spacing, 5ft E.1evabion ite 1.1luminance Fc .......................................... 1,27 . ................ . .. 112 ----------------- ....... _ ..... . 0io ... . ............. N.K N4K 5ft Grid ........... - - M F= CD n 0 E E Cu 4J L>n U 0 t: tj C) U_ -"2 0 ry a_Uj j 00M -A L6 1.4 CD (D LU 0 U) ILL 4% Z3 U) > Lr) 0 M 4-J V) 00 _j t,D F- L6 ZD 0 _17 (D 0 ILLJ _117 U 0 R to 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 0 W of (1) 0 W O O � LC cu Z < 0 < LLJ > Z U) 0 SZ T.j 0 w U Lij 0 W W 0 (NJ 0_,00 3: < 0 . Ez 70 Q) W Z0 :3 0 70 Q� 0 0 U) < 0 0 V) E -0 -0 C (D (n U C 0 0 0 C D C/) V) 0 0 0 o CL 0) W 0 0 0 U 0 E _0 0 _0 _0 a) 0 JOB NO. (n 0 47165 M (n C (n 0 C 0 CU SHEET NO. -a 0 0_0 L3. 0 - E 17- - LED pole top lut-ninaires With asymmetric al light distribution Housing: lf',ie-cast aluirin.unn tiousing and slop fittcr. Slip fits 3" O.D. poll" top. ,,iecures to P,Jo ,,-,filh ih"Ele StEli.'1!033 Ste-?l Set Screws. Die castings are marine, grade, copper free fn� 0.3,/copper ContErili) A360.0 aluminuin alloy. Friclo-ure: Faceplate is constructed of rile -cast alumiriurn and is secured to housing with rrlecnanicaliy Captive stainless steel fasteners. '10111PE.Ifad clear ,lass. Fleflei-tor of pun, anodized al: linii-turri. Fully jhie,ldsxi to comply vvith, LEED zones i and hi.uHer. 1. Fully gasketed far weatflpr tight operation using molded ,silico;ie rul)ber "l lchaflf-.r,I` tiaF,ke'. Electrical: 23.6W LED lumir-lairo: 28,0 Iola! syslern watt_,--, -30'C start let ripefature. integlaii 120V ihroug,h 2117V electronic LED driver.:,-, OV dimming. LED module(s) are available from factory for easy replacel-rent. Standard LED color temperature if, 40100K ; , Vjith ;.! >80 OR1. Avai:able in 30WK (,,80 CRI): add suffix V2 to order. Note. LEDs suppiied with iurrifinalre, Due to the dynarnic flature of LED 'echnology, LED lurninalre data or. trlis� sheet i'S SL;bi,�Ot to chanfgo at -ne discre,tion of EBEGA-US. For the most cur tochnical data, please reaf-er to ,,P;,iv,,,�;.bp-gi,,-Lis.c.;c-,t-n. Finish: All BEGA slandai-d iinishes are. polyester poveder coat with rn;ria,um, 3 r-A thickness. Availa"'lle in lour standard 8KIA colors: ' Black ft .K); 'AfNie (*HT'; 8.ronze (BPI); Silver (,1:A.%P;. r) specify, add appropriate suffix to catalog number. Cu_aom, colors sUpPlied on apecial order. CSA ciiykiiied to U ,S. and Cariadiaf, standards, suitable for wet locations,j%5 ....-I., .1 .1 . Weight: 20 lbs. EPA (Effective projection area): 0.75 sq. it. Luminalre Lurnens. 3117 .- 1 .Ype: BEGA Product: ProJect: Voltage: Color. Options: Modified: I ---------- ,'; ..i 1 ---------- '':;3' . N /;�=_ ... . 'I '1� I I ,\1_1 ,,�. ) A _ . . c I ...............-.-.-.-..-.-.-.....................�.........� ... .. .................. .... � ..... i:::i::::::::::::i:i�ii�iiiii.,. � .. .. . . .. ... ...... ` X:: .. . ........... ............ .... ......... � .... *II .............._........... - , .... .., i �-'.`�Q, -W : ..,.�.,. *11 I 11 ... :. .. ., .. BJ.tl���q.iimk.4 .. ��.' �`� ................ ....... - , ......... ...... ................t ... W�i ..::......__F... � �:: , .- Uvtp A ;3 C ---------- - ---------- - --- - -- _____________ - - ------------- 99407 23.5"Al LED Single I 8 8 '11 2 V, 24 BEGA I 000 BEGA Way, Carpinteria, CA 9301 3 (805) 684-06 33 FAY (805) 6C,6-9474 www. bega-us . corri CO)wpyr'ght BE(:1A 2019 Updated 01 i*l 7i.2'0 1 f) FIXTURE A LED pole top lufninalres With asyrnine-trical light distribution Housing: Die-cast aiuniinunn housing and slip fixer. Slit, fits 3' O.D. pole top, se ,urns to pole with three stainleas, steel set screrws. I'Die castings are rnani;ie Crade, (;0"p.", free .',!-: 0.31110,_oppE:r c-oritcrit) A.360'0 Rlunlinurn,Aoy. Enclosure: Faceplate is construcled of die-cast aluminum and IS SeUlMd W housing 1hrith niecnariicaliy captive stainless Steel I fasteners. Ternpered clear class. Relflector of pure ancdizl1d alufni: fluni. Fully shielded to comply with LEED zones 1 and higher. Fully gasketed, for weather light operation u.sing rno!df:id sificone r L i b ,' e r "l.; - c h a, -, ri e, 1 " gasket. Electrical: 23.6 W LED !urn;!na;!f;3, 53.6 total system v,,atts: -00`c. V nic tit terert-eIrila12lLEDjaaue cl;iveil 0- I 00V d:rnming. LED wtodul,3(s) are a,�ailable "torn factory for eas;y replacement. Standard LED color ternparaWfG. is 4f,1Q0K ,M:h a >810 CRI. Available Ili 3000K (>80 CRI); adi suffix K3 *o ordei' Note- LEDs su.op;led with luminalte. Due to the dviian--iQ riature . . of LED technolcqy. LED lurninaire data 0E- ihi'3551`16Pt ir; sUbjeCt to chariu,l at the ;_,;i!,,;;ret:on of BE,GA-Us. For the. mosl current te,.;hnical data, please refer to vre.,,,/.bega-us.corn. Finish: All BEGA standard firlishes •are pr,,Iye.,Aei no-oider coat ,"A", rmninium 3 mil thickness. Available in ;C'Ljr standard lb'E.GA color�:;- Black f'B:.K'1,; 'Alhkle (VqFfTl: E'rorize (BRI`7); Silver (SW). 'to specify, . . - add ap,propriate 31.ff4. to Cat,3109 nurnber. Custom colors SlJppl,;ecl on special o'det. CSA certified to U.S. and r�anacl:ain stand'ard-, ,,;Lffable, for viet locatiorls. Prole,ction class IP05 Weight-, 40 lb;3. EPA (Effective projection area). 0.75 s(i. ft. Luminaire Lumens- 1,58*14 , i::::::::::t_.n.!::::::::1 - /I- - - * 11I "I.- " ") , i '�.,t, �_d, ` �`Z�,,/ . . (,I . ;_"Anip A B c ................................................................ ..................... 99408 2 23.6 iA` LIED Twin 18'/, 21/A 44! BEGA- US 1000 BEGA Way, Carpinteria, CA 9301 3 (805) 684-0533 FAX (805) 566-9474 www. bega-uz.rorn (0copytight BE(A-US 2016 Updated 02,19 T\ ' /Pe: BEGA Product: Project: Voltage, Color: Options: Modified: FIXTURE B LCMP1D5R — 5" LUMENPAD ROUND LED DOWNLIGHT, SURFACE MOUNT, I OOOLM (I 1 W) -- _ --------_ 2 ._ ....... �, , � , I ......... __ I ............................ :, , 1 : : I ,. : ", " . f--r-Ve" " ,,�11 : : I . - Easily mounts to standard octagonal J-Box. - Super Slim 3/4" thick design. - No -glare side [it illumination. - Die-cast aluminum frame. - Suitable for temperature down to -4'F/-20'C - WET LOCATION - For covered ceiling mount only - 5-Year Warranty - New Bronze finish - California Title 24/JA8 Compliant" - v � ... .... ... I ... ... - --- .... ..... _. ... ... � ..... ORDERING - Example: LCMPD5RW-T30 2=0 iKii,:,:��:::i3. - I . - - . mn.v% " ?.". �.. . - mmm Hal ."t.M..............._. XQ'.**0-914� .-.. - — MIN 01 EMMELM �ixtuie Firl;sh Dirtiming Color Temperature Material .f --�ffia nom -------------------------------------------------- ColorTempetatwe -- - ------------------------------------------------------- Material White W ELV Dimming (I 2OV) Blank' 2700K -T27 I ----- - ----- --------- --------------------------------- Die -Cast Aluminum Blank Black B 0-10VDimming (I20V/277V) UE-D10" 3000K * ...... . A.0 Non Conductive -PC' Silver 5 3500K ..,... .. ..., -T . 35 Polycarbonate Bronze BZ 4000k -T40 ColorSelect -TS3 541 WINDFALL'WALL SCONCE , . '. : .. � -�;,,�., f.��*!�,;", I�A-.�, .,�Dr.: ;�k 3::iy! f,lri, l. I .1 ., .. - . ..; - , , .; � .. . . f'i�- ��; l,;b,j:-. �l,,:-,,,,qf.l:-� -.-;�� ',,J;l-.(jf;3:j �...!) f,),jj'l� <�r ,f,. r:-. 1 ; : I ., �: .. ... - .1 , . . I., - , D - ! : Z .. D , l" il 1. t -:;,,W:re, k3d,:f*,-;;, �i., -) �; .1 :-.Po:n, oih.rf,i-:t� to `11;�Zl,? 0i the Wc� :A�,-t�- �o ,,:;�-.�::lt� in . � : - .. it, t l): : I I (.;�,-_-- '.) f , '. - . ; -;ool-cor 1. ... .11.. . , ; rlfl:" 'g:o%u for -,�,,a-.�!`:fl�liflg lf: <Wid . . i'do"': :";36 -,,,,; ��,,r,,av�:, � 1. I Outstanding protection against the elements. - Powder coat finishes - Stainless Steel mounting hardware - Irnpact-resistant, UV stabilized frosted acrylic lensing - . SPECIFic,krIONS ',NA T T 5 , ............... ............................ - ....... - ,r) � I. - - .............................................................. . ...,............�-.�................. - - ... 0. 0. ..�..,.,.......�.�...........�....................�.....�...�....................................................�...................................-. ..... ... ,.__-.-...,,, . . .... 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