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Home My WebLink AboutSDP202200045 Plan - Revision 2022-12-20 (2)VEHICLE TRIP GENERATION TOWNEPLACE INN AND SUITES TAX MAP PARCEL AND OWNER INFO: TMP 78-9D (07800-00-00-009D0) PANTOPS HOTEL, LLC PO BOX 3535 WILLIAMSBURG, VA 23185 TOTAL PARCEL AREA: 2.4 ACRES LIMITS OF DISTURBANCE: 2.30 ACRES ZONING: HIGHWAY COMMERCIAL (HC) MAGISTERIAL DISTRICT: RIVANNA OVERLAY DISTRICTS: STEEP SLOPES - MANAGED ENTRANCE CORRIDOR ABUTTING PARCELS: TMP 78-913(07800-00-00-009B0) GUADALAJARA CORPORATION IV ZONED: HIGHWAY COMMERCIAL (HC) USE: RESTAURANT TMP 78-9C (07800-00-00-009C0) TAP INVESTMENTS, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: NEIGHBORHOOD SHOPPING TMP 78-llBl (07800-00-00-011131) SANDAV, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: COMMERCIAL CAR SALES PARKING SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP, FEB. 28, 2022 VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: ACSA PUBLIC WATER AND SEWER DRAINAGE DISTRICT: MEADOW CREEK - RIVANNA RIVER WATERSHED ADJACENT WATERCOURSES: TRIBUTARY TO RIVANNA RIVER THE SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER RESERVOIR. FLOODPLAIN: THE SITE HAS NO REGULATED FLOODPLAIN ON THE SUBJECT PROPERTY, REFERRING TO FEMA FIRM PANEL:51003CO287D, FLOOD HAZARD ZONE:X STEEP SLOPES: THE SITE CONTAINS MANAGED STEEP SLOPES. EXISTING LANDSCAPE FEATURES: PREVIOUSLY DISTURBED - LIGHT VEGETATION, BRUSH, AND SPARSE TREES ZONING SITE REQUIREMENTS: USE CURRENT: VACANT PROPOSED: HOTEL (120 UNITS; 78,500 GFA) SETBACKS BUILDING: FRONT: 10' MINIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW FRONT: 30' MAXIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW PARKING: FRONT: 10' MINIMUM FROM ANY PUBLIC STREET RIGHT-OF-WAY BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FEET (HIGHWAY COMMERCIAL DISTRICT) MINIMUM 15' STEPBACK FOR EACH STORY THAT BEGINS 40' IN HEIGHT OR ABOVE THE THIRD STORY, WHICH EVER COMES FIRST. PROPOSED MAX BUILDING HEIGHT 60.83' (HIGH PARAPET) PROPOSED STEP BACK BUILDING HEIGHT 35.83' (PARAPET - 15.92' STEP BACK) PARKING REQUIRED PARKING: HOTEL USE: 1 SPACE PER GUEST ROOM (1 SPACE X 120 GUEST ROOMS) = 120 SPACES TOTAL PARKING REQUIRED: 120 SPACES PARKING PROVIDED:121 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.017 ACRES PROPOSED IMPERVIOUS AREA: 1.66 ACRES Trio Generation for Townolace Inn and Suites LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR I PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Hotel 310 120 Rooms 1003 35 30 65 42 31 73 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES HOTEL = 130 GPD/ROOM 130 GPD/ROOM x 120 ROOMS TOTAL = 15,600 GPD AVERAGE HOURLY DEMAND = 15,600 GPD / 24 HOURS = 650 GPH MAXIMUM HOURLY DEMAND = 650 GPH X 300% = 1950 GPH PEAK HOURLY DEMAND = 1950 X 150% = 2925 GPH 2925 GPH 160 MIN = 48.75 GPM TOTAL FIXTURE COUNTS (TO BE PROVIDED IN FUTURE SUBMISSION) SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 130 GPD/ROOM x 120 ROOMS = 15,600 GPD FINAL SITE PLAN REF: FINAL SITE PLAN SDP202200045 COUNTY OF ALBEMARLE, VIRGINIA 06/21/2022 REVISED: 12/12/2022 VICINITY MAP SCALE 1" :1000' OWNER: PANTOPS HOTEL, LLC PO BOX 3535 WILLIAMSBURG, VA 23185 DEVELOPER: HMP PROPERTIES, LLC 5388 DISCOVERY PARK BLVD STE 300 WILLIAMSBURG, VA 23188 CONTACT: SAHIL PATEL PHONE: 757-876-6306 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS PLAN C2.1 DEMOLITION PLAN C4.0 LAYOUT AND UTILITIES PLAN C4.1 EASEMENT PLAN C4.2 EXISTING EASEMENT PLAN C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 DETAILED GRADING AND DRAINAGE PLAN MW Will C7.0 STORM PROFILES C7.1 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS L4.1 SITE LIGHTING CUT SHEETS TOTAL NUMBER OF SHEETS: 19 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE *NU Bryan D. Cichocki Z Uc. No. 53741 z z W O }U z O z U O z O a � ceV) U w CC) O � z O v) V LU a J a W J z z U_ N N W C N Q N DATE 06/21/2022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A v / ULj 1� F--1 a 0 z z"� tY Q'Ww z�= z�U) I --I co w LL LU O Qz0 J U a O LJJ z 0 L JOB NO. 49421 SHEET NO. C0.0 GENERAL NOTES IS ACHIEVED. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING g. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS 9. DEVICE. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER CONSTRUCTION INDUSTRY (29 CFR PART 1926).10. REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE PRIOR TO THE BEGINNING CONSTRUCTION. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. INSPECTIONS AS OUTLINED IN THE USBC. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE 11. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCED PROCEDURES. THE ACSA OCEDMAIN( DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER ). THE ALBEMARLE 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE U APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. ORDINANCE SECTION 5.1.28. TESTING THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE A 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE DEVELOPER/ CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR OUTLINED IN THE TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE OF ALBEMARLE. UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND R MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE TESTING OF ALL UTILITIES NOT COVERED IS IN L THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, ES BUILDING 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE MET UI SPECIAL CONSTRUCTION ACTIVITIES. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BLASTING NOTES B 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER BECAUSE OF SLIDES, SINKING, OR COLLAPSE. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL 1 ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICALENGINEER. A SPECIFICATIONS. OTHER PORTION THE PROPERTY. GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 2 PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF 3. TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT TEM FOR FOR TEMPTER ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STOSTABILIZED, GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON INSPECTOR. ACSA GENERAL WATER & SEWER CONDITIONS ALL UNITS. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. SEPTEMBER 14, 2021 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) STANDARDS. 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. THE START OF THE WORK. PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY 2 THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE THE COUNTY EROSION CONTROL INSPECTOR. LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. IMAGERY COLLECTION. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE CLEANED AND REPAIRED IMMEDIATELY. WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. REQUIRED BY THE DEVELOPMENT. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER CABLE TV SERVICE TRUNK LINES. (N/A) 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) LINES, SERVICE LATERALS AND WATER LINES, ETC. SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS 8 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE g VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. SECTION 17-207B) DURING A FUTURE EXTENSION OF THE LINE. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT ANY 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FORR THE AGGREGATTEE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA WATER ACT). REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER STANDARDS AND SPECIFICATIONS. THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL THE PERMIT SHALL GOVERN. REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER SPECIFICATIONS. STANDARDS OF VDOT. PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING "OTHER PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE OR OTHER CONSTRUCTION. INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN PLUMBING" PERMIT WHICH AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MUST BE OBTAINED BY THE CONTRACTOR. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S DRAINAGE CHANNEL. CONTRACTOR. REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. CONTROL DEVICES. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ALBEMARLE COUNTY DEPARTMENT OF FIRE & RESCUE GENERAL CONSTRUCTION NOTES DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. OF ROAD. (N/A) SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM VIRGINIA STATEWIDE FIRE PREVENTION CODE. SLOPE OF 0.004 ft./ft. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND SMOKING MATERIALS PER VIRGINIA STATEWIDE PREVENTION CODE. GUTTER OR CG-7, THERE SHALL A TRANSITION ON EACH SIDE OF THE INLET. (N/A) 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION FIRE CODE VEHICULAR ACCESS FOR FIREFIGHTING 28. SE E INT TRAFFIC PLAN IN CONTRACTOR SHALL PROVIDE A SEQUENCE SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, INCLUDING ACCESS TO WITHIN IDCONSTRUCTION/MAINTENANCE LINES CONTAINED EDITION OF THE HE 2011 EDITION ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO e VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW R, O THE ENGINEER, OWNER'S OVERHEAD WIRING OR THERE OVERHEAD OBSTRUCTION LOWER THAN 13 FT. 6 INCHES; THIS H REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES FIRE APPARATUS IN ALL WEATHER CONDITIONS. o MILJ� WOO II�� LS SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE i CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI A117.1-03. FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH: DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ' HAVE MATERIAL MBU WHERE R LEVELCOMBUSTIBLE S N ALL FL STAIRWELL, H EXTINGUISHER AT EACH S, OFLOOR S 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER $ � �'"" "• '" �'�� THAN 1:48. ACCESS AISLES SHALL BEAT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN $ ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. . OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA 8 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 STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, FIRE MARSHAL'S OFFICE. 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. [fd,MRA¢ WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE �.. COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE a MO L ENT SrA SECTION PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING �' �E. DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 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 EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 X 10" 3,000 PSI AIR ENTRAINED PORTLAND A A CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale Q 6.1 WALL SECTION ITT wt "ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% e R < 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 m rvra 4 \`--,/ nsoT FaTwaarmuwr iIERIFD WA9tlGPOG RiTW mwrmrtms°w mm (iYYBLPXMICdI® 11141Rfda0bS1 PII9eu4 �. W[F sLLv.all,Ea tlD VJYRII� 0.1YOLOQIKi4 R- mICO I �ull�l -- ----- it I III _ ME I�lii nmmann 9 DUMPSER ENCLOSURE STORAGE SECTION �amear•tw �_r�xwr4oary ,wee wroe.rwM�4M wxma . va e.emra:oo,w 81EEL WtE EACH SIDE PETAL COPRG TO sloe ADJACENT dlwl1 uv,LL cOLDR �� . �T�TTI 'i•. I III � - FA IFU I I IIII � - F .TTI DlbfiONAL BRAOMG fi 9TSTEM an) LODCABLE N48P ® -EE9 &WD DROP POD, I' l i /� 6'xTPIAWIALLY DUfE1ER X T-9° LOW pl1i419D OPE AP DEGREE BEND OVERHEAD GARAGE DOOR TO EXTERIOR 9TORYaE SPACE z DUMPSER ENCLOSURE & STORAGE ELEVATION A59t tltweatr•rr 38'•I f u'-tr B•-6^ sre•logn re• ,� RERFOf�ED au waw. N � WITH FACES _ I, WWII' DRAMFWI PAW NIERa SIDE ---0---_------_Q---, -- -�-- _----- --- Q-- _ , ` EXTERIOR FACES ONLY - WE LN NSFE WIN OF WALL I. ` LF OOR \ i. PIFQONOE CEE LCTOR A G g aM Ev uGH A D - DIRER ONREf M BTORec£ p p 3. R B10LOBIi EXTMOV EXTERIOR FMI9N 10 _ MATCH FMI -•SHYIAM HOTEL / TOWER AREA Q=iRABHOF4D NT i @ = 4. ERIORWALLSMD (FDJ! - 9 A' j; CEILIM'x5 PAINED 6•DlAf 5T I I I I I�I III FNIBH AT MNIM PEAB MVO a 0 FlLLED UV OONOfE1E �I 0 EXTERIOR FMISH SJRFAOE MOWED BY"(EFSJ ' iR06T PROD? GORAlE [OR H 1 LlfaVlf EXTERIOR SIDE a WALL HOES+j16FIXNFE 8' REIIFORCED Otl T /TRacx m fF53ER SiNC1URP1 STEEL GATE POST -.- EACH SIDE p SLAB TO HAVE /P TYPIOAL ' 6" 4M* FILL F4PE / °EN D BOI1M08 FILLED W/ -// GARpC$ DOOR GONOFEIE EA SIDE 2 THRfi61F. Ta D A MITIGbTE W . - _.-hFIL1RAIKN REIIFORO 6' P MD W14 SLbL AB D"M-� TO BITE PLANER ENCLOSURE & STORAGE PLAN Bryan D. Cichocb IZ Uc. No. 53741 4t� 1Z1/Z122' ,0J 4;yu M E 0 0 u N N C Q > E w ° LU a w o (ifO 2 M Q J U o W J -N .. d N N N Lu v �x U) _ N = U > a m; c rn O N � M a � W J vi 0 0 x c7 0 x F 0 w w_ x z O IY Z) 0 am O ce t7 N Z 0 (- z w E E O V z z z =) O 0 V dZ V N In N o � Z Co O N In F > N Lu 'i cif z g F En J z z LLLL. F a DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A V 1 I -I ri U7 Q J Q z > 1 z<C) LLJ __J LL,I LLJ J U 0 Q J } r m O Lu z O � z O JOB NO. 49421 SHEET NO. C1.0 h 2- a m t� L SIGNAGE NOTES: PN lakTy OE Il OW Tax� 1 AWAY ZiOIE VAN 6'-8" MIN. ACCE88BLE 6'-8" MIN. ABOVE 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 1-112" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale h Nblast GVANCEO CFAI NAGE s's'e.S i,c Y P - rnma"dwa Dra imi System Today Nyloplast Drain Basin Maintenance Considerations Background: The Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the frame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits Rush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 0" - 360a ACCORDING TO BANS (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4" -15" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT _ (CORRUGATED HOPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5005, WITH THE EXCEPTION OF THE BRONZE GRATE 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%D5 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065 4 - DRAINAGE CONNECTION STUB JOINTTIGHTNE-SS Sf W.L CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 -ADAPTERS CAN BE MOUNTED ON ANYANGLE OF TO 360'.TODETERMINEMINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING No. 70014110-012. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ilmf S 0 SOLID WHITE LINE j24" (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE SOLID WHITE LINE 6' 2 � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, — CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTIR D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (fi" MIN. BASED ON MANUFACTURING REQ.) 4 MIN 4 GRATEOPTIONS LOADRATING PART# DRAWING# PEDESTRIAN MEETS H-10 1599CGP 7001-110-207 STANDARD MEETS H-20 15MGS 7001-110408 SOLID COVER MEETS H-20 I 1599CGC 7001-110.208 PEDESTRIAN BRONZE N/A 11599CGPB 7001-010-210 DOME N/A 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUTY 1501 DI 7001-11a-ins 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONC. FOOTING BOLLARD DETAIL No Scale T LENGTH ANCHOR WITH 5/B" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP ACO DRAIN Type 676D Longitudinal ductile iron grate (ADA) Plan view Side elevation MEE NW Description Part No. Length Width Weight P 9 9 Inches (rum) Inches (rum) Ihs" DrainLok grate Type 676D Ductile iron longitudinal grate 142173 19.69 (500) 9.41 (239) 18.0 'DrainLok' locking mechanism AGO DrainLok*" is a patented, boldess locking system that DrainLok clip removes the need for bolts and bars and improves the hydraulic Channel capacity of the channel. The DrainLok^" mechanism simply clips into the channel edge rail for rapid installation. ACO DrainLokTm O grates are fitted with an antishurd mechanism that restricts unwanted V grate movement when installed, improving durability and longevity of the system. ACO Polymer Products, Inc. SPEC Northeast Sales Office (Nest Sales Office Southeast Sales Office Follow �us on 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road ©0 -r Mentor, OH 44060 Casa Grande, AZ 85122 Fart Mill, SC 29708 L1 Tel: (440) 6397230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact: Toll free: (800) 5434764 Toll Free: (888) 4909552 Fax: (803) 802-1063 infoGACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.AGODrain.us • • O e August 2017 AGO Palarner Products, Inc. This information Is belieyato i be accurate Put A is not guarantied tG We be so. cannot assume Iii iry Len mass tied t b obtains with our product since cnraitions A use am bwond Lee corNd M re eompary. a is fha eueMmees responsibility to anousata suitabLdy ant salary of product fre his nm, use. ACO Polymer Prexlects Inc. reserves be dDd to Naga ea product ant siancraalbns wood rwEce. August 2017 WWW.ACODrain,us SIGN IN SIGN AND POST DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) 111 0 8' 1 5' 8' 1 8' 8' TYPICAL VAN r ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS CONCRETE BUMPER BLOCK HANDICAP SIGN AS NOTED ON C4.0 & C4.1 LOCATION (VAN) i Ind FACE OF CURB 4" PAINTED STRIPE 9 (TYPICAL) REGULAR SPACE SPECIFICATION CLAUSE E iE K200 KLASSIKDRAIN 'DRAIN LOK' I PAVEMENT PER SEE NOTE 4 DESIGN LOAD CLASS C DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE . POLYMER CONCRETE K200 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AS MANUFACTURED 4 d BY ACO POLYMER PRODUCTS, INC. 4 d MATERIALS .d CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN _ INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. .4 MINIMUM PROPERTIES OF POLYMER CONCRETE WILL d BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI d FLEXURAL STRENGTH: 4,000 PSI . TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% T Q _ FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES 1 Q d B117 SALT SPRAY TEST COMPLIANT YES 8" [200mm] d . d THE SYSTEM SHALL BE 8" (200mm) NOMINAL 4 4 INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALEIFEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY O.A�� 8" [200mm] 8" [200mm] AGO POLYMER PRODUCTS, INC. ANY PARTIAL SYSTEM DESIGN AND/OR MPROPERDEVIATION OR INSTALLATION WILL VOID ANY AND ALL WARRANTIES NOTES: PROVIDED BY ACO POLYMER PRODUCTS, INC. 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. CHANNEL SHALL WITHSTAND LOADING TO PROPER 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE AIR POCKETS. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL CLASS SPECIFIED AND INTENDED APPLICATION. AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. GRATES SHALL BE SECURED USING'DRAINLOK' 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE CERTIFIED TO MEET THE SPECIFIED EN DETERMINE PROPER LOAD CLASS. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. K2D-C-EAP K200 - KLASSIKDRAIN - LOAD CLASS: C ACO Polymer Products, Inc. Exposed Asphalt Pavement 825 W. Beef raR st 9470 Pinecone Dr. 4211 Pleasant Rd. • Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520421-9988 Tel: 440-639- Tel: 9-7230 DATE: 08/17/16 Fax: 520-421-9899 23 Fax: 440$39-7235 Fax: 803-802-1063 803-8 2-106 Arizona Tel: 888-490-9552 e-mail: salesO)acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 4;yu Ui x C7 ce x I- 0 w w Z O in > rr 0 0 Bryan D. Cichocb 'Z Uc. No. 53741 41:� Z Z w Z E O V Z Z Z O 0 V aZ 0 v (n (n o� Z DO O (n N F > (n i LU r Z g F J Q Z ., LL w a DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A LU H� N ,^� V / Q r-y V 0 z J z2: W W l� CO J 0 U 0 Q J } O LU z 0 � z `O 1 JOB NO. 49421 SHEET NO. C1e1 h EL M �r t. 0 3 a D a0 o M0 BN 00 a0 o 2 c to cC m rn a0 O w tY 0 zre 0 w 2 $ N F to O L 0 0 o N a o m Z Y W :S h X C 0.0 -Z 2 2 M c ° 0 m 0 E M � m o a � �c °a o m o m N 2 MW po 0 s. E h w �E H L t4 In \ E N ^ M m ^ u N }� uuEpp w ° co S= �a E In �a N "w f�5 -� aEao Eb _O o E o �Z �I�� ~ N`2 E' try u W U� ELL �/ I, _, —° E � ^ E �/ E N J C.4 u � r u E ,NiF, iv E E Zo \ E p O O °E �E I--, �E ¢E U kEaE � \m °m �N °,E} 1n N N Q¢ LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 e'- ... a •a• ` � T2D" WALL SLEEVES W/ BLOCK 18" MIN. WATERPROOF SEAL 6 ' LEST CONNECTION .•1 STRAINER METER 18` MIN. 1- O !� 5" MINI-.*- *-�•.-I6" MIN.t-4- ' e' 6" MIN. 8' MIN. 18` MIN. +kU11NG LENGTH (MIN) .� 3` STANDARD METER�19.25" '. 3" COMPWND METER=24.25" e 72" MIN. OVER X ET ALUMINUM ACCESS HATCH OVER METER AND TEST TAP 60" MIN. NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT Q METER) NTS FIG. W-7D • STEPS SHALL BE RUBBER COATED � TEST CONNECTION STEEL COUPLING DRESSER 12" 2` GATE VALVE W// 36' MIN- COUPLING THREADED CONNEC710NS 54` MAX. ' METER � 2' BRASS PIPE 31RAINER 5' MIN �6" MIN.• 30" MAX. BLOCK ;a fD-17 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 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 STONEt.- ILAR FILL AS COVED BY ACSA 90f. MIN' / #68 STONE STABLE SOIL OR NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE a I�III I II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z_ N - - - - - � M.J. GATE VALVE WATER LINE d IP •�b 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK d a. 4 C 4 4 4 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 EMBEDMENT 8"MIN SPRING LINE OF PIPE N0. 68 — REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED _ MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL ARE UNSTABLE WqftCONDITIONS hALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 N0. 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 WITH TD-34 ALLOW CONCRETE st t' TING PIPE WITH WRAP EXIS l'-O" BEYOND BASE NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING VIA CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12* MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION 1. INVERT FLOW TO THE EXISTING PIPE. 2. THE 3. CUT AND HALF WITHIN 6" SHELF HAVE THE MH HAS IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE •••b.;� •e •" EXISTING SANITARY ON CONCRETE BLOCKS '. SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY ' "�, • BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE • _ OUTSIDE DIAMATER ' •" n ,e�, PLUS 6". ,. •' '+ 12" THICK VDOT No. 68 STONE BEDDING6" 6"x8"xt6" AND 4"x8"x1 SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE I lllllllllllllllllilllllllllllllll llllllllllllllltlllllt llllllllllllllllt ltilllllllllllllllllllllllll1111ltlllllllll MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A t 000s• .......... SECTION NOTES: CONSTRUCT FORMED FROM TO ALLOW POUR TO LOWER OF PIPE. REMOVE •• OF TO OF MANHOLE 1 BEEN FORMED, 1 BEEN FULLY TESTED MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION TD-26 VARIES VE BOX WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. THRU W-7E). I COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINETOCONNECTATMAIN WITH X'xVTEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES ` 5' 10'—�- 5' - WATER SEWER 3 � LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH ➢J SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY: UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 i Bryan D. Cichocki ZI Uc. No. 53741 4wu m E 0 � o N o U) z >E W E g v 3 U .V• 3 Q LL LL 2 O s Z M 0 Q j U m Z a — n W I -I O U ado W M c_ Z O N z y a a u LU LL o Ln � CO n= N N V Z O = > 1n .� � w N M W CC a� z a W in w J Z 0 = L� cD 0 O x p N W N W 0 S Q N U p Q N z O v DATE 0612112022 0 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A W I— Q J Q z aI zJ Lu uj Q z Lu m QJ U 0 Q J r � � a- O uj z 0 � z O L JOB NO. 49421 SHEET NO. Cl.z NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN fl TO10-2�VALVJBOX 7 CU, FT. j/68 STONE) 2500 P.S.I. CONCRETE ; •. BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 5" GATE VALVE 8"X6" TEE RESTRAINED JOINT FITTINGS NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 NOTE, MIN. 60' DIAMETER MANHOLE) REQUIRED, r_+ 4 2 (TYP) 4 DROP MANHOLE PVC CROSS G� A n USE APPROVED FLEXIBLE RUBBER \yo Pz' -BOOT. a O 11 6' Jl GASKETED STOP COUPLING 27' PIPE STRAPS A (STAINLESS STEEL) o SPACED EVERY 2' VERTICALLY < _� 90' RESTRAINED BEND q' A D g tl. 4• C 4 ill E PROFILE MIN. 6' BEDDING WITH NO. 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2)FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 ISO FIRE FLOW CALCULATIONS: Towneplace Inn & Suites Hotel 1500 GPM NEEDED FIRE FLOW WORKSHEET <2,500 GPM ISO FIRE FLOW CALCULATIONS TYPE OF CONSTRUCTION: Modified Fire Resistive CONSTRUCTION COEFFICIENT F = 08 BUILDING SIZE: LARGEST FLOOR AREA 18,500 # OF STORIES >1= 5 50% OF OTHER FLOORS 30500 TOTAL FLOOR AREA = A = 49,000 CONSTRUCTION FACTOR: Ci = 18(F)(A)**0.5 Ci = 3,250 ROUND TO NEAREST 250 GPM TYPE OF OCCUPANCY: Limited Combustible OCCUPANCY FACTOR Oi = 085 EXPOSURE (X) & COMMUNICATION (P) X1+P1= 0 X4+P4= 0 X2 + P2= 0 X5 + P5= 0 X3+P3= 0 X6+P6= 0 (X+P)= 1.0+SUM(XI+Pi) 1.00 MAX (X + P) = 1.75 NEEDED FIRE FLOW: NFF = C x O x (X+ P) (ROUNDED) 2,750 GPM SPRINKLER REDUCTION 50% TOTAL NEEDED FIRE FLOW = 1,500 GPM TD-30 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER MAIN Albe"f0ifeC0"'m' �, Hydrant Flow Service Auth�ri 'I"" �� Test Report W Spolpapr2ggd Glabge W. VA 22911 (4s4)9"A511 PLUG END OF - SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Date of Report 3/28/2022 Location OLYMPIA DR Pressure Zone URBAN RING Date and Time of Test 3/28/2022 10:08:00 AM Minutes of Flow Pipe Size (Inches)81 Pressure Hydrant 12295 Static Pressure (psi) 89.3 Residual Pressure (psi) 79.3 [01 Q20 Looped ❑ Q20 Multiple Inline Hydrants ❑ 0,20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 12422 Pitot Pressure #1 (psi) 46].9 Yellow 1 © Test Flow 1 1154 Flow Hydrant #2 12222 Pitot Pressure #2 (psi) 57 Yellow 2 © Test Flow 2 1264 Flow Hydrant #3 Pilot Pressure #3 (psi) Yellow 3 Test Flow 3 Total Estimated Flow (gpm) 24181 AWWA Q20 Calculation (gpm) 6877 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrants opened all the way For method of calculating pilot flow with a red Pollard diffuser. see eq. 13. Walsld and Lutes article 1990 Journal Management and Operations AW WA. For yellow Pollard diffusers, a hest fit third order polynomial equation of the Pollard flow vs. pilot pressure gauge is used. Estimated Consumption (gal) 4836 For use for water audit Signature of Tester: SPECIFICATION REFERENCE GALVANIZED STEEL STEP MINIMUM OF 3" EMBEDMENT STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS EXTENDED 4�/2" FROMATHAMINIMUM THE OF THECE OF SUPPORT. POUNDS WHEN STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING IN DIMENSIONS. CONFIGURATION. OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00496A ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.os Bryan D. Cichocki Z Uc. No. 53741 ;1�1 �Z�/Z�2ti "�U74 4wu m E 0 0 rn u N 6 N C > E w E W 3 < LL 3 W LL oO L 6 2' M << j L) tb CLin 7 p N 7 W ry 4 z F y X of N � 0 4 v tnS vry = V > N < c to 0 0 N M a � W J � H U) lY 0 0 (D 0 0 z x F f] Lu w U < < Z 0 0 U) Z W O U Z � O O U a Z O U U U) (n LU Z CO O Uri (n o Z OL OL I --i (n J Z LL DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A V 1 W V 1 < Q z J z � <I zJ w <o a w z I -I m J Q U LL Q J r � O L� W 1 O z z `O 1 L JOB NO. 49421 SHEET NO. C1.3 LEGEND LEGEND 0 WATER VALVE IRON (F) OUTLET, 24" RCP EX. VAR. WIDTH SINM CURB I INV. (OUT)=404.36' MAINTENANCE EASEMENT / EP DB. 3657, PG. 564 IRON (F) I SD CURB INLET W/MHD STR 1 SD CURB INLET W/ / CURB CUT I TOP=412.53' ZMHD- INV. 1N=408.43' 15" RCP (E) TOP=412.61' -409 - - - ` _ INV. 1N=406.79'24"RCP (S) INV. 1N=408.62' 18"RCP INV. OUT=406.07'24"RCP (SW) / / INV. IN=408. 11'24"RCP EX. 20' PUBLIC MHD - -410- _ 24" RCP �� 1 II II (SE) DRAINAGE TOP=421.47' / - 4"RCP IRON(FJ EASEMENT O8. 3657, PG. 564 INV.1N=415.49'15"RCP (E) C&G / INV. 1N=415.36' 15"RCP(S) --------- 15"RCP INV. OUT=414.77' 15"RCP FIRE HYDRANT ® WATER METER QS SANITARY SEWER MANHOLE (MHS) ,ify n STORM DRAINAGE MANHOLE STORM DRAINAGE (SD) GRATE INLET (Big STORM D. Cichacld 'Z -0 DRAINAGE/FLOW DIRECTION Lic. No. 53741 ;1�1 RCP REINFORCED CONCRETE PIPE HPDE HIGH DENSITY POL METHYLENE PIPE 16 f' / Z/22 j PVC POLYVINYL PIPE o��SSIONAL0 oa LIGHTPOLE ® TELECOM/FIBER VAULT ROCKARMOR o 0 °u 24"RCPa �p--------------- - W - UNDERGROUND WATER UTILITY / lye p b, /________________ MANAGED STEEP SLOPES > E w - - - _ SD CURB INLET W/ MHD - - - UGT- - - UNDERGROUND FIBER / TELECOM TOP=421.61' - - -SAN- - - SANITARY SEWER PIPE _ _ E g INV. OUT=418.01' 15"RCP IMP \ \ - - - G- - - UNDERGROUND GAS LINE H_ Lu v 3 O CURB RAMP I I YI O \ \ p^ I I TCO PARTNERS LLC .. 3 v i 1 S \ \ EDGE OF PAVEMENT (EP) ¢ LL o (ADA) EP \ TBM: $PIKE SET / I \ \ DB. 4710, PG. 713 \ o LL = z W/ DWS \� CURRENT USE- VACANT COMMERCIAL LAND \ ? ft � DECIDUOUSREE Lu L "' ELEV.=418.27' / I I \ L (DEC)( ) a -i c5 oo z = i \ \ ZONED: HC \ oLri O \ " J 51 /' S8515'36�331' �l / II15"RCP ��\\mrv� a z F,Jt 20'PUBLIC ' \ / \ \ --,Cr--� SIGN o (A " CL G i -413 - \ / l -� I \ \ C&G CURB &GUTTER z P w M O / D INAGE 0 0(� ->\ _ I I I ��\ z F _ v v .. b '24"RWK SIDEWALK CP-1 _ a- ' IRON (S) I �- I I \ \ \ S D8. DEED BOOK v LL V) / EA EMEN G s �i 3- 41 - " _ J I \ I I 1 i ¢ w ... / D 3657, 564 � r--414- //l 4ff �� 15 - _� _- I �\� \ 0 � _ ' - _ PG. PAGE m -414-_ �'�� - oa = �� 15" RCP IRON (F) \ \ � x w " z _ , .416 - ` (sr INST. INSTRUMENT x a (A SO CURB INLET W/MHD / i'i'/ 18"RCP- d1 / _ 411' _ _ - �_ - - / S• �� O (F) PROPERTYCOR. FOUND, AS NOTED H ' TOP=414.96`' % �.'� , , - ' a\e ' _ _ - - - , , / c?� C� I �y Y�Lj�p SD CURB INLET W/ MHD \ \ (S) PROPERTY COR. SET, AS NOTED ° ^ W INV. OUT=411.3 5" RCP - 'i ` 412� / ` , -` , _ , a1 y. ' - , _ , ' / a OeR l kl 7-1 TOP=427.28' \ \ M 0 1 1 Oe •SOl� �j4 `� /NV. /N=423.26' 15" RCP (S) \ CONTOUR INTERVAL = 1' z 15I' RCP -vZS ' j TR-2 SD INLET W/FE3 ' L 3 ` / 3 A `� \ o w g / 416 _ A2 , ' \ S2 A GeC/ V \ INV. OUT=422.51' 15" RCP \ a _ --- -- - �/ j I/ INV. (IN).408.7�24"RCP , , , _ ` d2 \ / I 0 G qF \ \ W SO C B INL W/ MHD 1 � O \ L TR-3 T P=_4Z5-58'4j i H S , _ - -af7_ _ L I r / / \ .a22 \ l _ \ \ \ \ SD CURB INLET W/MHDui l V. 1N=4 1,25'1 ' RCP (W) s I I / / \ ' / `� TOP=428.85' \ o V /N= 11 36' 1 "RCP (S) I I / I ' ROCK / \ \ �h INV. 1N=424.95' 15" RCP \ \ x LL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD CI 100.00, 36.97' 18.70' 21'1047" N39'1653 E 36.76' C2 140.00' 23.1 V 11.56, 9 2723" N45'0152'W 23.08' C3 140.00' 4925' 24.88' 20'0926" N59'50'18"W 49.00' C4 135.00' 49.04' 24.79' 20"4846" N66'15'07"W 48.77' C5 326.50' 66.50' 33.37' 11'40'14" N7'30'16'E 66.39' C6 47.50' 77.02' 49.97' 92'5356" S48°0800"W 68.85' C7 282.57' 147, lTr 75,28' 1 29"50'04" N70 2950"W 145.48' ARMOR ti ) \ V. O T=409.4 ' 18" RC 5' ' / / / ' / ' / \ ' / \ ' / i lR S a SE \ IN W a18- OUT=424.85' 15"RCP \ \ 0 i / 1 � � � ati I I EX. 20' PUBLIC \ \ \ o aa}} I I r ` i / \ - sss 15" RCP j j 4 - - DRAINAGE \ \ w U m (0 0 _I I I 419 - - _ ' i r / i \ - - .;yp SEMENT \ \ U UL N ' "" - a - r / / �F I DBE. 57, PG. \ \ z U U 4fa a l l I/ \ ,' 42 // 8 I I xaa lo" 11 A \ W ' p of I 1 - / / ��'�, I I I _ _ _ _ \ \ EX 20' SANITARY SEWER W (D Cl) W II / -420- - 1 -EX , � / � � r / jj \ \ EASEMENTFORACSA > m V M M c I I r DRAINAGE EASEMENT , - ' , ' / ' \ , ' l / \ \ DB. 3657, PG. 564 U o o - -4f b j I ` , DB. 3657, PG. 56y - , - / \ o EX.20'PUBLIC > 9 ;r I / I DRAINAGE ' Z -6 " I I _ _ r _ -425 ' / l / \ MHS (W/DROP CONN.) h 2 I I / / R21- - - / \ ' - - - TMP 78-9U' / ' \ \ \ \ TOP=433.05' Lo EASEMENT ' DB. 3657, PG. 564 O l ' ' ' ' PANTOPS-HO-TEL, LLC / \ \ ( ) I rt � � ' I ` � INV. 1N=416.70' 8"PVC S (VESTING) INV. OUT=416.59' 8" PVC I I DB.�3671 PG. 95, SD CU NLET HD � \ W 1118"RCP-3 - - - - - a23' , ' DB. 3657, PG. 564 (PLAT) 6' \ r it �� // P=432. c \ \ • / EX. 20' & VAR. ✓ p�. LOT D' 4 WIDTH PUBLIC " ,'\- , ' _ - prp0 \ 'I � ll�J<OUT=428.3 "RCP ,431 ' > • DRAINAGE 2.397AC. (jURVEEYED) _ - / ' FA. 1I I ' ,' EX.20,PRIVATE ' ` \ ' \ • \ CURRENT USE: VACANT COMMERCIAL LAND 1EASEMENT - 4zv. ` 1111 I - - - 424 - - - - ZONED: HC DRAINAGE , ` �\ 1\RCP / \ • 42 B. 3657, PG. 5' J _ / ' ' `�'�` I 1 ( r EASEMENT ' r / 'tfl, / l • 564 I ,I k ' I � \ / \ � � , ' � , ' - - - - - - - a27- - DB. 3657, PG. 564 II I Se / IRON (SITE lS LIGHTLY _ _ _ _ - ' p �� F �� • (F) _ �NACz zAIL 2 i i / 1 , �\ . 425 � VEGETATED AT TIME OF A22' / (S) I I L �/ SURVEY) ' �/ gi: �` / ' a • III II1II I MANAGED STEEP 15" P 42e. ' SLOPES (TMP)C4,2/ MHS TOP= 435.35' STR-MHD - - - - - -_ / • - _ \ / / INV. 1N=42727' 8"PVC (E) TOdP=424.38' Y -427 - - - - - - - - 1 ' I 1 ' _ a3 ' / MAILBOXES INV. 1N=4 f8.22' 8"PVC (S) NV. 1N=4=416. 18"8"RCP) \ \ - - - - - - - ' % c / INV.-OUT=418.13' 8"PVC \ I. INV. OUT=416.18�18"RCP � � � � 424 _ - /� r r ' / - \ \ ' / IRON (S) / s+S l/ PK NAIL CURB RAMP f ` / j 18"RCP 4 / _ _ r r \ _ _ a28 - , ' _ _ - - - - / - - - - \ _ 432 - - _ r z / (F) (ADA) W/ Y / 30 _ - - _ _ r rig SF) SD CURB INLET W/ DWS MHD N76"3938"W / TOP=422.00' 13.43' i� ��,�� \ _429---_ _- /- - - - - -- -' -'� -r- / INV. OUT=419.07' 15" ll / 8"DEC _ \ MAIL � / r______------431--- _ ----- --- -- ----\ 433-' // � NAIL RCP l --- All, SD CURB IN W/I�4HD� _ r ------ ----__ 3 /// \ _ a3°'' ^^05 / MAG Ql� /C8 / /Yns 8"DEC k / -430- r --__ 432- ---------_ STR-5 OP=425.25' NAIL (S V l / I Ali' _ - - - - - - - - - �J' / \ T � yti0 INV. 1N=419.2 15" RCP (W) b /// ' / I / \ l / r / 33 \ INV. 1N=420. 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WIDTH / - /36 / / � � � CURB � � � - .a3a 'UTILITY EASEMENT' r/ \ \ _ Pro b"�� p"S�W � -�� 8" WATERLIN \ \ � _ \ � � � / \ � � � � ' / � 'l l \ / FOR ACSA FIRE HYDRANT�� DB. 3657, PG. 564 \ IMP 78-98 / / / \�N1 -A35 II \I / - - - � SAN CO ? rye SaV\�� ' �0 - �� 0 / / �OP=439.20' _ �- TOP=438.31' IRON GUADALAJARA CORPORATION lV / / `� o DB. 3339, PG. 710 / �GG /yqG r EX. 20' & VAR. WIDTH (S) �p9 INV. 1N=434.12'24"RCP (E) CURRENT USE: RESTAURANT / - t� / 'UTILITY EASEMENT n� \ INV. 1N=434.19' 18" HDPE EX. 20' WATER LINE Milt (S) r INV. OUT=433.95'24"HDPE \ ZONED: HC / FOR ACSA CONC. ` / EX. 30' & VAR. EASEMENT FOR / 6 �' / \ / ph p9 r DB. 3657, PG. 564 / DRAINAGE IRONACSA WIDTHACCESS DB. 3339, PG. 701 / // , p3a/ / FLUME PIPEINLET, 12"HDPE \ �/ (S) EASEMENT DB. 3657, PG. TMP78-11B1 (HW L=4i _-� \ 564SANDAV, LLC d$� INV. 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BRIGHT / I z ' 0' \ , ' 11�1<OUT=428.3 "RCP 1 ' c�G \ • WIDTH PUBLIC , / / _ VACATE ati , ` a3 DRAINAGE ' / _ - / / 6o CHECKED BY I I , , - / , EX 20' PRIVATE , \ \ 1 2I I �. _ - '� ' / DRAINAGE \ / \ / \ • B. CICHOCKI EASEMENT - 4 I I � -a24 - - - - ' / / ` � 15"RCP 4Z,3. 3657, PG. 15' � - - / EASEMENT ' s�, \ 564 I ,la I REMOVE AN6 RELOCATE \ / , - - _ _ - - - -42r- - DB. 3657, PG. 564 \ , / \ �� ` \ / a32' s % > • • SCALE 11 / IRON EXISTING�SIDEWALK \ _ / , ' (SITE lS LIGHTLY _ _ - ' / \ ptia \ \ rF • () - N I I - ' ,\ ,425 1 "=20' F MAG 2AlL / / I - ' ' VEGETATED AT TIME OF a22' (5) 11 I ✓ ' _ \/ SURVEY) i ' i '� \/ � �. \� \ / ' p33 • I I REMOVE AND/REPLACE \/151, CP CURB FOR a26 • ' _ _ _ - - p30 ` Fo / ' 423- II I DIRECTION ONE REM�/E/ / , ' ' - - - / / \\ \ ` / / �e MHS ` I 1 I CG �2 TYPE 8 ' - - - - - - TOP=435.35' / I' STR 4 MHD _ \ \ TO/P=424.38' 427 - - - - - - - - - , - a31 'RELOCATE � � � I / / INV. 1N=4272/' 8" PVC (E) �/ �( ) \ , ' _ _ ' - _ \ ' MAILBOXES 1 / INV. 1N=4 (8.22' 8" PVC (S) rTI I l V. 1N=418.7T 18"RC V /� ' \ I I INV. OUT=416.18�18" RCP \ \ ' / / / \ , ' �) INV -6UT=418.13' 8" PVC REMOVEAND _ _ ' REIa"L44CE�URB / / , ' ' / _ IRO / ' / � � N S / // PK NAIL p36 _ � /REMOVE � - - ' � CURB RAMP 18"RCP-4 ' \ _ , a28' , ' - - - , ' _ _ ), ss�'y�, (F) (ADA)W/ / _-' \ 430- - - - - -- - SD CURB INLET W/ DWS REMOVE , ' / - 432 MHD N76039 38 "W i / IREE , ' \ / RELOCATE y A e / TOP=422.00' \ - \ _ -� S/ v , GN 13.43' y / �_. (nP) V�1�ATE \ \ _a29---' /---------' -- / -� MA W w INV. OUT=419.07' 15" i "DEC _ - ' PUBLIC DRAINAGE ' / - - - _ _ - - - - - 43r - - _ _ _ \ - - q33 ' NAIL RCP ,-' ASEMENTUP�O ,' / /------------------� �/ /' S I /EP REMOVE R€PLACF 425 _ / '\ i - - - 433 •^� � \/ � ' ^ SD -CURB IN TW1#H-D� {� \ _k' _------ a32 ----------------' __------- r -\/ /\ ; // Vl MAG / C / 8"DEC \ 430 - - / "� / STR-5 OP=425.25' NAIL (S V / / B p21 _ - - - - - - ' ' /�/ / _ 5" 5 Q INV. IN=419.2 15" RCP W l l / / / r _ _ _ 43 s REIROVE CUB INV. 1N=420. ' 15"RCP (S) �j 1 / YACATE SECTON _ -433 , - - _ _ - - - J �/ / / / \ OUT= 9.14' 18" RCP ^l % \ �9ilG' U Fq II 8" DEC - \ \ \ \ -431 _ _ _ - - / / IRON (g`) J , ' , ' - - - - - VACATE SECTION / \ / / / 18-- d OFACSA EASEMENT _ Q� _ 434 - OF ACSA EASEMENT / / p z EP _ _' _ �/ // \/ Q Lu o RA P G \ \ �kS 9Y / j 432 _ _ - / �� / \ 435" / / / / / / / / , 5Pd 6 - - PK NAIL \ \� \ / z s (Ad SD CURB INLET W/ MHD 0 / 8"DEC \ ' �^ - / '_ - ' _ 435 _ / G^ / (F) \ / / Q L DWS / TOP=425.59' Fq� \ d3 - - - - - ' i , N6g - - - - - / 8° O INV. IN=421.32' 15" RCP (S) oG�e c \ / ' \ ' - / / �0 ' ^' ' \ �.SS�B'K, - - - ' ' - ` ` _ \ ' ' \ ` - - - - - - - % / / �Q \ '/' / I--1 m ~ ' INV. 1N=421.34' 15" RCP d3 T �' '/ CONC. 7 g _ - - - / O / \ _ r \ \ / 'b REFUSE >3 9' - - a36 / ^ , / \ Q (SE) 't'ss / 8@EG_ / __ ,' ---___ _- _- �^ / �/ \ LLI ~ INV. OUT=421.16' 15"RCP s LL p3> 7\ y� V / PAD �0. // p J `�$•, , , nth 1 / / �Q , ' / / PK NAIL (F) / U EX. 30' & VAR. 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EASEMENT FOR dg1 / AND REPLACED DURING DB, 3657, PG. 564 / DRAINAGE IRON / \ ACSA / / / 8' PHASE 2 E&SC SEE SHEET C4.0 FLUME \ / / 18 ' %' EASEMENT ESS 3 DB. 3339, PG. 701 / J p3 ( ) PIPE INLET, 12" HDPE \\/ (S) / DB. 3657, PG. TMP 78- I I B 1 ol (HW, L=4) �\� _-� / %564 SANDAV, LLC ? INV (lN)=436.68' \\ (j 1 \ / DB. 4559, PG. 55 (VESTING) MHS (W/DROP CONN.) \\\'�. �PPJV %' DB. 4174, PG. 1 (PLAT) TOP=43701'\\\ y� N40°18'12" ' CURRENT USE: COMMERCIAL CAR SALES PARKING HS TMP 78-9C / IN�VN 431.57' INSPECT. \\ \ l 13.85' / /1 ' �OP=439.34' ZONED: HC - < TAP INVESTMENTS, LLC \\ _ m INV. 1N=419.72' 8" PVC E Li \\ \�/ / / DB. 3657, PG. 606 // DROP S2091 8"PVC PA D4.361 \\ ` �\ / / ( ) \ INV OUT=419.64' 8" PVC _ \ / CURRENT USE: NEIGHBORHOOD SHOPPING () \\ ZONED. HC INV IN=420.11' 8" PVC (W)- \ / INV. OUT=420.02'8"PVC f oe No. / P VACATE ' SD INLET W11 GRATE�TMP 78-9A 49421 / EX.20'PRIVATE TOP=439.48' �ELO SANDAVLLC DRAINAGE EASEMENT / INV. IN=436.18' 12"RCP(S) DB.3383, PG. 604 SHEET No. DB. 3657, PG. 564 INV 1N=436.08' 12" HDPE (W) 0# CURRENT USE. AUTOMOBILE SHOWROOM 6„ INV OUT=435.90' 18" HDPE �� ZONED: HC Cz. 1 a i c L S�1 PROPOSED LEGEND / IRON (F) OUTLET, 24"RCP EX. VAR. WIDTH % - PIPE FLOW DIRECTION JRB I INV. (OUT)=404.36' MAINTENANCE EASEMENT / � (TYP.) TYPICAL EP DB. 3657, PG. 564 / IRON (F) SD CURB INLET W/MHD I SDL SIGHT DISTANCE LEFT CURB cur TOP=412.53' \ SDR SIGHT DISTANCE RIGHT I _ VTR-9 INV.1N=408.43' 15" RCP (E) / / G SEWER MANHOLE / INV. 1N=406.79'24"RCP (S) `\ I I INV. OUT=406.07'24"RCP / ® STORM MANHOLE EX. 20'PUBLIC \ \ W WATER PIPE 24"RCPtll DRAINAGE TOP=421.47' \ \ SANS SEWER PIPE 4Tk; -, I I IRON (F) EASEMENT INV. 1N=415.49' 15" RCP (E) \ \ \ \ C&G \ _ - DB. 3657, PG. 564 / INV. 1N=415.36' 15" RCP (S) \ \\ 0 CONCRETE SIDEWALK - ------------------------ EP I 15"RCP INV. OUT=414.77'15"RCP / \ \ a I ----- --- ----------------------------------- HEAVY DUTY CONCRETE 1 ,24"RCP ------------- -- \ \ f� C %�y} II SD CURB INLET W/MHD TOP=421.61' \ \ cn HEAVY DUTY ASPHALT PROPERTY BOUNDARY TMP78-9 °D INV. OUT=418.01' 15"RCP \ \ p TCO PARTNERS LLC \ Q TYPE C DH (S) 5' SIDEWALK RETAINING WALL DB. 4710, PG. 713 \ \ z (ADA) EP W/DWS LIGHT DUTY ASPHALT (ADA) WITH GUARDRAIL CURRENT USE: VACANT COMMERCIAL LAND \ 10' IRKING SETBACK 2' PLANTING STRIP 15" RCP \ ZONED: HC \ HICLE OVERHANG \ - - PROPERTY BOUNDARY - EX. 20'PUBLICy5, v .: \ \ SCALE 1"=20' DR INAGE u ° 2' (TYP.) v.:. v ° SCR 2A1, P I I IRON,IS) EA EMEN F SIDEWALKDITCH LINE DB 3657, .564 - - _ 0 \ 20' 40' / 5 � 15" RCP IRON (F) \ \ SD CURB INLET W/MHD ` \ \ FA /4S,�04 yA- \ \ TOP=414.96' L / C q �'!�p �G R ` \ SD CURB INLET W/ MHD \ \ TOP-42728' Oe - O \ INV. OUT 411.36' 15"RCP • '16`. ' ' 90° 9' \ Y6SOT� INV 1N=423.26' 15" RCP (S) \ \ 15 RCP -v BENDS (TYP) \ 3S2 o A��V INV. OUT=422.51' 15" RCP \ --- --- -- 6"GV(TYP) .' '. �\ °, OAG66. /0 .\ \ \ 6 CLASS 52 DIP R25' _ 26' R240.5' \ C s 64 R \ \ Ini \ FIRE LINE E /� 6"X6" TEE \ \\ VJ SD CURB INLET W/ MHD \ \ 6" CLASS 52 6" CLASS 52 • '. TOP=428.85' R3 CAP 6" DIP WITH TAP FOR DIP FIRE LINE C FHA. INV. 1N=424.95' 15"RCP \ \ ";TO V, FO TER RF DIP WATERLINE A \ FHA R20' R5' R3' p _STw__ SE) \ \ Bryan D. Cichocld 'Z Lie. No. 53741 ;1�1 /U SSIONAL M E O O N � Fc > E Z w v E g w � �U w OO LL 3 WU. 0 O f G^ z W L Qw Uoo z o w -LiO O U O N a f/1 N C7w wr z O 30�x N ul oa LL o � N Z m ti O w F�au U o nO > ti M uj 0' o� z 00CL � g F o z U- W ITT1N SON Y 18' (TYP) ON l OUT=424.85' 15" RCP \ \ 0 o v 6„ GV ` I \ \ ry Q BOLLARDS R3, I EX.20'PUBLIC \ \ ry U RT g RAILING (SEEP) R240.5' SS 15" RCP j j DRAINAGE \ \ w ry m `T ARCH PLANS) 6" GV ?QA SEMENT \ \ U Q O co r_ I 2 1' CURB BE(VDS 6° �F DB. 57, PG. \ a ry CL CUT (TYP) (6) 6 RISERS R3' 6"X6" 564 \ z Z = IL a 6" CLASS 52 9' (TYP) 8� o a H- r m I . I 6 6' DIP FIRE LINE D e TEE ?�, \ \ EX 20'SANITARY SEWER DATE W Q p ro M 9. v O. \ \ EASEMENT FOR ACSA > V 3 I 26' \ \ DB. 3657, PG. 564 � 06/21/2022 Q o o t- -18 - - N • '• \ O EX.20'PUBLIC , Z � R3' DRAINAGE g. (Typ) ` \ DRAWN BY EASEMENT co BOLLARD (6) 6.5" RISERS O o MHS (W/ DROP CONIC) T. BRIGHT 5' SIDEWALK \ \ TOP=433.05' DB. 3657, PG. 564 O ( P) v ; ' �P) RAILING (SEE ° 16 (TYP) ` 6" FIRE LINED CANOPY ° o F SIDEWAL \ \ INV. IN=416.70'8"PVC (S) F" r' ARCH PLANS) �) \ SD CU NLET HD \ • DESIGNED BY CONCRETE PAD FOR HEAT PUMPS FOOTPRINT 11.75' `�\ INV. OUT=416.59'8"PVC EX. 20' & VAR. W 3" DOMESTIC LINE A �6' 6' \ P=432. C \ \ • T. BRIGHT WIDTH PUBLIC I GREASE INTERCEPTOR. �11 ` INI<OUT=428.3 "RCP �G DRAINAGE PRODUCT SELECTION BY MEP. R3, \ Fq \ • CHECKED BY EASEMENT I RETAINING WALL CG-12 TYPE C MODIFY AS NEEDED FOR BUILDING LOAD PLANE. ` �\ 15"RCP DB. 3657, PG. I `� WITH GUARDRAIL (ADA) W/ DWS CONCRETE PAD FOR HEAT PUMPS 6" CLASS 52 A \ �\ \ • B. CICHOCKI 564 I U FOURTH I V CURB TRANSITION CANOPY DIP WATERLINE R3' 9%\ \ \ (,S) > • • SCALE IR M N BUIL NG FLOOR 15.94' FOOTPRINT 1 "=20' ( �\ \ (F � I 22' I STEP BACK FLUSH CURB 0� * \ • SJ (SEE SHEET C5.1) R3' 'off ` • A � TYPE WS 1 ° SIGN SPACE TYP WHEELSTOP .18 16 (TYP) \`\ \ ° ( ) (TYP) \ PLANTING STRIP FOR CG-12 TYPE C 15" CP R31.09' I TRANSITION FROM (AD A) W/ DWS 9, (� P) ° VEHICLE OVERHANG =/ \ \ CATCH TO SPILL GUTTER \ ", \ \ TH VARIES) �e MHS V CURB TRANSITION 6' ti R-�D / TOP=435.35' °j v INV. 1N=4272T 8" PVC (E) MAILBOX RELOCATION INV 1N-418.22' 8" PVC (S) MONU ENT SIGN \ \° 26, 7 v ° v AS N�aEp INV. OUT-418.13 8 PVC am tr ° `p° IP CLASS °PK PROPERTY BOUNDARY R155.29' 8 52 SANITARY CG-121 P B 30' MAX BUILDING SETBACK S I i R3' ]6' ' R25' MAIN R25' SD CURB IN.._. _ SIG HD N76°3938"W ENTRANCE 18' •' 90° \°°° SIG T W TOP=422.00' 13.43' I i \ \ \ - 8'-- 8 I TRENCH DRAINS I 16 R3' BEND _ - v , ui INV OUT=41 15" I N \ \,\ ~ I �EEryDETAIL tt8 g ►� $,� -0 R3' �` MAL /�P \ u 2fi '_ rR118.15 - L _I R0.5' 5' 5'j VEHICLE RATED g�/ R15' I °^� S) E / ~ _ 2 0 CLEANOUT \ .` / / J / R100' ___ - _ _ 26' o NAIL M(S Gll 30' \\ R105.63'� 22 ---- - Sq �0 lb R3' R100'� 6" PVC SANITARY N 35.1' (g) 5 II l \ R5 R25' RETAINING \ R10' CG-2 WALL RF R147'j \ / l s / 18" 7 C� W EP 79 Fq 45° R3 (lYP) \ `\ 45° R10' \ Z 00, APP OXIMA LY / l�o �/ 16' \ \ \G b `SC 8 BEND Sq BEND \ Q TO RI HMOND D CU &(j \ \ q O� y D / \ \ R3'/ \ \ LLj H RA P G \ \ FSq�Lc1p0CF 16 / `\ \ \ R15' / Cn ^ /gP ^tj �J 'STER A SD CURB INLET W/ MHD \ c �// F \ I --I \ �V6 ° \(ENCLOSURE 8�s i Q \ \ Ort o. N DWS / TOP=425.59' C,�'O \ /� 6" CLASS 52 ✓ SS- 275 / INV. 1N=421.32' 15" RCP (S) Gpe c DIP FIRE LINE A CONC/ G w \ S \' 1tv---. RF INV. 1N=421.34' 15" RCP \ / ��9 \ 6" CLASS 52 i \ J Q ~ REFUSE ` R2' �i w Q (SE) 4%, \ R20' / DIP WATERLINE i \ / INV. OUT=421.16' 15"RCP Sp, 11t 30' 1� Q� LL PAD \ P OXIMATELY Ld i p \ ` $.. 00 /�`� \ 6" GV , WAR l U \ O / TO OL MPIA DRIVE EX. 30'& VAR. WIDTH \c R25' \ , FDC (C&O THREAD) EX VAR. WIDTH ACCESS EASEMENT STOP DRAINAGE DB. 3339, PG. 701 AND STRIPI �' \ 5 DEPRESSED SSED \ / i / \ O EASEMENT S ` \- 6� 1 VAR. WIDTH \ / DB. 3339, PG. 701 \ 90° BEND \ / FHA �W \ \ CURB \ a'. / / s / / i w U 155' APPROXIMATELY TO \ -w \ \ s �>> \ / , TEFOR HT ACS EASEMENT' 7 TOWN AND COUNTRY LANE c� - 15 \�v\ Q v\ / ,P, g5 / / DB. 657, PG. 564 \ Z 6" CLASS 52 / \ ?�x , I ' SAN CO H �N �. STOP GN MHD Q TMP 78-98 DIP FIRE LINE B rJ- TOP=438.31' yP� IRON \~ �� 1.00 AND ST PING ' TOP=439.20' \ O J GUADALAJARA CORPORATION IV \ DB. 3339, PG. 710 / / \o MAG EX 20'& VAR. WIDTH \ (S) () ' INV. 1N=434.12'24"RCP E UTILITY EASEMENT' �� s % 5 \ INV 1N=434.19' 18"HDPE CURRENT USE: RESTAURANT / - NAILS s� Q INV. OUT=433.95'24"HDPE UTILIZE THE EXISTING CO NECTION O \ \ ZONED.' HC FOR ACSA CONC. EX 30' &VAR. FOR FHA RELOCATION. CON T CTOR TO VERIFY LOCATION OF EXISTING F AA TERAL. / DB. 3657, PG. 564 / DRAINAGE IRON ^Ox� / / %' WIDTHACCESS \ / 8"X6" \ S'Q / FLUME (S) / 18 EASEMENT EX 20' WATER LINE �`` PIPE INLET, 12" HDPE / TMP 78-11 B 1 / TEE �00 / (HW, L=4i _ _/ DB. 3657, PG. SANDAV, LLC EASEMENT FOR / /\ / / / \, INV (IN)=436.68' G \ / 564 DB. 4559, PG. 55 (VESTING) ACSA / / / ?fix 5P MHS (W/ DROP CONN.) '�. " �P \V % DB. 4174, PG. 1 (PLAT) : DB. 3339, PG. 701 / � / / �00 / TOP=437CURRENT USECOMMERCIAL CAR SALES PARKING 01' �\�� 00 � y� N40°18'12" � �%' MHS EXISTING FIRE HYDRANT ZONED: HC INV.=431.57' INSPECT. ax l 13.85' - \ / TMP 78-9C / ARM �v/ TOP=439.34' TAP INVESTMENTS, LLC _ INV. IN=419.72' 8" PVC E _ DB. 3657, PG. 606 / INV. 1N=420.91'8"PVC PKNAIL (F) �� O DROP (S) AHD 4;#' INV. OUT=419.64' 8" PVC / CURRENT USE: NEIGHBORHOOD SHOPPING / _ ZONED.' HC INV IN=420.11' 8"PVC (W) ` _ - \ INV. OUT=420.02'8"PVC oe No. / SD INLET W1/GRATE��TMP78-9A 49421 > / / TOP=439.48' SANDAV LLC INV. 1N=436.18' 12" RCP (S) DB.3383, PG. 604 SHEET No. INV IN=436.08' 12" HDPE (W) O# CURRENT USE.- AUTOMOBILE SHOWROOM 6„ INV OUT=43590' 18" HDPE f ZONED: HC C4, Q c a i c L F L LEGEND IRON (F) I / \ � � \ � / r/A PUBLIC DRAINAGE EASEMENT IRON (F) I / / I / / El INGRESS AND EMERGENCY ACCESS VTR- 9 EASEMENT ` ACSA WATERMAIN EASEMENT IRON (F) \ \ — — / \ ■ PUBLIC ACCESS EASEMENT PROPERTY BOUNDARY r PUBLI� DRAINAGE EASEMENT (F) MA N L 15" CP / N76039 38"W / 13.43' Bryan D. Cichocki Z Uc. No. 53741 4WU _______________________ WALL NOT INCLUDED \ o E IN EASEMENT (TYP) / N N _ \ I -----------------=—=�=c \ \ I > E w 11 ' ATZ: WtD \ E PUBLIC DRAINAGE TMP78-9 \ \ 3 O TCO PARTNERS LLC \ Q LL v EASEMENT DH (S) \ o \ DB. 4710, PG. 713 \ o W CURRENT USE: VACANT COMMERCIAL LAND \ L ~ z ZONED: HC \ yOj w J u Lri m p 0 d>orO1.i H V \ SR214I W O bn II af wtoQ< IRON (F) \ \ a (n x v N z m D Ln \ � U) VAR. WI \ > Ln \ PUBLIC ACC \\\ \ \ Lu _ EMENT \ \ z i MAG 5� �� NA/L (S l \ SqN ry i/y 4h PKNA/L \ \ /�'i z fv \ VAR. WIDTH \ N6 00 / (F) \S / i Q / \c ACSA WATER SSOc / / / / \ , m z / \ � --,,EASEMENT�� SqNW �lqN (S) / \ — __ _ _ / / Lu -- z GUADALAJARA CORPORATION IV \ — _ _ \ \ IRON DB. 3339, PG. 710 MAG S ) s duo _� / \ / CURRENT USE: RESTAURANT / — NAIL (S) ZONED. HC IRON / \ / \ / (S) TMP 78-11 B I SANDAV, LLC yP� \\ \ PG \ / DB. 4559, PG. 55 (VESTING) \ (� P\\ DB. 4174, PG. 1 (PLAT) N40018'12"W CURRENT USE: COMMERCIAL CAR SALES PARKING / 13.85' ZONED: HC — / TMP 78-9C \ / / TAP INVESTMENTS, LLC \ / / PK NAIL (F) ' / DB. 3657, PG. 606 \ NOTE: CURRENT USE: NEIGHBORHOOD SHOPPING / AHD 4.36' THE PROPOSED RETAINING WALL IS WITHIN 10' OF THE RELOCATED EXISTING STORM PIPES. / / ZONED. HC THEREFORE, PAGE 15 OF THE ACDSM HAS BEEN REFERENCED TO PROVIDE AN OFFSET DRAINAGE EASEMENT THAT ENSURES ADEQUATE SPACE FOR MAINTENANCE AND CONSTRUCTION OF THE yP�' �' `�\ — _ cos No. RELOCATED STORM PIPE WITHOUT UNDERMINING THE RETAINING WALL. THE MINIMUM OFFSET WIDTH 0� TMP78-9A 49421 FOR THE DRAINAGE EASEMENT REFLECTS THE COVER DEPTH OF THE RELOCATED EXISTING PIPE FROM / \EL SANDAV LLC PROPOSED GRADE, PLUS 1'. EASEMENT WIDTH FOR EQUIPMENT LANDING IS PROVIDED ON THE DB.3383, PG. 604 SHEET NO. OPPOSITE SIDE OF THE STORM PIPES. / \�O\1 CURRENT USE. AUTOMOBILE SHOWROOM ZONED: HC C4. 1 TMP 78E-25 �ominion Lot 25 Fontana 2C O� Zoned. R-15 A� development i c a Resources, LLC 4Y� ; y4 '•.Y, 172 South Pantops Drive /aum�G % Charlottesville, VA 2291 1 d q�n ' ,f O 434.979.812 1 (p) R"ryr 434.979. 1 G8 I (f) e C E s DD RVA. com O' (b i TMP 78E-E i / Open Space Fontana 2C TMP 78-58/ ,, h0 Avemore, LLC G DB Note: Property Line follows Centerline of Creek. Metes and Zoned: - 248 Bounds from A through B ore as shown on Plat in Use: R-15 / TMP 78F-A DB 2081-248. Creek location was field verified. ser Residential k North Pantops Townhouses LLC F F \ DB 3520-661 Zoned : R-6 �0/*1 Use: Open Space Z¢r1z $oQ A TMP 78-Par 8B Wilton Farm LP. Residue of Zoned: R-15 I r TMP 78-9 Use: Residential Albemarle Hotel LLC Public DB 2533-201 ` DB 1965-32 �I �� ' Drainage Easement DB 1911-359 New Public :q Residue Of DB 3520-644 Zoned: HC-EC Drainage TMP 78-11 Investment Co. l , I Curent Use: Vacant Easement ^E24 HurtDB 1964-184 5 / DB 1965-37 _ Zoned.!fC-EC -- , f Use: Vacant 1 as n,�eate - F � � � 111t SS20-644 <' ` 60. `9 20' Private A i ` E82 . Dgti W New 20, Drainage i 1 } �E80 E8�' A ' , Of�"a a tic Private Easement } F� P bt DB 3520 644 v'- New Public 4 .... 6 ¢5 , %,FLi o: Drainage - i E84f Drainage ES � � E15 E17 � j, E19•'EZa / Easement Approx. Limits �/ �' New SWM 03 Easement �. E18 - C�Qj Of 100 Year Maintenance C60 G5�- Hood Plain Easement 4 E12-- -E14 r i� 1 ` 100 G56 E43 E39 E3F37 55CO CES3 New Public o 1E112 F G5I E44 E42 E41 E40 f�niE101 Drainage ' 62 46 E45 - - - - — - - - - E35 .� o, i Easement E10 E , E28----E29 E,3 + 9 �25C52 -. _- ---E30_E317 �E33 R\ E105 New Private TMP 78-12A 65 E26 EZ�� New' 20' Lot D E32 F9� New 20' Drainage Montessori Community Private E34 - A Portion o Private Easement j School TMP 78-10 -- -' DB 2482-339 E72 .�-E4/ �•o. Drainage parcel 9 f E9`� � Drainage � � � Zoned; HC-EC E48 New 20' Easement Carmax Auto Stores LLC. F d F f04,424 SF E96 Easement _ DB 3369-663 Q s E51 Private 2.40 Acres New Private Q cs Zoned: HC r Drainage - Low Use: Automobile Dealership Ar PUTH O / E73�S '/ �E52 Droina e TMP 78-57B p AV f O / o Easement 9 c; Fo Easement Free Bridge Auto Sales a v n Ti New Private- RE66 �- ` "N d 0 1 Drainage `� F� ^F53` ! E54 on 1965-32 y H a o r�6 E57 4> i Zoned: HC-.EC ,g �� \ y Easement 6 \ h Use: Automobile Dealership W �o i s� Lot c p N ♦ Timothy Ray Miller E69 E7B C2 A Portion o + Lic. No. 2065 New Public E70 4ESS�L f Drainage E92fE77 Parcel 9 TMP 78-9A TMP 78-11B 1 �/ 55,421 SF Sandav, LLC American Legion Post 1 /0 Easement Fy C63 C59 1, 1.27 Acres DB 2533-201 74 Lode DB , C,q 10� o� E 71 ,1 g Zoned: HC-EC 9f 983 9547 �= 0 S U Rv 20' Drainage O _ . Use: Automobile Easement DealersZoned: HC-EC �I Dealership 06 cp, DB 3339-701 Town and Country Lane � � ✓�(14101 53' Public R/W 1J TMP 78-9B TMP 78-7 Guadalajara �y Warren A Bushey Corporation IV so9 DB 659-165 DB 3339-701 Zoned: HC-EC Zoned: HC EC Use: Automobile Dealership _ _ _J PLAT SHOWING SUBDIVISION AND BOUNDARY ADJUSTMENT OF J TAX MAP 78, PARCELS 9 & 11 100 0 100 200 300 TOWN AND COUNTRY COMMERCIAL =7 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA U.S. Route Road SCALE: 1" = 100' FILE: 78-09-S2.dw SHEET 4 0 5 Richmond Ro¢d y f Variable Width R/W SCALE: f"=100' DATE: OCTOBER 4, 2007 REV: FEBRUARY 12, 2008 PLAT INCLUDED FOR REFERENCE ONLY FROM "TAX MAP 78, PARCELS 9 & 11 TOWN AND COUNTRY COMMERCIAL" NOTE: THE EXISTING BIORETENTION THAT THE SUBJECT PROJECT DRAINS TO IS LOCATED WITHIN THE EASEMENT LABELED "NEW SWM MAINTENANCE EASEMENT." co L i Bryan D. Cichocki Z Lic. No. 53741 4wu m E 0 0 � u N 6 (n ~ Q O > E w E g U 3 � v U Q LL 3 LL 2 O s Z M Q wJy—� O U a o c- Z O ~X aoa¢ U �� U] Ln Co�� V N x N O Uri O N U) N M C a� z a W U) ui J O Z cD 0 0 z x p N W N W C x Q N U N z 0 DATE n 0612112022 0 DRAWN T. BRIGHT BY —F DESIGNED BY • • T. BRIGHT • CHECKED BY B. CICHOCKI • • SCALE 1"=20' �• —T • am W Q J QQ Z z�~ aww zJ� z a W L H m QJ W Q ULLW O //�� Q r (D Z O F--1 W � >z W O JOB NO. 49421 SHEET NO. C4. Z I OUTLET, 24"RCP �' ' \ \ \ \ \ \ ENCROACH PAST PROPERTY BOUNDARY CURB EP SHALLNOTE: CONTRACTOR H �F Gf INV. (OUT)=404.36' / // \ \ DURING CONSTRUCTION Q ;% I B SD CURB INLET W/MHD CURB CUT I TOP=412.53' rn D. Cichocki Z INV. - - - r VTR- 9 /N1N=408.43' 15" RCP (E) Lie. No. 53741 / / \ \ \ \ / U ~ / INV. 1N=406.79'24"RCP IS) \ \ \ \ \ I I INV. OUT=406.07'24"RCP 24"RCP t11 R / MHD \ IONALGl / -410- - TR,2 1 V IN=415.49' 15"RCP(E) \ \ \ \ \ \ / C&G -------' _ _ _ _ _ INV 1N=415.36' 15"RCP (S) W 1 - 15" RCP INV. OUT=414.77' 15" RCP \ \ \ \ \ E M to � O rr-/24"RCP a^a DRAINPIPE _____\ \ > z --- SD CURB INLET W/MHD w _ TO COLLECT WALL WEEP DISCHARGE -�` p12' PROPERTY BOUNDARY II II \\ PROVIDED IN RETAINING WALL DESIGN ^�' C&G�IR,�� \ \ TOP=421.61' TMP78-9 \ \ _ > E INV. OUT=418.01' 15" RCP \ \ �+ 3 O 400 11 100 / p^� if TCO PARTNERS LLC .�. 3 V RETAINING WALL 401 SWK 6" HDPE ROOF DRAIN / \ \ a a o / EP DB. 471 Q PG. 713 o U. MAX HEIGHT 6' 416.10' CONNECTION / I CURRENT USE. VACANT COMMERCIAL LAND \ \ W L M - - - _ 402 ! / a s i6' / r 115" RCP \ ^ ZONED: HC \ \ w p O f/1 N d 106 1 102 / 4 I I \ \ c0 W '" O r / , •"�O S�'R-2;A,�, :I\ \�� \ \ \ ?i O X N Ul 4 i4- LU 15° RCP \ \ Ln v� z m ca \ '\ 1417' - _ _ - _ - �' FA I /45-, O� I \ \ \ vi O H SD CURB INLET W/MHD / pL p // / 03 �22 - - 203 A- SD CURB INLET W/MHD \ \ g O N TOP=414.96' k 18 _ q�/O ^ > Lu INV. OUT=411.36' 15" RCP ' 1 , _ , _ - a ' _ - ' \ ry Oe 110 �,q TOP=42728' \ \ m -415- , 415 D / p i c Oe 3SS) T/y 0/Q� INV. 1N=423.26' 15"RCP (S) \ \ 00 z 15" RCP -v t 422 - d20 / 3S2 Al Ue INV. OUT=422.51' 15" RCP \ o w g -- ,----_-------_476 - , _ ,' N ' 304 / SWK QA G �/ �� \ CL 25.36' N 64s4 CR \ \ \ H -47 _ ' r / / A 0 / / , _ SD CURB INLET W/MHD\ 4/s \ \ TOP=428.85' \ \ z 5' ti INV 1N=424.95' 15" RCP \ _ ILL W A g - _ _ / / _ _ I OUT=424.85' 15" RCP \ \ 4jJ Q 4 N ' J af 42 15" RCP 4 \ > w O EL - -4j8 \ O - ' 427 F ' I \ a 42 0-IL O a 205 8 dtig I \ \ z 9c 0- 425 i i 4� / / 7�7. I i _ _ \ (n DATE w O-(0> M o - �, A / , - (� 3 M M \ \ c� 0612112022 \ } DRAWN BY Z °a 1 426 / ZZ�425 / ' \ S%R \ \ \ MOP (W `DSOP CONN.) � i0 / , O O / i \ T. BRIGHT O LO 420.39 �� / \ t' % ° 42 % \ \ (S) \ INV. OUT=416.59' 8" PVC 7 DESIGNED BY ri-W 427 / \ a 9 S9 CURB INLET W/MHD \ \ 2.48'\ v 0 / ` l.dV. OUT=428. 5' 153RCP 1 CMG \ •• T. BRIGHT 2" CONDENSATE PIPES. 0.ti ` '43 BY RETAINING WALL SEE MEP PLANS / / `0 / 3 \ FA \ • CHECKED KI MAX HEIGHT 6' I , � ` �\ 15"RCP / \ B. CICHOCKI 4" HDPE ROOF DRAIN 20 ' 207 SA\ \ `\, \ • ' CONNECTION I SQUARE GRATE >> ,a32' \s • • SCALE 4" HDPE ROOF DRAIN 4" HDPE ROOF DRAIN a � � ems, �� / / / - CONNECTION. SEE CONNECTION YARD DRAIN _ pL / ' • 1 "=20' _ 422- ' MEP PLANS (TYP) 209 / 3 0 \ \ a3 • j 4" HDPE ROOF DRAIN 210 \ \ / \ \ 42 I CONNECTION 4" HDPE ROOF DRAIN- \\^ 15"RCP / 4" HDPE ROOF CONNECTIONS \\ `- - -4P3- 427 I DRAIN CONNECTION ' c MHSP=435. ° ° 211 I ��R-�D // TO35' / _ - - INV. 1N=4272�' 8" PVC (E) D 108 / 42� - - _ - 31 I / / INV. 1N=4- 8.22' 8" PVC (S) 109 ' c_ 212 4? / / INV.-6UT=418.13' 8"PVC _ _424 - - - - 3 Oq^ 426� - - - ' 112 ❑ - - - - / ' S'pj° / PROPERTY BOUNDARYa _ 428 � SD CURB INLET W/ 301 v N 1 / 42 MHD N76 39 38 "W i v 8 / _ V 1CL / TOP=422.00' 13.43' / 110 \ I - pL� 9 - I 214 _ _ _ _ r _ / _ _ /- • / I N \ w INV OUT=419.07' 15" _ - _ - - - - 433 �/ /� W RCP NSERTA _ I 4" HDPE ROOF / - - - a - - - - - - r ' J� EP \TEE (TYP) p26' DRAIN CONNECTIONS �- - _ - Qy9 - - - / (/ i - 425 / / ,' - 'a3a' / / �^ \/G / ,,�^^ V l� C�81 1 -430- / / r --__-----43 S �g� - - - r- b� 5� // / V) Z .433 `� �-- -__-__ Qn41 i' �/ \ / / , -�\� // � / z -43 43 - _ q34 _ EP \ \R �7S a29 �b�430 430 / �? CURB c Lq CO \ - - _ / - - - 43LLJ RAMP (ADA) W/ SD CURB INLET W/ MHD DWS / TOP=42559' m Q INV. 1N=421.32' 15" RCP (S) Q V. INV. 1N=421.34' 15" RCP CONC. ,bs6 (SE) \ tis o \ \ ` 43 pM. ��/ / ` REFUSE 434 - - - , - \ / / r / INOUT=421.16' 15"RCP / SSo Agti - - _ ? \ Va/ PAD _ - - - _ _ / / yG rrr 7 MAX ETAINING ` ,' / A /1p /rr/ O \ L 35 - / r } I � �� \ a31 _ / / r Z I -I 73e9Ag°. \ \ 433 '1 / / bg°� - - \ - / Sq / / / / / / \ 1- DEP ESSED u CURB .438 \4434 15b,o �w gQ \ L V TMP 78-98 / / / \ W �g5 / SAN CO ` \ Al Q� - MHD GUADALAJARA CORPORATION IV / TOP=438.31' 5P . \ J A�'� \ TOP=439.20' O DB. 3339, PG. 710 p,9 \ INV. 1N=434.12'24"RCP(E)\ CURRENT USE: RESTAURANT 0 y INV 1N=434.19' 18" HDPE \ ZONED.'HC / ,' r/ CONC. \^ i INV. OUT=433.95'24"HDPE w DRAINAGE FLUME / PIPEINLET, 12"HDPE ' \ // TMP 78-11B1 O (HW, L=4) -� __/ / SANDAV, LLC INV. (IN =' \ / ' )436.68D8. 4559, PG. 55 (VESTING) MHS (W/ DROP CONN.) DB. 4174, PG. 1 (PLAT) TOP=43701' , ' N40018'12' CURRENT USE: COMMERCIAL CAR SALES PARKING TMP 78-9C INV.=431.57' INSPECT. 13.85' %' MHS ZONED: HC - / ARM TOP=439.34' / / TAP INVESTMENTS, LLC / INV. IN=420.91'8"PVC ` 00 / / DB. 3657, PG. 606 \ / / '' INV. 1N=419.72'8"PVC (E) INV. OUT=419.64' 8" PVC Q / / CURRENT USE: NEIGHBORHOOD SHOPPING / DROP (S) \ Z / / ZONED. HC INV 1N=420.11 ' 8" PVC (W)- / INV. OUT=420.02' 8" PVC - / JOB NO. SD INLET W1/ GRATE TMP 78-9A 49421 SCALE 1"=20' / / / TOP=439.48' SANDAVLLC INV. 1N=436.18' 12" RCP (S) DB.3383, PG. 604 SHEET NO. INV. 1N=436.08' 12" HDPE (W) CURRENT USE. AUTOMOBILE SHOWROOM 0 20' 40' / / 6„ INV OUT=435.90' 18" HDPE ZONED: HC C5, Q 5 a c 159 L a A CURB I OUTLET, 4RCP / \ \ \NOTE: CONTRACTOR SHALL n� TH OF f INV. (OUT)=404.36' ENCROACH PAST PROPERTY BOUNDARY / \ 1N=408.43' 15" RCP (E) DURING CONSTRUCTION Q :� EP I D'Z /N SD CURB INLET W/MHD / � \ \ \ \ CURBCUT an D. Cichocld I TOP=412.53' � \ � aos - - - -VTR INV/ / \ \ ~ f INV 1N=406.79'24"RCP (S) \ \ \ I1C. No. 53741 i I I INV. OUT=406.07' 24" RCPd(i0 24" RCP �hll / MHD \ \ SSIONAL / -410- - TR, II 11 ONV IN=415.49' 15" RCP (E) \ \ \ \ \ \ U -------' C&G _ _ _ _ INV. 1N=415.36' 15" RCP (S) W 411 ------------------�-- / �P - I 15" RCP - - / INV. OUT=414.77' 15" RCP \ \ - - �_ \ \ M � O Lo 24"RCPb ^b------------------------ --_ ¢ 0 z ' _ - - - - _ - _ RIM RIM II \ / a p``h 0 --- SD CURB INLET W/MHD \ \ > E w / ` ,412' PROPERTY BOUNDARY 412.68' 412.63' II11 / b /b^1 ^�/ C�GSTR-�4 II \\ TOP=421.61' TMP78-9 \ _ > E � INV OUT=418.01' 15"RCP \ \ �+ 3 O TCO PARTNERS LLC .�. 3 V / RETAINING WALL I EP SWK / /' DB. 4710, PG. 713 \ \ o LL -° MAX HEIGHT 6' 416.10' / I CURRENT USE: VACANT COMMERCIAL LAND \ \ W t M SWK 1 I / I I \ ¢ J U oo z / 0 418.16' / 15" RCP \ \ ZONED: HC \ \ " o m O - ` TW 419.90' II � \\ afANv R z _ BW 414_00= - P TW 422.10' ----- _ -_ I --2AI 4 I I `� \ Z F y M O -3.34% L / p BW 416.21' ° �`b I rvvaz . SCR-9, I I ` . \ O x V v c� •• III \ 3 In V.14 15" RCP \ \ v v z m L i U) H_ SD CURB INLET W/ MHD \ \ o ° > Lf) GV �,q TOP=42728' \ \ v I -415_ TC - pL- I I- - ' 1 oe assort' OR INV 1N=423.26' 15" RCP (S) \ \ 00 J z 15" RCP -0 '44i1-53' k 42Z415 ' - - _ LA SWK/ A 1SWK S2� G �Ue� �VF INV OUT=422.51' 15" RCP \ \ g / 415.65 TC / ' / i b d2 BW 424.i5' 424.25' LP A I 25.36 s444 CRji,. \ `_ \ \ Lu - - - 421.72� - 423.85' - ' / TC ' Dc' 422 ' 3:9g TO '-l� _ \ \ Ui - '47 TC/ - -`// ' 424 3' / ' 1 25-ez' / SD CURB INLET W/ MHD \ \ TOP=428.85' o z TW 415 78' 5 - / - / 0 / TC TC a25.,2s' �/ \ \ INV 1N=424.95' 15" RCP \ \ _ BW 415.78' 4/12.46' TC / t i ' LL 3. / / 427.49' ' , ' 425.83' y'b -' \ C7 ' I / �' TC 26 aTR-2B SE) \ I \ w A . za.3s' 426.14' TC \ -47p` C 4=428.65' / TC 2426.46' TC TC 26.05' 1 �424.59" 424 TC 427-80' \ F \015"RCP U 24.39' TC (Bo NN _ -419 - SWK i TC 425.50' 428.32' / / �QYj,. I \ \ U TC 424.80' , i / Q 0_ ,4jB 24.60' TC 425.38' SWK _ - 427 , a F $. I \ \ N a� a SWK SWK 425.46' FFE=428.65' 4 4' Sqo d A2 I z '~ 424/95' q.25p / TC TC '`?7\ U7 DATE o Lo a) 425 / TS BS ' - a2b.3z' _ - o W M M 0 428.54' ,415.31' �ry�° o O 428.33' / A ` I \ \ \ \ K 0612112022 ro � o TC TC / / / O 426.49' / / 425 \ \ > -Z °e O _ 42a7.7s' 6 SwK / \ JSjR-�C \ \ \ M(DROP CONN.) DRAWN BY co ' 426.00' / 00 / \ - \ OP433 T. BRIGHT SWK 0 i - 7-32' i O 420.39. 7 I ` SWK FFE=428.65 ao AZ \ \ INV. 1N=416.70' 8" PVC (S) 425.55' TC i DESIGNED BY -42U 0_ - TC TC 428.42' TC / SWK SD CURB INLET W/MHD \ \ INV. OUT=416.59' 8" PVC TW 426.5� U 42.1 426.82' 425.66' 428.12. / `� 429.94' TOP=432.48' G' \ \ •• T. BRIGHT / BW 4zosr I TC ba II�V. OUT=428.35' 15" RCP 431 ' �G SWK 428.10'a �� / Fq CHECKED BY RETAINING WALL TC ' TC ` � ' \ • MAX HEIGHT 6' 42829 I 3 ``, 15"RCP ' 427.89' 429.36' i�� \ -H,. TW 427.22' TC FFE=428.66 / TC TC S+A / \ B. CICHOCKI ' I i �429.62' 429.66' 9'7 / ,432' i S / • • BW 421.70' 427.96 FFE=428.07' ' / TC i SCALE / SWK _ / 9 429.80' �iSo �� / ' 428.35' SWK RIM bry TC 42 \� / • 1 "=20' TC i 429.46 4224Zp\ TC 428.08' 427.88' 427.66429.91' TC \ \ x 427.5W- TC / 429.96' / 'Ai. �\ / ' / • 427.76' I SWK A2 ,'t3� �C / / ' • 15" RCP I FFE=428-OT 427.76' TW 42750' TC TC TC ` A2 55'423- 427.36' 427.98' 427.15' \`\� / � / Q ' MHS / d23, -��\ 427.33' 427 TC _ _ � I`� __ l �i� ` , / 428.55' 427.67 4 $ o / ' ' ' S / o RIM 4/ ,-�I%?�D / TOP=435.35' 90 / / INV. 1N=4272i' 8" PVC (E) TW 427.00 is RIM � ' -427 _ GND � _ © 427.15 � �I BW 423'6 ' ,� (I _ 426.46' SWK TC TC - - - - - - - SWK 431 0 �i \ �y A? / TC 428.4 �- ' 428.52 428.65' 428.41' _ / / / INV. 1N=4'%8.22' 8°PVC (S) TW 426.39' �\",e S , ' TC i 428.28' �_ 428.23' / 4 '\ l INV -OUT=418.13' 8" PVC am BW 424.64' TC 427.66' i TC o / SWK ) 426.37' �� 428.43 4 $4r ^ , 428.56' ' ' I I6 _ oova=,o ,a24 ' C%X i o , _ _ u �� n RIM _ , Ss� PROPERTY BOUNDAR,Y'A 426 - _ ' _ TC / SD CURB INLET W/ / / ^ 427.74'428.74' / \ ,0 OO 428-6 0p A°l0 ao _ _ - 2 \ / - - - - _ _ R3�Z" - 433.41' MHD N7603938"W / a �p to N /0 428 LP 3 TC 43 . 1' / / cli` / n a ' 13.43' RIM y / ry0 - _ - 9 N 427.29' 132.28' TC / TC w� v TOP=422.00' 42 .16' / // '4PJ 'D` TC _ _ _ - - - 433.1T 433--434.31jr- e / I \ w w INV. OUT=419.07' 15" _ - - RIM - / l'C RCP 426.00' _ - ' 39 azassi 1.92% - - // R26• '2.uo% 428.55' _ '�0 - - - i v 434r59' 5 ! / - - - i , / / _ R SWK / - 42 / // / , - - - - - - - - - _ _ _ - 433 432.34' dad- / Q ij C>8 430 - as A3� - - - - - _ 43� 8, ,M / z / / 29 _ - - _ _ _ _ ' TC / / rn TC _� BW------' sqN - _ _ _ 432.26' // A3 / �s , ti / / \�� ' z Q A TC CC'' TC y Q_ 429.77' 430.06' N 430.11' .433 iTC 433.98' J / `y' \TC_ / , / 430.60' _ - - _ R`31 _ _ i 433.00' �`�` / / / \ / ,D cl�// I - F.O 429.89' i -43 - / TC - _ SWK \\ TC i S \\1 �430 C TC / TC i 43 43079' - - - _ -434 _ 433.22' v' 435.20� 430.36' 429.88' 430 / �? S rL _ �G / Aid sC d2 \ - _ 430.26' / C '�9 tP° 23 /// J Q CURB a,q'�'7 �O,� _ _ TC RAMP Cif' / `R°�•9 \ 1 430.35' 43120' / ,GRD _ 34 ;:_ �431.10' TC TC it 9P� �� - - - \ J \ y4 433.6T I \ s / _ _ _ _ I %a3�7.36- (ADA) W/ SD CURB INLET W/ MHD \ / 3p \ _ / _ - 3? - 35 5 Tc a rC / 7 DWS �O A - - - - - - - i 43 0�° i i 4a 433-87' 435.76' i ' / 8„ S / / z / TOP=425.59' !� T`c - 6 0 1.4T- - - - D 43 °I0 435 83' / / �1 /Q/ \ / % / \ � / INV. IN=421.32' 15" RCP S TQ c 3 . ' 431.9 p� ' ^' - TC _ - !G\ / / F w Q INV. 1N=421.34' 15" RCP O e \ A \ 432 g, / q / CONC. 433 - - SqN ' a35.7o' TC /� p \ /yT m (SE) \ \ Ls \ 43 ?M '/ ` REFUSE - - ,P y6 435.75 a36.z8"� / / % / W v - - � PAD / _ -� _ - � ' / j / MATCH EXISTING TC Q INV. OUT=421.16' 15"RCP l \ l s's A ? / / rvva3sao \ 437.27' \ w O � � �1 MAX ETAIN\ING �TC/rrJ ll 0 HEGHT 5.935 C 5.84' a33as' 435.A3z 433 3q QDEPESSED MATCH EXISTING TC �W^RCURB w 432.32' 434 rO_ b,30 A`�g�W \ II nn R T dV \s \' TC ` 435.93' 2� MHD TMP 78-9B / / �� A SAN CO \ �, Iv ` \ TC_ s �_/ �0 - �' ' O w GUADALAJARA CORPORATION IV / / / _ TOP=438.31' 5P ` . \ 43a.81' / \% oA�O \ TOP=439.20' J DB. 3339, PG. 710 // \ MA CH EXISTING �` �A9 \ INV. 1N=434.12'24"RCP(E)\ / ' s ; 5 INV 1N=434.19' 18"HDPE I --I CURRENT USE: RESTAURANT / / / / 4 .21' c / �Q _ J� MATC G TC INV. OUT=433.95'24"HDPE \ Q ZONED. HC / \ , / CONC. / 439.55' 1 1 DRAINAGE ` FLUME / W /d PIPEINLET, 12"HDPE �J \ / / TMP 78-11B1 (HW, L=4) -� _-/ 0` SANDAV, LLC INV (IN)=436.68' \ / DB. 4559, PG. 55 (VESTING) MHS (W/ DROP CONIC) `'�. \' %' D8. 4174, PG. 1 (PLAT) \ / / / TOP=43701' \\ N40018'12" CURRENT USE: COMMERCIAL CAR SALES PARKING TMP 78-9C INV.=431.57' INSPECT. 13.85' 1 MHS ZONED: HC - \ / ARM TOP=439.34' _ \ / / TAP INVESTMENTS, LLC // INV. IN=420.91'8"PVC () _ 00 < \ \ \ / / DB. 3657, PG. 606 ` �� / INV. OUT=419.64' 8V PVC _ Q \ / / CURRENT USE: NEIGHBORHOOD SHOPPING DROP (S) \\ _ z \ \ / / ZONED. HC INV 1N=420.11' 8" PVC (W)- \ / INV. OUT=420.02'8"PVC oe NO. SD INLET Wl/GRATE TMP 78-9A 49421 SCALE 1"=20' / / / TOP=439.48' SANDAVLLC INV. 1N=436.18' 12"RCP (S) DB.3383, PG. 604 SHEET NO. / INV. 1N=436.08' 12" HDPE (W) CURRENT USE. AUTOMOBILE SHOWROOM 0 20' 40' / / 6" ZONED: HC C5.1 INV OUT=435.90' 18" HDPE /414 b SO CURB INLET W/MHD ' TOP=414.96' FINV. OUT=411.36' �5 - - 417- Aq5- --_ 9 _ 41' c a i c �p1,`IH OF a, 108: MH 2 301 : DI 3B 6 ft Throat 100: DI-3C 8 ft Throat :%Z rhGtl STA P 41 .63 v, n O o 5 INV I Bryan D. Cichocb Z INV I Uc. No. 53741 INV OU Z�/Z�22 0 0 50yU SSIONAL PROFILE SCALE M E O 0 U N >E Z w a E � w - Z ~ V w 3 0 Q w 3 V a � o w O L M Z Q J U W Z w -vi O 0 CL z 30�� O x N � Q D w 0 E n= c N z CO H U > O N c a, N N W Z g F Ln N J Z o .. = LL C7 0 x O N W N 0 = Q N N O~ n DATE 0612112022 0 } DRAWN BY T. BRIGHT • DESIGNED BY 9 50 9 ) (� 50 • T. BRIGHT S C 100 S IC 403. S `j 08 S C 301 • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' B. CICHOCKI VERT SCALE: 1"=5 VERT SCALE: 1"=5 : • SCALE 104: MH-2 208: DI-3C 6 ft Throat 210: 15" Basin -Square Grate 102: DI 2C 6 ft Throat S STA 11+95.58 STA 12+03.52 1 "=50' TOP 427.66 TOP 427.15 • INV IN 420.84 (209) INV IN 421.12 (211) ° INV OUT 420.64 (207) INV OUT 420.92 (209) O `m m _o m o m � E_04 0 0 N L O `-' O M .N. U oD H N� H V 6 F V p p ' � M M W V y 0 Lo STR-2A1 �Nu�r °° omNo °' mo co N m��04 v STA10+02.66 °M°NNOp U°?N OMEN a }roF CL +V� F N} 1�� F M}f� H ��N� TOP421.61 0� z p�az o�az O rQaO lNVlN418.21 (203) Qa j > i6Qa> > NQo - �O> INV OUT418.01(EX4) v~i�? ? N�Oz z NU°Z z N(nHZ 440 440 w I- 4 435 435 EXISTING V / Q GRADE Q ' ^ PROPOSED v I 7 � w 430 GRADE _ 430 Z j J EWER PI E 2-3 Q , w LL TRENCH J i DRAIN Q O 4. w 425 425 ~ m (2 w Q / 1.3' w CG / / 6" C SS 52 2�' � 0 6 DIP WATER INE A z L.L z z 0 420 211 Q Q ~ 2 420 0O o ,^ 205 61.07' OF 15" HDPE LL LL w v / 15" HDPE @ 1.00% O O LJ 112.11' OF 15" HOPE @ im% @ 1.00% 209 415 415 O 19.89' OF 15" HDPE 213 0 15" HDPE @ 1.00% 74.96 OF @ 1.50% 12" HDPE @ 2. 0% 410 410 405 405 CO o °J ^ CO .� rj fp of ap O O R a V R V 7 V PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. JOB NO. 9 00 9 50 49421 STRC 100 - STRC 112 STRC 104 - STRC 214 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7 0 TOP 412.63 N � M W � N ri � � 403: DI-3B 6 ft Throat INV IN 407.71 (101) = g � � z � STA 10+69.97 INV IN 407.71 (400) " v Q LL > > � TOP 415.58 INV OUT 407.51 (EX6) v~i z ? INV IN 411.23 (EX8) INV OUT 408.98 (402) 435 435 430 430 425 425 420 PROPOSED 420 G DE 415 415 2' EXISTING 410 GRADE 410 42 48.5 ' OF 1S' RCP 405 0010 405 400 19.70' OF 18" RCP @ 1.00% 400 400 h V v TR 1 - TR 4 - TA 10+40.28 STA 10+24.22 TOP 421.75 TOP 420.52 INV IN 415.87 (105) INV IN 413.85 (103) INV OUT 414.03 (103) � INV OUT 407.95 (101) C7 m m ui m °' o o � _ U L O `•.' L � .•' N 100: DI-3C 8 ft Throat � I.- N 108: MH-2 � m �:. �' � m m STA 10+00.30 m � o � �O STA 12+20.13 m � °'? N m � � m(+O `- N a TOP412.63 UnNO TOP 426.46 C)M N N+�� ?+'Ov � NMN� °°F INV IN407.71 (101) p�az � INV IN421.00(109) p�az � �QaO INV IN 407.71 (400) id Q a > > INV IN 418.83 (300) � � a0 j > � F p Z � ~ INV OUT 407.51 (EX6) � � � z z INV OUT 417.86 (107) � rq - 435 435 PROPOSED EXISTING GRADE GRADE 430 430 APPROXIMATE TRENCH INCLUDES FETY BOTTOM OF BLDG DRAIN S (SL-1) FOOTER=423' 3.5' 425 � / IN. 425 L - RETAINING WALL 11 ✓ / z 121 z z 80' OF Q 420 Q � NOPE � p 420 0 2 00 ° 109 O O O O O 19.3 ' OF � � � 107 LL FOQOQ z L105 L z 15" DPE @ 1 00°� 415 � 142.36' 415 18 HORIZONTAL DISTANCE OF BLDG FOOTER TO PIPE = 10'. APPROXIMATE WALL 37 4 ' OF @ 1.0( - - - - BOTTOM OF BLDG FOOTER EL. = 423' @ 45° RESULTS IN FOOTER ELEVATION 18" DPE A LOAD PLANE ELEVATION = 413' @PIPE. 10 @ 1 � 0% PIPE BEDDING EXCAVATION TO DEPTH OF 416'. 410 410, 1806 O 410 ROOF DRAIN CONNECTION ppROXIMATE @ 1.00% BUILDING LOA LANE EL. = 41 ' 23.68' O 405 STEP DOWN STRUCTURE 405 @ 1.00°i6 WITH 2' STEEL PLATE. 400 400 CO �n N rn a v o co R 7 R tl 7 7 h R a rn 0 co L STA 10+00.00 STA 10+15.64 TOP 426.46 TOP 425.16 N 421.00 (109) INV IN 420.60 (EX N 418.83 (300) INV IN 419.26 (EX9) T 417.86 (107) INV OUT 419.06 (300) 445 445 440 440 435 435 430 430 PROPOSED GRADE 425 425 5. EXISTING GRADE 420 420 415 415 300 15.64' OF 18" HDPE @ 1.50°k 410 410 v N v TR 1 - TR 1 5 Bryan D. Cichacld��, Lie. No. 53741 0 STA 12+27.o��SSIONAL�1 24 3 0 50/U TOP 428.52 PROFILE SCALE INV OUT 425.25 (2-3) STA 11+88.19 2 Mo E STA 10+00.00 TOP 428.84 rn ° TOP 438.36 1 INV IN 424.86 (2-3) N c H INV IN 422.78 (1-2) INV OUT 424.66 (1-2) > E w 440 440 445 445 445 445 445 445 440 440 w v E �vv3 V ¢LLi 3 U. 0 W o m6 Z W L M Z) ¢_1 Voo Z d —ui O O � > 0 N V C7(A �� a Z v M O 30 nx N ul oa ==LL o n= N N Z m F� >m Lo w �M a� z �� g CONNECT W TO EXISTING rn WATERLINE. J CONTRACTOR TO o Z VERIFY LOCATION = LL AND ELEVATION 0 p N w N w Q N U 0 ¢ N z O n DATE 0612112022 O } DRAWN BY T. BRIGHT • DESIGNED BY • T. BRIGHT • CHECKED BY 00 50 50 00 50 • B. CICHOCKI • • SCALE 1 "=50' 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+00 10+00 11+00 9+50 10+00 11+00 11+50 • CLEANOUT TO STR 1 FIRE LINE A FIRE LINE B FIRE LINE C FIRE LINE E • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 440 440 440 440 v I CONNECTTO Uj EXISTING WATERLINE. CONTRACTOR TO VERIFY (— LOCATION AND ELEVATION v , Q ,^ zL_j > 1- 4 w LL zQo zm� J Q U o Q z J z J r- I� O - W � om 00 0 14 zo 0 I— 50 50 9+00 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 FIRE LINE D WATERLINE A HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' — VERT SCALE: 1"=5 VERT SCALE: V=5 JOB NO. 49421 SHEET NO. C7.1 \ \ � � PROPOSED ISTING PROPOSED GRADE DE BUILDING 435 WALL 435 430 430 FFE = 428.65 2�1' 425 2-3 425 1- 1.3' 188.19 OF 39.05' OF 6" P C 6" Ductile ron @ 1. 0% (C� 1.00°k 420 420 [STORM INTERNAL DROP CONNECTION PIPE 213 WITH DOGHOUSE STRUCTURE 415 415 EXISTING SANITARY PIPE 410 410 405 405 10 00 11 00 12 00 13 V 7 R R V 435 435 PROPOSED UILDING WALL SPRINKLER ROOM 430 430 PROPOSED GRADE 428.65 "CLASS 52 r�3 5.2' 425 DI FIRE LINE 425 6"X6" TEE FROM WATER LINE A 3.5 WN, 420 420 / 11.25° EXISTING � VERT.BEND GRADE 415 415 1� O W Zoz+ oC7 o 410 � �� 410 405 405 10 00 11 00 11 � b a a N a rn 3 0 co L PROPOSED BUILDING 440 WALL 440 FDC PROPOSED 435 G DE 435 EXISTING GRADE � 430 430 FFE = 428.65 � 3.5' MIN. 425 425 6" CLASS 52 DIP FIRE LINE A 420 420 Z O V Ho wo 415 mv~i vc~i� 415 410 410 10 00 11 00 11 r\ r, a o a FIRE HYDRANT 440 ASSEMBLY 440 EXISTING GRADE 435 435 PROPOSED GRADE 3.5' MIN. 430 430 6" CLASS 52 �� DIP FIRE LINE B 425 � � r w J N 425 ww o� >°�° WH ZO w0 ~ ao u� rn m � 420 420 415 415 410 410 10 00 11 00 11 v 440 440 435 435 FIRE HYDRANT PROPOSED ASSEMBLY GRADE 430 430 ISTING GRADE 425 425 3.5' MIN. 420 � 420 � W N w � 0 6" SS 52 H w o_ DIP IRE LINE C XQ OQ 415 io� mv~i 415 410 410 10 00 11 N v 435 435 FIRE HYDRANT 430 430 PROPOSED GRADE 425 425 3.5' MIN. EXISTING GRADE 420 420 415 � 415 � w rn v 6" CLASS 52 w W z J N O H �° DIP FIRE LINE E O FW XQ >�W� O QmQ 410 m� �O �rn� 410 405 405 10 00 11 00 11 0 v 435 435 � PROPOSED BUILDI G SPRINKLER PROPOSED WALL ROOM GRADE 3" D MESTIC LINE 430 430 FFE = 428.65 \ 3" WATER � METER VAULT 4.5' ` � 3.5' 425 � 425 FHA EXISTIN � GRADE L� 6"X6" TEE � TO FHA 420 z 420 w 6' CLASS 52 ST RM Q D P WATERLINE PI E 207 � 415 � 415 O M °p Z W O M °0 1� ~ O n n Lll w +o O +o � +o w 0 rn � z Z � _z , � Z ,+�, ❑ ~>� m CD > ~ J m W � 0 .> °p io � °�' N v � io � m � v~i °�' io rn � m 410 410 405 405 10 00 11 00 12 00 13 00 14 00 15 00 16 00 16 o� °o o� r� °o N N � w CO R CO M M M M N N N N N � ^ � IRON (F) 409 --- \ -410— i II i i II - - - (16) ARO ABR- _4j2- -PROPERTY BOUNDARY (3) GIN PSG —\ (36) ITE SPR i / / — — —474— i (26) ILE GLA / (4) ACE OGL II / W 4. Z -4j Q 41p z � I SWK 420.39" A / z r ' -421 422- 5) \ 15" RCP - - -423- a23- '_-424-----� N76039'38' W 13.43' / — MA / MAi NAIL (: II V (11) ARO ABR _ 4zn �(23) ILE WIN' b — XI 429- i �43 (9) ARO ABR 30 43j +�s`s 3 � G 433 X TMP 78-9B / �W A j GUADALAJARA CORPORATION IV DB. 3339, PG. 710 / CURRENT USE: RESTAURANT / —\ ZONED: HC / \ i IRON (F) `D) TMP 78-9C TAP INVESTMENTS, LLC DB. 3657, PG. 606 CURRENT USE: NEIGHBORHOOD SHOPPING ZONED: HC (Os` TMP 78-9 \ \ TCO PARTNERS LLC \ \ DB. 4710, PG. 713 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM'OCTOBER GLORY' ACE GOL ACER SACCHARUM 'GOLDSPIRE' GIN PSG GINKGO BILOBA'PRINCETON SENTRY- PLA OCC I PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS SHRUBS BOTANICAL NAME ARO ABR ARONIAARBUTIFOLIA'BRILLIANTISSIMA' ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM CURRENT USE: VACANT COMMERCIAL LAND ZONED: HC \ \ EXISTING VEGETATION NOTE: \ THE EXISTING SITE WAS PREVIOUSLY CLEARED \ BETWEEN 2007 AND 2009 AS CAN BE SEEN IN IRON (F) \ ALBEMARLE COUNTY GIS AERIAL BASE MAPS. AFTER THE SITE WAS CLEARED SEEDING WAS REESTABLISHED THE SITE IS MAINTAINED BY OCCASIONAL MOWING WITH A SOME SPARSE TREES THAT HAVE TAKEN HOLD WHILE =` THE SITE HAS AWAITED THE HOTEL MARKET RETURN \ AFTER THE 2009 DOWNTURN. (14) ITE SPR (9) GIN PSG A )ILE GLA A A / V A m i • � `ti A`Z ' (6) ARO ABR- - A �(12) ILE GLA A V A WK \ / 4 9.94'/ A 0.ti0 -431 \ (16) ITE SPR \ / (9) ILE WIN _ no ' G 1001, 13.85' PK kAIL (F) A A14D 4.36' I / I a\�l / / dg3 / / / I PK AIN PK NAIL (F) DB. 45� DB. CURRENT USE: CO, TMP 78-9A SANDAVLLC DB.3383, PG. 604 CURRENT USE: AUTOMOBILE SHOWROC ZONED: HC BOUNDARY p36 I INAG� NAIL (S) SCALE 1"=20' 0 20, 40' SCOTT W. WILEY No. 1629 12/20/2022 ,j 0M E N u N N >E w °1 E y F w v 3 LL 3 0 LL o wO;6 Q _1 U I W -i —� .. d N Er.°'v =x 0Q �v _ N = U m c 0, OO, uYi N � M a� kD� 0 O 2 O 0 H 0 x z 0 0 O am O ce t7 H z w O u Z Z) O z V O z �O U) U w m 0 Z) z F Lu z g F J z z rL H 0 DATE 0612112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY S. WILEY SCALE 1"=20' ui o�z a z z" zQw w zLuQCO LV a U U LL O Q } Sz O Q z 0 JOB NO. 49421 SHEET NO. L1.0 L County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 1I1-284-111-297 for complete specifications) 1. The followine items shall be shown on the Plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markines• 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor onsito; - 4. Equipment Operation and Storage: - 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplincs of trees to be saved. - 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to he saved, a tree well shall be provided and a construction detail L- submitted for approval. 10. Tree Walls: - -F � !- -J _ 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail -EI- submitted for approval. 11. Trenching and Tunneling: 9 I t- 0 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees a",ossiShc *unr�e n L under a large tree shall be considered as an alterative when it is anticipated that necessary trenching will destroy,feeder too L- —F 12. Cleanup: , - IF � , �-F�- 0 Protective fencing shall be the last items removed during the final cleanup. L - I� L I - 13. Darnaeed Trees: Uh- J _ ,[. -1 = 5 f J 0 Damaged trees shall be vested immediately by pruning, fertilization or other methods recommtended by &.`;; pexl' P NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / REQUIREMENTS. p L- � T OWNER to L SIGNATURE (DA iF GJr 5/1/06 Page 1 of I 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 t/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 V Il Ivl" 1 "f DECIDUOUS TREE - STAKING SPECIFIED INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS F THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP y3 OF BAI BACKFILL PLANTING PIT WI1 NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE �)_ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES 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 V COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 4 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 425SF ACE GOL 4 ACER SACCHARUM 'GOLDSPIRE' GOLDSPIRE SUGAR MAPLE 2.5" CAL. B&B 234SF GIN PSG 12 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL. B&B 17SF PLA OCC 9 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1308SF QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 395SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO ABR 56 ARONIAARBUTIFOLIA'BRILLIANTISSIMN BRILLIANT RED CHOKEBERRY 24" HT./SPRD. CONTAINER ILE GLA 44 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 49 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 81 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER STREET TREE REQUIREMENTS *per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED TOWN AND COUNTRY 114 LF 1 LARGE SHADE TREE PER 40 LF = . (114=40) 285 3 LARGE SHADE 4 LARGE SHADE OF FRONTAGE TREES TREES LANE OLYMPIA 459 LF 1 LARGE SHADE TREE PER 40 LF (459=40) = 11.46 12 LARGE SHADE 12 LARGE SHADE DRIVE OF FRONTAGE TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS I REQUIRED PROVIDED 5% OF GROSS PARKING 39,687 SF 39,687 x .05 = 1,984.35 SF 1,985 SF 2,620 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE PARKING LOT 1 TREES PER 10 122 PARKING SPACES 122/10 = 12.2 13 LARGE SHADE 13 LARGE SHADE TREES TREES PARKING SPACES TREE CANOPY REQUIREMENTS *per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE LOT AREA IS TO BE COVERED BY TREE 104,544 SF 104,544 x .10 = 10,454.40 SF 10,455 SF 16,587 SF CANOPY NOTE: -ALL SITE PLANTINGS OF TREE 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. 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 SEWERNVATER 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. SCOTT W. WILEY No. 1629 l 2120/2022 ,j o E 0 fn N w > E ai E O w x > 3 } F w v LL 3 Z o LL o O wO;6 O Q Lu U j U cc Z cow—u; d i 00 Z 0 O N (7 Lu M r H to Z = X U z_j a w O m o R U) X =N Z F =U > M to U) orn w Z co a F w F J Ui Of Z Z 0 O 2 O 0 H p N N 2 Q 0 U Z O DATE to Of 0612112022 O DRAWN M.RACHNER BY DESIGNED BY • • M.RACHNER • CHECKED BY S. WILEY • • SCALE N/A no 0 LU J Q '' ^D^ LU V/ Q C) 0 Q > Qw Z z LU I—� m J LULL 0 O QU z J ? LU � O z U O z Q J JOB NO. 49421 SHEET NO. L2.0 Luminaire Schedule Calculation Summary Iud•]Nq 1.4 LLI Z Q Z O U 0 Q ?ON z MAG NAl O 0 0\ 0.0 N76039'38"W 13 .0 0. MAGI NAIL (S� / / /vlr / 0-VO GUADALAJARA CORPORATION IV DB. 3339, PG. 710 CURRENT USE: RESTAURANT ZONED: HC IRON (F) IRON (l .1 Tag Symbol Qty [MANUFAC] Label A 12 COOPER LIGHTING SOLUTIONS -McGRAW-EDISON (FORMERLY EATON) GLEON-SA3D-74o-U-T4W-HSS B 3 COOPER LIGHTING SOLUTIONS-McGRAW-EDISON (FORMERLY EATON) GLEON-SA2D-740-U-T4FT-HSS C 6 COOPER LIGHTING SOLUTIONS- McGRAW-EDISON (FORMERLY EATON) GLEON-SA2D-74o-U-SL2-HSS ____________________________________________ I•-------------------- ----------- .<-------- I I II OLYMPIA DRIVE I "4 II II /( •5 0. IRON (I �� 0. M Label Units Avg Max Min Avg/Min Max/Min Parking and roadway Fc 4.35 8.1 1.1 3.95 7.36 Property Line Fc 0.22 0.5 0.0 N.A. N.A. V A TMP 78-9 V A TCO PARTNERS LLC \ DB. 4710, PG. 713 \ CURRENT USE: VACANT COMMERCIAL LAND \ ZONEDI \ \ V A V A IRON F 4.2 4.1 5 3. 4. 3.9 3.8 .3 \ \ - 4.5 4• 4• 44 3 •5 3.8 4.4 4.9 4.3 4.5I 4.5� 3• 0• + + + + + + + + + + + + + + + I +\\ 0. 3. 3.9 4.8 5.6 6.4 6• 5.2 5.0 4.7 4.5 4.4 4.2 4.8 4.8 3.8 4.2 4.5 4.5 4.5 4.3 HIII + + + + + + + + + + + + + + - III/ -F- + + + + + + + + + \\ 5 3.8 4.5 5 3 6.o 6.5 6.6 6.4 5.2 4.6 4.4 4.3 3 9 4•0 3.9 3.8 4 t 4.8 5.4 5.8 5.6 4.9/ 4.3 3.9 + + + + + + + + + + + + + + + + + + + + + + + + + 0• 4.8 4.1 4.6 .7 5.3 5.9 6.4 6. 5. 5. 0 3.z 3.8 4.7 5.8 0 5.9 5.4 4• + + + + + + + + + + + + + + + + + + 4.8 3.2 •2 5.0 4.7 4.7 5• 4• 46 3• 3• 3• 5•1 5.4 5.2 5.3 5.3 5.0 4.3/4•1 r- 0' \ .� 3.z 4.3 4.5.. .o .7 0 .o 7 3.7 3.7 4 4.6 4.8 5 \ o.i \ 4.9 3.5 3.5 3.0 AA t_ .4 3.4 •3 2.9 4.7 4.6 4.3 1 + + - - `-------�� + + + + + + + + 4.9 4.0 i.4 2.3 3.6 4.8 4.8 .3 o + + + + + + 4.9 2 1.9 3.4 5.3 4.8 4.3 5• s) 2 + + + + + + + 4.2 7 I 2.4 3.8 5.7 5.4 4 �3 + .4 � i.8 3.4; 4.5 5. 6.0 5.8 + .2 �\ PROPOSED BUILDING � � 0 3 3.8 I +•6 +•4 4 5.3 5.7 6.2 5. 4.6 4.3 I 4.0 5.4 5.6 5.6 6.o 6.1 5.0 4.3 + + + + + + + + + + + 4.2 4.1 4. 6 8 5.3 5.4 6.2 6.2 1 .4 5 \ i + + + + + + + + + + 4.0 3.8 4• 1 7 5. 5.3 5.5 � 5.9 5• 5.6, 8. _O_ 1 pnw� 1 Imo- 33 1 �3 3.0 4.0 4. 4 8 � 5.4 6.0 5.8 0 � + + + + + + + • + +_ + + + + + •+ - + + + + + + + + \\\\\\\\ z 6 4.5 4.7 4.4 3.8 1.4I 1.5 1.6 t.6 1. 2. 2. 44 5.2 5.0 5.4 5.9 5.6 4. NOTE: - Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle -The mounting height for the site lights includes any proposed base and will not exceed 20' in height. - A LLF of 1.0 was used to calculate this photometric plan. PK BOUNDARY 4.7 4.8 4.0 4.6 5.6 5.0 4.3 3. 2. 1.1 2.0 z.i z.i 2.2 2.3 .1 2 2. 2. 3 3 4 3 7 9 6 5 4.0 4.5 5.0 5.8 5.2 - / / NAIL + + + + + + + + + + ` �- ❑ I+ + + + + + + + + + + + + �\.. + + + \\ (�� 0. ��; 4.0 4.7 4.7 4.2 4.4 3.9 3.2 2.6 �.5 2.7 3.0 2.9 2.8 z.9 3•3 2.9 2.9 3 4 3 4 3.2 3.3 3.6 4.0 4.8 5.2 5.1 4•1 3• 0 4.7 4.8 5.3 5• 4.5 2 0. a / j0• �� + + + + + + + + + + + + + + + + + + �gq + + + + + + + + + + + + + + 5.5 4.7 4.2 3.5 3.6 3.9 4.0 3.6 3.8 4.z 4.1 2.9 2.3 2.7 3.7 4.1 3 4.6 �1 o. .9 4.0 4.2 4.5 5.1 5.0 4.4 3. 2.7 5.4 ; 5.5 4.6 4.3 4.7 A. ... \ , + + + + + + + + + + + + + + + + + + v 6 .9 .3 .0 5 3.4 3•91Ro 2.5 z. 3. .o .4 .2 5.2 4.9 4.9 4.5 3.5 2.8 4.0 5.5 5.6 0 Sq �, l + 0.3 0 �+ + ,+ + / � / 6 .8 •5 4.9 4.3 0• .7 .3 4.2 4.4 4.1 ,\4.8 4.2 2.6 1.8 2.4 3.3 3.8 3 / PK NAIL 0. / .2 i �(F) o - 6 6 / + + + + I�•2 0• ASS• + + + + + �+ + + + + + + + \ + `0_1 BB 3.5 3.4 4.2 A 0. °S'w �y 8 4.2 5.5 5.3 4:g-Sgt-0 2.5 1.7 1.7 2.2 2.9 3.5 '�.5 / •1 / o. - ,, + + / 0. 3�9. 16 + 3 3.4 + 0 0 O 5 4• 4.7 3• 5 3 3 /s+// j / � NAIL (F) z.z + 0 - - - - _ IRON + + 8 z z6 st.8 / // 0.1/- 8 9 \ t.-26 3 0' O •0 47 3 35 i. / 0.1 / I 1 - -;�% / -- w I -- 0.1 _- - - ��\ 0. c3. 2.9 i.8 i s; 0.1 0. / / �� y / 0.- 0 0Sp � MAG �� 7 P ��p�00 \ \ Cl) 00 o. i o IRON 5 / z TMP 78-9C TAP INVESTMENTS, LLC (sJ o • 5 � / / TMP 78-1 1B 1 - 0.4 _ / SANDAV, LLC \ DB. 4559, PG. 55 (VESTIA SCALE V=20' r�15 1 `0018'12"W 13.85' IL DB. 4174, PG. I (PLAT) CURRENT USE. COMMERCIAL CAR S. ZONED: HC - 0 20' 40' SCOTT W. WILEY No. 1629 12120/2022 ,J o E 0 H N a w E al E O w UJ 3 F v w Z} o LL o Z) w O;6 O Q U j U co Z ww-� 0 z d i O N r 0 C7 W M H (n Z = X U W K a ca oX (n. U CN U kD Z F- = > M I, L6 U) o w z a LD w F J Ui Z Z Of 0 x 0 0 p N w N N H UU N N Z 0 V) DATE 0 0612112022 DRAWN BY M.RACHNER DESIGNED BY • • M.RACHNER • CHECKED BY S. WILEY • • SCALE 1 "=20' Q J V LU U U) Q W Z Q ; wOJ z�= zmFl (� W LL < 0 r/ U 0 Q } Z J S (� z = OLU I� � J I --I JOB NO. 49421 SHEET NO. L3.0 5 a z 0 d 0 3 c a. D a� o n� 12Z 20 c Aw E2 a c m a0 O � 3 ti Z In 0 � a 6.2 �0 e§ a dm 2 Y X C 0.0 � c `o d6 06 a c Ma 10 a 0 N 0 W m 2 �N mOC a 0 c 0 m nE 1.1 .E L G1_EON-SA3D-730-U-T4W-HSS-BZ AA Ordering Information Mounting Details Optical Distributions �V SAMPLE NUMBER: GLEON-SA4C-740-U-T4FT-GM ArymmetdcArw Oiatribueone r Standard Arm (Drilling Pattern) Quick Mount Arm QM and QMEA Pole Mount QML POIB MOUM 72 ISO!T3 US T4Fr T4W SLA, U y (Includes fixture adapter) (Type 11) nVpe ll with Spill CAnmg1) (Type 111) (Type 111 with Spill Control) (Typ IVForvxr row) (Typo IVLAOI (Type IV with Spill Control) SCOTT W. ILE1 a- - •• 3/a'119mm1 • Drive Oreparature Diameter r I T;r4. cal NO. 1629 2" Hot.IGlEON=GelII M1=15Do A=&OOMA ]22=10CR1. 2209K U=1202JN 12=Typell IBbdd=Arm for Round or Square Pole AP=Grry [51mm] #BM-6LmN=Galleon, SA2=25quares 8=800mA ]2]=JOCRI,2]OOK 1=120V M=TypellRoadway EA=EMen&dArm• B2=Bmnze ■1VIK` 5 n■OWmI 7.1s-[mml /2/20/2022uyAmerican ActSA3=35qref C=1MOmA 730=]OCRI, 3000K T--208V T3=Type Ill MA=Man Arm Adapter" M=Black ]NI°[22mm] LT 77mm1 4• 18F•r9H�piant•SM45quares D=1200mA" 735=ID :3500K 3=24-0V nR=Tpe III Roadw WM=wall Mount W=DarkPlatinum 1-54•TMHaPoX=Galleon, SAS=Ssquares• ]40=JGCR,4000K 4-277V T4R==Type lV ForwredThrow 0M=Quid Mourn Arm(Standard Length)" GM=GraphiteMetallicm]McGraw-Edison TntleAgr¢emmtaAM &6=6S,wm, 750=JOCRI,S000K 9=34]V'a T4W=TypeIVWide QML=QmckM0unlAfm($MndWLengh,Lege)" WH=WhxeCompliant• SAJ=]Squares' 760=JGCR,6000K SNo=Type V Narrow QMEA=Quick MountAn(EMnded Length)'' MUM=Cumin (2)9/16"[16mm] Wm+ISAS=B Squares' BD=BOCRI, 2JOOK SMp=TypeV Square Medium Calm Olameter B.N ■ S9om`� ��- M9=95quarea` 890=80CRI, 3000K SWQ=TypeVSquare WMe Holes 4diliAf 7•AL• IUdmml p(:ar prymmetde Railway Distdbutiona Symmetric Oistdbutiona AAB=AmbW, 590nmaae L18imn] Drmm y N RW T2R T9R 5ND 5MD 5WD GLEON Galleon SM-10 Squerea' SL2=Type ll w/spill comma IWmml US -Type 111 w/SpIll Congo IRactenBUlarWideTypep (Type ll Roedwey) (Type 111 Roadway) (TypeV Square Nadmv) (TypeV Square Medium) (TYpaV Square Md.) SL4=Type IVw/Sp111 Camrel SLLaO° Spill Light Eliminator Left RLR=M' Spill Light deTVstgr Right QM Quick Mount Arm (Standard) QMEA Quick Mount Arm (Extended) LJ AFL=A angu1arMtiw Wide Typal Cry E (J) Area /Site Luminalre AFL=Aummative FrantllW � u F _ __• Options .d. unions(Order [[1 'mint rest feelm W Product Features DIM=EAernal BlOV Dimming Leads'ea SPC=Bingen Type PhO contml OAMA1016=NEMAPhotomntml Multi-Tap-105285V Q O F-MagleFuse (120, 277 or 347V Specify Voltage) PR=NEMA 3-PIN PhMocoMmi Receptacle OAMA1027=NEMA Phot°ccarol-480V EI FF=Double Rome (NO, 29 or MOV Specify Voltage) m7=NEMA 7 PIN PMtmoMml Receptacle* OA/M1201=NEMA Photoconiml-347V SpecalrsM D-3stributions Rota6ed Optin 6 E O 20K=Sedes NOT UL 1449 Surge PMemlm Device P02=Dimming Occupancy Sensor with Bluataoth Interface. S'-20'Mounting '• OA=1013=PhMocontrol Smumuct Cap AFL HILL SLR sneeLsian so-eeL so -ea W = F �f 1M 2L=Tocimubl". OIL mining Occupancy Sensor with Bluetoalh Interface, 21'-40'Mounting '• OA/M1014=120VPhmommml � V r'I NA=WC High Ambient MS-L20-Motion Sensor for ON/OFF Operation,Or- N'Mounting Heights• MAI 252=1 OkV Surge Module Replacement (Aummotive Frontline) 190'SpiII Li9MEliminemrlefQ (90•SpiII Light Eliminator Right) siae siee = Lmmmarafinma 11pMAWXMsom W N 3 GRS=lnnalletl House Side Shield MS-L40W=M0t10n SansOrfSON/OFF 20' Moun,ngHe0htsdow ing Heigh' MAI 034XX=51ngleTenonn Adapter 22-3/8'D.TenOn U MMBK=Glare Reducing Shield BlBCka MS/X-L20W=Bi elMMotinenaor,9'-20'40'Mongxelghtght' MA10�-)IX=2@180' Tenon Adapter for 2-3/8' O.D. Tmon 1D-5/E"L i6-9/iml Q LL 0 3 Z MSWH=GI are Redoing Shield White' MS/%L40W=BPtevei Matian5ensoq 2l'-40'Mounting Height'" MAI 191-%%=3@120°Tenon Adapter for 2-3/8' Tenon ^p" L21-3/4'[553mord-1269mmiJ 21-Se'1553mm] 161mm] 0 LL O z LCi=LIgM Square Trim Painted to Match Hausinq° MS/DIM-L20=Motion Smwr far Dimming OperMion,T- 20'Mouming Heighes MA11M-X%=4@90° Tenon Adapter for 23/8'O.O. Tenon EDrr`r400n'd dwn rTn4k r+c.' W=1nMelled Mesh Tap MMIM-L40W=Motion Sensor for Dimming Dominion, 21'- 40' Mounding Helghtes MAT 1B-1M=2@90° Tenon Adapter for 2-3/8' O.D. Tenon W C m .-ei O TH=TooNess Door HaMmm M=WaveLim Module end 4PB Recetede MAT 190-Xx=3 0Tenon Adapter fin 2-3/B•O.D. Tenon Standard Wall Mount Mast Arm Mount =M V 7 D @9 ° m xopa. xmrm W CC=Caanal CannruMlan finish and 7� Interactive Menu rom ID=WaU=WModuiewith DAUdrim6marceN Reaeptaale MA1191-X%=2@gleTen Tenon Adapter ar3-11/B'O.O. Tenon xouee siae siee sia• Q J U Z L90=Optics RMeted We eRigI SWPo41M=WaveLinx Sensor Only T-15'Aaa W1030-XA2@I s Tenonn Adapter for 3/112-O.Tenonmm] d J -Lit se Ordering Information Page 1 F y1� R90=Op ics RMMed 90°Right MM51M-WaveLinx Sensor Only, 15'eg'A4M EU1039-IX=2 180°Tenon Adaptertorll/2'O.D. Te on 3° tame N ogke no«W .Xneo Real p un«w.a nbMnm IReo] W pyLID 0 O Z g P9 CE=CEMAfterH WOB%%=WaveLinx Senmrwith Bluetomh, T-15"Aa MA1192-M=3@120°Tenon Adaptafor3l/2'0.0. Te on oT IS %i gHD145=After Motion DImSNOursv A Wm1 d h"r real • Mounting Details page3 pX0345=After Houm Dim6Hours° WOEXx=WaveLinx Se arwOh BluebMh, 15'-/0"' MA1193-%%=4@90°Tenon Atlep erim3l/2'O.D. Tmon J j]mm](� M�j NV (nLWR-LW=Enlighted Sensor,8'-16'Mounting Height' "1194-XK=2@90° Tenon Adapter fin 2-1/2'OD. Tenon )27/84" 03 M • AHMSS=After Hours Dim, J Hours se LWR-M-EnIi Med Senmq 161 MoUMin Height" MAI I96Xx=3 Tenon Adapter fin 3.1/2'OLD. Tenon 111mm1 Z +' d' � r.-r Optical Distributions page4 AHm55=After Hours Dim B Hours' g g g @9p OMI=OALI Otlwrs DIMIO MS DM-L00=Synaptt 0aupanry 5enaar (e8'Mauming)^ FSM-100=Wireless Canbgurnion ToM far Occupenq Sm ar 0-N32" 21-Sri" TLE3-1364' Dia. Hole p V • Product Specifications paged 0 YEAR DIM10-MS/Dag-L20=Synapm0mupang3enmr(9'-2g Mounting)'• (AMN-MT1=Field lostarecl Mesh Topfori41-ght Squares 8-0/8"[208mm1 [258mm1 [553mm1 [178mm]'{ [82mm1 Product Specifications o m X w in crwammI DIMIOMWDa4-LB=Synapse Occupancy Senmr(21'-4BMounting)'• GLEON-MT24mid lnnalled Mesh Top for 66 Light Squares Q J IQy • Energy and Performance Data paged � GLEON-MT3=Fiel raftedled Mesh TOP fix M Light Squares 0 I YI Construction assembly for ease of maintenance Mast arm(MA) factory installed � W p O COntrOlO Options page9 GLMN-MT4=Field Installed Mash Top for 410 Light Boston L16--5 mfimlJ 2T/18 Extruded aluminum ddverenclosure Standard with 0-1 OV dimming wall mount option available 0 _ N Z fn • GLEON-QM=Quick Moum Amp Kit " P [81mm] Heary-wall, die-cast aluminum end caps Standard with Cooper Lighting Solutions Quick mount arm (QM and QMEA) includes pole U > ID 0 GLEON-OMM=Quick Mount Enended Arm Kit " LSMSS=Field Installed House Side Shield a,w Diecar: aluminum heat sinks proprietary circuit module designed to withstand adapter and factory installed fixture mount for = Q Las r� un LS/GRSBK=Glare Reducing shield, Madan Arm Mounting Requirements 10kV of transient line surge fast installation tos iota or mood Les Lri U1 • Patent pending interlocking housing and heat sink r9 q poles a Hr LS/GRSWH=Glare RNuclig Shield Mite was • Suitable for0 ration in-40°C to 40'C ambient O O6 r Quick Facts 7 LS/PFS=Perimeter Shield Black''ILI 2 @ 180° Triple' 4 @ 90° P• Finish e-r N i wDLc-W-10p=WaveLinx Outdoor Control Module'•^ Optics environments. Optional 50•C high ambient(HA) us w Z 7I Connected Systems Super housing durable TGIC polyester powder • Lumen packages rangefrom 4,200-B0,B00 y Min-nE=Waveiinx wireless Somw 7 Flehanting Height a,ea' Patented, highefficiency, Infection -molded configuration. a J P 9SW WU=waveiinx Wireless Sensor, is'-W Mounting Height exaaa AccuLEDOptics technologycoat paint, 2.5 mil nominal thickness a (34W-640W) WaveLinx 1 Standard Standard QM Extended Quick Mount 16 optical distributions Mounting Heat sink is powder coated black Do _ d NOTES: o W w EnIi bled Standard elmuded arm includes internal took RAL and custom color matches available • Efficacy u to 1561umens per watt g Tamamwrores«nsrola mrw9mnermg analysis pd.me mnuracmmpetromyror ellaWn«trgns. rarer Ie. xN amnmlawah Edrgmaa wrrm.m ¢amp' 3shieldingoptionsincluding HSS, GRS and PFB tpH y P P maurytMpapewpsuWlEx mnadmmal w«odmmmmm. 20.cm Wbe umd wlphahercwmoutlS-t 2 Standard Standard QME#ended Quick Mount guides and round pole adapter Coastal Construction (CC) option available H 2eted.gmammm�mm•queu6m. Mhno wwx.deagnxgmhog aelMm pmdpcnununde wniry Models 21. Lw mMammpd lMVMnom aWeded. ldehmr<. IDA Certified (3000K CCT and warmer only) • Optionstomeet Buy American and other domestic 3pdmgs 21.xa.rcemleaadBK,humnamemed. Motion ummreseanmmpoommmcell in90'o darms(le and QMEA)maybns, Dat red (A sm!mass, ammadbtramTHMatedeamoaer s,oao.M1ama m,ASTM anT,wiMamixminam9oe g2 R,RuiresMned infP pbmpmno-apia PRlpPRPM1mgannwla«PmaewiM phmggamml.aaeaaary. seAfwxwm Dimwapemema Electrical In 90°or 120° Warranty preference requirements 4.NWwma.Nor iHewitlamIIorMET 2glaemreaexmnammmwforI 3 Standard Standard QM Extended Quid Mount pole configurations, J 4. xNmmpnMe hint MY<iX%p Mml,uxnmaarn. 23.xN m wloowdwmlon w a ndearnesin lnSal p for death LED drivers are mounted to removable tray mounting requirements table Five year warranty Q s. xNmpmende wit mmammlmmmnl nrm(AM) passional M.rne�SIRlgomptWmlan mdla pili mholue pwamaere mduamgmgn ens low m�e'semnMry.npreadm mmnmamm.cmadt pj Z a. Xmmprpeaeofnamem Wick mwm amumnequmkmoumam(OMMk YpxuAmmA eamnmWottUgMSgmmopMinlans fwmor<mmmnmd. 4 Standard Standard QM Extended Quick Mount IY Dimensional Details 7. Mercer pe Meu«'fan intemal ttombealmnamrmwwM1mmmmnmwin«now pAonc 9111- uewM 2S Bad man nw pbe ar his 3qm M.11Id m In law WroN,mee. rtll2GnmA. Not Ledm om inly Per NEC,oiMrM1ue withuaranded Voodoo, cprionnneg 26. tL..mMrelmamwneahMryinsalletl anlrrequidng neMod comroneins LWP{M1, LwpGWI mtl LWRPoFB inerpapiae 2@gp• Triple' Ntumba 11 "1 ai.,z Dole raeovmnnndiaewrems(com onPerfc, nalmruaewie vas Mrs snlmpmMesa High unaelaand 27.Ween. 5 Extended Standard QM Extended Quirk Mount �( O k Mountnrnorner grounded systems (commonlyknown an ThreePM1a<e Three WIm MIAThpre phase xlgfi 4q Gexn and 2T. xN mA•AlewXfifiw¢esMe Tlma was). Energy and Performance Data 3-1N18' Three Phase Corner Grounded Delta systems) 2B, xN fixu«art 515Mp, SMCI a as duties A Netlt ruma ads Is moral 1Men HW is sell h . 2 @ 12p• Stand end Extended 9, Maybe Michel when two o, more luminaires are cremes°n a9e' crl2Pdrllingpe .ReferloammmminA 29.CE1sn°lwellaWewM6e LWRM4MRrX,MVDIM.BPC.PRw PR]mtiona.Avallatlelel2D2Mm1/ 6 Extended Standard QM Extended Quick Mount O 1100mm] •' ,muirementubm. 30.ONwhred for wagon Light Square Lumen Maintenance (TM-21) Lumen Multiplier J m. MnmrY lnahned. 31. R<gmres Pm. 11.Maximum B lights squares 32 Itee XX wiM«n= calm wr BE der Bx. 1-4 155-1/2" 7• 10, 10-55/8, 16.9/16• I2. Minimum 6 fimsquares. s3.WWM Galexnrrequired tomablefiemxonfigurahniry: O MpPLE and WOE 120(IOVb Pop injeclod powermosty it needed 7 Extended Extended - Quick Mount � 13. Rwulres ZW or zO receplaale. SOL a men device On male apgicmion rtyumm to change system extreme. See mmmb section far decade14.N..amand 5,Mi 5nm lorwll911h ens aGervetaryuse.CMmedrve cunem A:mpYItl a15[pnAtlriw 35.OdynmuamnreumimswlMlheeednlgnabapre mambulllmbecomglentwlM*e Buy Amm«n Actal1933(BAA)or me Aped TemperatureF anedanly Availade wit MO. Sli and M due6beiom. Canbe used with Has cmau memo Aa d19T9(TMk red«aively. nna«relata DOMESTIC PRMf NCESwebsAefar mare inlwmtlion. C.,p.shlWed «raalYY 8 Extended Extended - Quick Mount 5-6 21-5/8" 7• 10" 10-5/8• 169/16' IS Sad4P«. onemrelmred pa Lxmsqua<. mWmamapamy mmyaea ma>aamenlnaaeen«regmreneda. e N 16 Not makable with HA opium 36. Far BM TM aqulrememya«emie,sae Cpamely orI m Cparapy and Dad antler domestic Preference requlremsnth Canaux mMq 25°C 99.4% 99.0% 98.9% 98.3% >2.4M 0 C 1.02 W N ICa. I.a. mailnde with MS. MWXar MeonIM at UN v 1112Cm W t,wh W sent. a la9erhoairry fa Manednmmafim. 9 Extended Extended - - NOTES: 1 Round poled are 301201 Square poles are 309m. 2 Round poles are 30 a n, O normally far SAS or SA6.Emneed arm option may M squared when mwmmg two or pmre N mperpde4 37. Awlatle for Fl O sgmm. •or-, ust, n,nm mnfim vnimq 7-8 27-5/8" 7° 13' 101 - an a IW°. WMmam pmummg nominated table ° W N 10 Extended Extended - - Up to 1A 40°C 98.7% 98.3% 98.1% 97.4% be1.9M 10 C 1.01 = Q O\ - - U 0 N 9-10 393/4° 7' 16' 50•c 98.2% 97.2% 96.8% 95.2% be 851,000 25°C 1.00 Z Tell Fixture Weights and EPAs steel News: LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) O Fa am MMrnn mqurremada ON mnemel Me M an Manrbg lMMbaepam. _ 25°C 99.4% 99.0% 98.9% 98.3% >2.4M 40°C 0.99 Preduct Family Camera Type Data BackhaulLOT) DATE L-LumenSafe TmhnalaW ® D=Staedam Dante Camera C•cellulet, No SIM R-Cellular, Rogers - - 1'2A i H=HERea Dome camera A=CellulacATBT w=wEH networking val Omni-DireMional Antenna 1-4 33 0.96 35 1.11 38 1.11 40°C 98.5% 97.9% 97.7% 96.7% >1.am 50°C 0.97 �' 0612112022 2=R.Me PTZ Camera V=CNIula4 yedznn E=Ethernet Networking „mwwn exam S=Cellular, Sprint 5-6 4d 1.00 46 1.11 - - 49 1.11 O •Supped Z1.11y s '.•dame 21J'/4"1553mm1 "a"� - •`rnmmld Moe¢maemmTualal°mamm°nlyu«tl:huwe6rafamte Hap«hlmon l£D PrtNa umrme rfipllNlm lESPslo-19, r } DRAWN BY 7-B 54 1.07 56 1.11 58 1.11 rxgalmne lxWeruse dlEsrMn and LMm. Nona: I. Zviaany eared ae9NOK ere ad.Te bme it, pmgpeancalm xm en poeuamnmmeere Dro gpri6ea. 9-10 63 1.12 - - 67 1.11 - - 2. I OA Ceaified car 9 W 0 x CCi and wa,ma only. M. RA HNER v� COOPER PSMOO20EN papal 1�� COOPER PSSOOO20EN peg.2 v� COOPER P5500020EN Me (�� COOPER PSSO0020• DESIGNED BY Lighting Solutions October 20, 2021934AM Lighting Solutions October20, 20219:34AM Lighting Solutions October 20.20219:34AM Lighting Solutions October20, 2021219.34AM cacao • M. RACHNER • CHECKED BY LIGHTING CUT SHEETS - AA • S. WILEY NOT TO SCALE • SCALE N/A GLE0N-SA2D-730-U-T4FT-HSS-BZ BB Ordering Information Mounting Details Optical Distributions SAMPLE NUMBER: GLEON-SA4C-740-U-T4FT-GM AsymmRdcA Diamibl ono Standard Arm (Drilling Pattern) Quick Mount Arm QM and QMEA Pole Mount QML Pole Mount (Includes fixture adapter) Product Family . -•. -• • • r. - � TYPE"N' (Type II) (Type ll with Spill ConHl) (Type ill) (Type 111 with Spill Control) (Type lV ForcrerdThrow) (TypaNWide) (type IV with Spill Control) _ 3/a"Uamml _.... ....... 1.^nm) 9-FBi" cal configuration Drive 2. Di Hole er BE -. yJ - GLEON=Galleon SAl=l Square A-61 ]22=]UCRI, 2200K U=1202]N T2=Type 11 jlgm N=Arm for Round or Square Pole AP=Gig [51mm] I ,.'I.j +•AM 4-JL!• BM-LYEON=Galleon, SA2=2Squares B=800drA 727=]OWI, 2700K 1=12GV 72R=TypellRoadway M=Emended Arm• BZ=Bmnze ■��■° 'j 1N m] Tiff ltBWDmI BuyAmericen Act SA3=3Squares C= DOOnM 730=JGCRI, HOOK P=ROBV T3=Type Ill MA=Man Arm Adapter'• BK=Black ]A8'[22mm] ODmm1 - 'IW9ER11 we COm IIenN SM=4S uares 0=1200mA'• 735=70CR1, 3500K 9=240V Me 1-Sri' p q Type 111 Roadway WY=Wall Mount QP=Dark Platinum .� .;;, rot KOMMI TM- MN=Gallmn, M5=55quares• TO=JGCRI, 40mK 4-27N T4 =Type N Forward Throw QM=Quid Mount Arm(Standard Length)" GM=Graphite Metallic laamml • Trade Agreements AM SANS-6 8=48W a.a -- Compliant Hw7=J Squares ]50=JGCRI, SOOOK 9=34rva T4W=Type lV Wide QML=Quick haunt Arm (SMntlartl Length, Large)° IIH=White McGraw -Edison Squares• ]fO=JGCRI, 6000K SNQ=TyNVNarrow QMEA=Quick Mount An(Extended Length)" M =CudOm (2)S18"114mm1 myl Bdggg4• Sn1=8Squeres' B27=Bowl, 2]OOK 5MO=TypeVSquam Medium Color Diameter I "' B m4mmi i9' prymmerdc Roadway DishbuNm• SYmmetdc 0iatdblaxons M9=95quares• 00=80CRI, 3000K 4 _ I ALB=Amber 590nm"r SWQ=TYDe VSquare Wide Holes 4-0Ed7� }gw r16Yrl 1 SM=105qumea` B2=Type ll w/Sp111 Control LI$Illrrj gggyygiJ 3' GI{HerB ILW UR TINT SND 5MD am GLEON Galleon SL3=Type III w/Sp111 CoMW1 Ism D] IReaangule rWpde Type l) (Type 11 R.d.y) (Type 111 Roadway) (TypeV Square Narrow) (TypeV Square Medium) (TypeV Square Wide) RL4=Type IVve Spill COmrol SLL=90° Spill Light Eliminator Left ui SLR=N'Spill Light Eliminator Right QM Quick Mount Arm (Standard) QMEA Quick Mount Arm (Extended) Area • Site Luminalre RW=Rmtengular wide Type /d a affix) Frentlice 0,1 (Add or Suffix) Controls ad S,Rmnm Options (Add -� Product Features DM=EMerna1010V Dimming Leads" a WC=Button Type Phmocontml OA/RA1016=NEMAPhotocontrol Multi -Tap 105285V 1 1 1 Mingle Fuse(120,277 or 347V Specify Voltage) MwNEMA 3-PIN Phm0c0Mrol Receptacle OABA1027=NEMA Photoc°ntr01-480V ten W FF=0ouble Fun(208, 240 or MOV Specify Voltage) PR7=NEMA 7-PIN PIatocordrol Receptacle^ DA/M1201=NEMA Phetobvitel-347V Specialized Distributions Rotated Optics J. 20K=Sedes 20W UL 1449 Surge Protective Device OB2=Dimming Occupancy Senaorwith Bluetaath Interface, I'- 20'Mounting as OA2M1013zPhMocontral Shading Cap AMBILLSLR sb9etsiee sgae[ sgeW Y=Two Ciregurno" WB4=Dimming Occupancy Sensor with Bludeomh Interface. 21'-40'Mounting'• OA/M1014=120V Phmommret HA=5OT HIhAmblent W-LM=Motion Sensor for ON/OFF OperM10n, 9'- 20'Mountin Heiht' MA1252=10IN Sue Module Replacement (AutOmMlve Frontline) (90° Spill Light Eliminator Left) (90°Spill Light El Right) siee siae Q Ta Of Lwdws.x T.b„ausr 1MMAWmear NRR=Inmalled House Side Shield' W-LBW=MMion Sanmrfor OWOFF Operation,21'- 40' Mounting Height' MAI OXESE-Single Tenon Adapter for 23/8'O.D. Tenon z lZ W OWK=Glare Reducing Shield Black a MSrkUO=Biieel Minion SenwX 9'- 20'Mounting Height"Ma MAI O37-XK=2@18V Tenon Adapter far 2-3/8' O.D. Tenon tp3/H" 18-518" m gMNH=Glare Reduche Shleld, Whiten MSM-L4M=BEL d Motion 8enso021'- SO' Mounting Height As MAT 19]-%K=3 1HE Tenon Adapter for 2-3/8'D.D. TenonLLL21-314'1553mm] 1421mm]LCF=LightSquareTrim Painted to Match Housing" @ W "A"2US4'Ibb3mm] 1289mmi�r1 MS/DIMAN-Motion Some for Dlmming Dominion,9-N'Mourrng Height' MA11B8-Xx=4@90' Tenon Adliderfm23/8'0.0. Tenon ) V Product Certifications W=InMalled Mesh Tap MS/DIM-L4OW=MMion Sensor for Dimming DMmtion,21'- 40' Mounting Height' MAT 189-X%=2@90° Tenon Adapter for 2-3/r O.D. Tenon z T TH=TooNess Door Hardware ZMWEveLinx Module and 4-PIN Receptacle MAT W-Xx=3@90° Tenon Adapter for 23/8' O.D. Tnon Standard Well Mount Mart Arm Mount L 'JfinishXowh HouC \ CC=Caanal Construction '191 Interactive Menu hTap LeftID=Wa U-Wv&inxSith rOnly rer a0d4PIN RacmdaCe MAI ON-U-Single Tenondaaer ranfor 2S0'DO. Terman Xouae Sitle SMe Gide i� L90=OpticsR MM 90•Rig SWMSU=WBv&lnx Sensr Only T-15'sao MA1033-)IX=Single Tenon Adapter ran 3.1R'0.p. Tenon d IN Ordering Informationpagez IhYl/ R90=Op1iceROtMed 90'RIgM SWPoS%1I=WaveLinx SensorOntyl5'-/0'aaa MA1039-Xx=2@180• Tenon Adapter far St/r D.O. Tmon 3" W411(a Mena.m ONme nnem.a uaew•Rml omu a«.Ma nipMeam lRao] g CE=CE Marking^ WOBXK=WaveLinx Sensor with Blumooth, 7-15"Aa ® I7Gmm]18" 10 pT %1 AHDIO=After Hours Dim, 5 Hours' MAI Adapter O Jm] J• Mountin Detallspage3 WOn WaveLinx Sensor with Blueigmh, l5'-40"sa MAT 193-Xx=4@90' Tenon Adapter for 3l/r OLD. Tenon Jw g AXORR=After Hours Dim,6 HOursa LWR-LW=Enlighted tenso08'-16' Mounting Height' MA1194-XE=2@90' Tenon Adapter fin 3.11r O.D. Tmon mm)2J/84" V AHD255=After Hours Dim, 7 Hours' LWR-IN=EnIi MedSensor l6'-40'MOu in HIM' Mg1195-%It=3 °Tenon Adapter 3-12'O.D.Tenon itmm N • Optical DIStrlbUilOf1S page4 g rt g Heights' @90 pt / 0 1 I gg P � ..Y�EA OMd=DAI Do Hours Din DIMIOMS/DIM-Led=Synapse (sW Moung)' FSM-1M=Wireleld Cotalledaan Tool for Occupancyuaw [256mm 21-314' ]° [82. " Die. Hole Q N •Product Specifications Pages � iB"r- SVEFLAAR OALI=OALI Dtivers DIM10-MWDIM-LRO=Synapse OceupencySenmr(9'-2g Mounting)" GLEON-LIT1=FieM insulted Mesh Tap for l-4DpM Squares [266mm] [663mm1 [i ]emm]8-iB"[208mm1 182mm Product Specifications 7 � onsamere,° DIM/0-MSIDIM-L40=Synapse Oceupancy Sensor(21'-4I'Mountini GLEON-MT2=Field Installed Mesh Tap for 66 Light Squares L r'L • Energy and Performance Data page4 ® GLWN-W3=Field Installed Mesh Top for 73 Light Square' 0 Construction assembly for ease of maintenance Mast arm (MA) factory installed W V N GLmN-uT4-Field Installed! Mesh Top for 9.10 Light Squares Ls-3/ts^ J Extruded aluminum driver enclosure Standard with 0-10V dimming Wall mount(WM) option available fb • Control 0 tions e9 CLMN-QM=Quid Mount Arm Kit" 157mm] 2-]/18" J 7 P Pa9 Heary wall, die-cast aluminum end caps Standard with Cooper Lighting Solutions Quick mount and (QM and QMEA) includes pole Q L LASAM-MM=Quid Mount Extended Arm Kit 11 161mm] o Lsyxss=Held Installed House side shield be ' Diecast aluminum heat sinks proprietary circuit module designed to withstand adapter and factory installed fixture mount for o LSIGRSBK GI.Exedlam ducriglg shield, wnl9aa Arm Mounting Requirements Patent pending interlocking housing and heat sink 1 OkvE of transient line surge fast installation to square or round poles LLLSIGRSW wick Factsto d Connected Systems LS/PFS=Perimeter Shield Black's 2Or 18D' Triple' 4@age Suitable fors, operationin50c high am ambient wain-1P-1Ba=wareLinx Outdoor ar,7-15 Moulin Optics environments. Optiona150°C high ambient (HA) Finish Lumen packages range 4,200-BQB00 smw-xz=ware inx wire ass Senaor,7-t s'Mouming Height " "' " Patented,high-efficiency injection -molded configuration. Super housing durable TGlC polyester powder < > m P 9 9 swpDYKK=waveiinx wireless sensor, ls'-40'Mguming xeigM'x'aa AccuLED Optics technology coat paint 2.5 mil nominal thickness z WaveLinx o (34W - 640W) HMO: 1 Standard Standard QM Extended Quick Mount • 16 optical distributions Mounting • Heat sink is powder coated black �•5 se Enlighted 1.W..i:.sWxbImrelAmesixeeysmm«pMpm poleend Wu,a L.WWilibm,ell awpcamns. Mhr 19. Xm aagMtle high EdrBmed amens senora • 3shieldin options including HSS, GRS and PFS Standard extruded arm includes internal bob RAL and custom color matches available ") CO Efficacy up to 156 lumens per watt to°urwMpaMWn13WIEx mrettlonal mppnn lntomarnn Ig.ConM Im uaa won OherC trlopems. g p g p p Coastal Construction (CC) option available v 2 Standard Standard QM Extended Quick Mount guides and round ole add ter WIoU lkre,tn www.aeai9mi9bts my gnalMee Poaucbuslpnaw Pnnlry Mpaals 21. Lnxvala9eawmMlem6mu9momle•wblh6aure. IDA Certified (3000K OCT and warmer only) a O W • Options to meet Buy American and other domestic s eaans 2L"Ulws4o S.dB s has nalmm�a LldmnwPp WC nnmtea pOdemcell Extended arms (FA and QMEA) maybe required U r sued 5,0WM1ams Far ABTM Bin. wiNawlLeminA ow rw 2xeequpmlhenalin P ton. dad alM PXy mPapMmaonwlre«pradawlM [aalos°mini acceasay seeAMHwn Bimarggememel Electrical in 90•or 120° le mount configurations, Bee am Warranty = preference requirements RmMDIM xNa IlkoxfCcorPmmn. Aala<mraaamanaunm Mlart 3 Standard Standard QM Extended Quid Mount Po N 5. Net wit MuarmoorMsn lxxrno RM. 23. xa 1aelity lmNwasis.,V sC ld,. woreders LED drivers are mounted mremovable trey mounting requirements table Five year warranty s.XN wWOiUe with standard quick mountarm(OMEAI. yCIC ourhefs,m LeOgallpn mail regi Siestromorr miiniumain9 ni9M1 and low moaea aenaahiy,lipreaelq cumnma rope.emWl Dimensional Details 6.XNuiesth eofanistandard quick mount mnsfom)mee@naeaquid wO saWln% 25."llalnArepenemM fUgM$gIgMopmiilg[alow hadd.ion 4 Standard Standard QM Extended Quick Mount 7 U 7. IOrat1 Meum Not aim rod shpaownldpwitthe NA heombmetlwNh cospc*tons it TO, gwM RS.RmIe[eXnflA nanbaaNAMSgWNoprnln9ln lgwwproN mgtle. L pmm�l l2oRnA. Not avellable lnly Parn EC.tha theeathugroundd spmv cptlgnnc lA 28.E19.a,m Mrelessaalwn enms1orylnahllea onlynqultln9 naMrFamronemaLWP£MI, LWPGW1 aA LWRPoEB Inerprgpiele 2SO90° Triples' zLU e.uWmumualimhyeamam grey.Perxfc. nolror pnewuh mng,agnaea snwma,lmpman«Amunamaemns guaniam. 5 Extended Standard QM Extended Quick Mount 9mgndeaG e(mmmgnbems)esThree PM1me Three Wlre lkll;lhl«Pheee HlAA Lq B<Ae end 29. xN wauwwl IAAweealde ehlgtl (Xa5). Ease and Performance Data `J Z 3 14/1B• TIC the«cpKcrn exp a Beer systems) 29. Xaa Nu«with SIN 5Mp, 5MYI p AW ry1i«.Atlmalnmpale isusm xfien H99 is mkam. @ 120° rgy e = nQGmm] 9. Maybe pquiretl when axoormgre luminaires are Oriente' onam' mi2D'tlrllin9Peawn AeMmermmmminA 29.CErsnMneiletlewMtle LWRMa.A1&x M5101M,BM,PRp PR7gplimL Avaeatlein1z0271Vmy 6 Extended Standard QM Extended QU)Ck MOUM / J 7-- 31."draw Pa carmanughtsqu.e.umen Mainten31. Nquim PLO.12MWmum832 bin XX wlM Ca. min' B2p BX.1-w lrYl/2^ 7• lg" Milan muLMmZspuarea �df7 Extended Extended - Quick Mount O13.BpuIneZWpIDrerepaxle. 39.amerl alevlee waM1mMlleapgi[aLion required loahenge aynem eefeulb. See [ommla Santo•lcraetlils.Of 14.XermxLenas9lMm+FTresWPla�esiDOMEwelremfunhM.dI&SLna oOnmewO,D 2arons.aneuaewcpm.meetsAL1d yonalMdmdwdo P icpmfemn GOMiremen XfffAENLELwebake br more inlcrmmon. LcroswnmpaM1Wmaswaldy 8 Extended Extended - Quidr Mount p 5.6 21-5/8" 7- 10, IkHNmiNl OOthnAoptlma pethmsquae 36. wrWuTMMulmm M&x � lesg ld imp.amywil be:eparddy analyua under aomah PelewLepmuinmema C ,uxmdtgq 25'C 99.4% 99.0% 98.9% 98.3% >2.4M DOC 1.02 IL2LIs g0.11etlewlM MS. MarxarM DIMt34Na48Gv 2LIn uOtmpgA SNnqulmelegerhaalrq, (a MrlM1e ln(mneBm. 9 Extended Extended - - NOTES: 1 Round poled me 38120^. Square pales are 36 SO". 2 IIWrd pole me 30 SIP. =.Il MlpsASgrSta EMMedam onmerni mquesawas ma lingMor lmmAMmperpdea 37.AwI.WDMrllDsgwpa. aC1.rvn..ouse..�.ce-lii°nim. 7-8 27-5/8" 7- 13, 910 Extended Extended - - Up to 1A 40°C 98.7% 98.3% 98.1% 97.4% >1.9M 10°C 1.01 9-10 33-3/4" 7 116' 50°C 98.2% 97.2% 96.8% 95.2% a 851,000 25°C 1.00 Fixture Weighs and EPAs 3 Nona: LumenSafe Imegmted Network Security Camera Technology Options (Add as Suffix) O Faam aexaiha regdremem.aamdieamNMenm<MpnalAiMMFssmann. Prooduct Family Camera Type Data Backhaul 25°C 99.4% 99.0% 98.9% 98.3% be2.4M 40-C 0.99 L-LumenSafe Technologyfia oStandard Dome Came. C=Cellular, NO SIM R=Cellular, Ragas 1'2A hill x=HERIM Dome camera a=celluleAATBT seen Fi Networking w/Omni-Diabotional Antenna 1-4 33 0,96 35 1.11 -- -- 38 1.11 40°C 98.5% 97.9% 97.7% 96.7% 1 >1.3M 50°C 0.97 2=RemMe PTZ Cam ma V=CNIu1ar, Vedmn E=Ethemet NOwmAM m ,,.,awh,mwMe S=Cellu1ai Sprint ' Suppgree by IES TM21 NmdeNs (9 5{x 44 1.00 46 1.11 - - 49 1'11 »meomionaluesremsem enlmmm�eammonlyu.a; noareverreMmtelfapwlllmpn uDi4MIN Lnellme PnalNIm IFSPs1a19, >>� 21-54^1553mm1 "B^J 7-8 54 1.07 56 1.11 58 1.11 - - evgammA pwerummlESTMm one LMW. 9 "am: p 1. IONIC awnwww e<•ipDkpb MmcaWW qualiecaion. um au pmamawrlmme.reomgprmed. 9-10 63 1.12 - - 67 1.11 - - C 2.IBACLonfieamt3WOKCCTedivermer only. ad Of o1 (fin COOPER PSSOOOMEN pagel COOPER PSWOMOEN pag2 COOPER PS500020EN papa3 COOPER PS500020EN pi i - Li htin9 Solutions m Octolxx2Q2D219:34AM Lighting Solutions October 2020219:34 AM Lighting Sollrtions OMber20.20219:34 AM Lighting Solutions October 202D219:34 AM c. c JOB NO. 49421 a LIGHTING CUT SHEETS - BB 5 SHEET NO. Op CD NOT TO SCALE Low 0 GLE0N-SA2D-730-U-SL2-HSS-13Z ACC 71.0 Interactive Menu OrderingInformation a ez P9 • Mounting Details pages • Optical Distributions page4 as Product Specifications pi • Energy and Performance Data page4 • Control Options page9 Quick Facts • Lumen packages range from 4,200 - 80,800 34W - 640W • Efficacy up to 156 lumens per watt • Options to meet Buy American and other domestic preference requirements Dimensional Details am, I. via mma awwxne w arm wrT.renrla MNMm gmaficnlm Net an pmlun WMAMS are DID Nodded. 3. IDA Morgan Me Might CDT and wafmn poly. vO) COLOPERR Ugh McGraw -Edison GLEON Galleon Area / Site Luminaire Product Features Mae nSMTMnrbn uaNY¢NW^ FOnrtrSo toad d`v�nPn4rn+^' r ' \�4•l T r i e 4 ids BAA �I� Connected Systems WaveLlnx • Enlighted Number of Light SPuaes ®®m® A within °Be Standard Arm Length "Be Extended Arm Length' I se Qulek M.0 Arm Length I®® 0 Quick Mount Exbntletl Arm Leng1M1 ©®m® I I ® ® m®m®®m ®®m®mm LIGHTING CUT SHEETS was CC Ordering Information SAMPLE NUMBER: GLEON-SAdIC-740-1.1-T4FT-GM Color Voltage Distributirean Drise Current Temperature GlEON=Galleon 5111=1 Square A=6001 722=70CRL 2209K Q=120-277V 12=Type 11 BAA-GLEOX=Galleon, SA2=2 Squares B=800i 727=70CRI, 2700K 1-120V M=Type ll Roadway Buy Ameriean Mt SA3=3 Squares C=1000mA 730=IDCR1, MOOK 2-208V 73=Type III Co.,liant• SM=4 Squares D=120DmA11 735=ID :3500K 3`24-0V nR=Type 111 Roadway TMHAPoX=Galleon, SAS=5 Senate 740=70CRI14MOK 4-277V T4 =Type IV Forward Throw 8=480Vr' Trade Agreements AM Sal.=6 Squares 750=70CRI, DOWN 9-347V' T4W=Type IV Wide Comp, SA7=7S,mMM1 760=70CRI,6NDK ManzType V Narrow SAR=B Squares' B27=BDDR1, 2700K SMQ=TypeV Square Medium SIL9=9Squares` 890=BOCRI, 3000K SWQ=TypeVSquam WMe SM=losquarea' AAB=Amber, 590nmw'• SL2=Type ll w/sdul Comrol US -Type 111 w/Spill Control SL4=Type IV w/Sp111 Camel SLLw O' Spill Light Eliminator Left SLR=9OE Spill Light Eliminator Right RW=Rectang ular Wide Type I AFL=Aumrmtive Frantllre Denims (Add as Suffis) Cambodia add Systems O,timIb (Add as Sai Mounting Finish glnldd=Arm for Roundor Square Pole AP=Grry EA=Extended Arm U=Bmnze MA=Mead Arm Aaapreou BK=Black WM=Wall Mount W=nark Platinum QM= OWck Mount Arm(Standard Length)" GM=Graphite Metallic QML=Quick Mount Arm (Standard Length, Lerge)'e WN=Whte QMEA=Quick Mount An(Exnnded Length)'' SALIOL=Cuamm Color Accessories (Order Separately) DIM=EAernal 810V Dimming Leadsew WP -BuMn Type Pholocontml OAMA1016=NEMA Photopentel Multi -Tap - 105-28511 F=SingleFuse (120, 277 or 347V Specify Voltage) PR=NEMA 3-PIN Phmocomrol Receptacle OARM1027=NEMA Photoccarol-480V FF=Double Face (NO, 29 or 480V Specify Voltage) Po7=NEMA 7 PIN PIatxlntel Receptacle* OA/RA1201=NEMA Photocontel-347V 20K=Sedes 20W OL 146n Surge Protective Device SP02=Dimming Occupancy Sensor with Blustooth Interface. 8'-20'Mounting" OA/RA1013=Photowntrol Smrtrng Cap 2L=Two ClrouNsw" SPB4-0i mein Occupancy Sensor with Bmetooth Interface 2l'-40'Mountin " 9 D Y 9 OAAM1014=120VPhmomMml MS-LNW=Mion BensmmrrON/OFF O relation'-20'MtMou HXhow MAI le HN=In alldHousent NRS=installed HouseSidegSi ShieMw MSSM-UO=Motion Sensor forON70FF Moun,ngte0htleas ing HNgMw OU2X0kVSurgeMon Adapter for 23t MA1037-1111 22-3/8'D.Tenon GIISBK=GlareR Shield Blacker 20' Ms/It-L4OMBH_wE1 Motinensor,9'-20' Mountingxelghtght MAT so- Tenon Adapter for 2-3/8'DAL Tmon Reducing Redoing Shieldo Malian Surfor Dimming40'Mtion, g Height we I9TXX:3@120' Adapterfor2-3/8'U. MA11 LCF=I_IgM Squareare Match Square Trim Painted to Match Housing W/K-L40W=BHsaM Heigh" MS/DIM-L20=Motion BMaalmfMmmmig N-KK=3@90'Tenon Remonn MAT 1 M-EM2@90° Tenon Adapter for 23/8'OD. Tenon W=ILight MT=installed Mesh Top Opmtm9-20'Moumini L15/DIMeLimModule seal Dimming Dperatlan, 21'-4Q Mounting HelgMa MAT 190-%K=2@90° Tenon Adapter for 2-378'O.D. Tenon TH=TotNass Dam Hamnare zW=havpLinx Module and -PIN MA1191-KK=3@90•Tenon CC=Coastal Canted DADdrimandrear Receptacle ID=Wa DAUdriim and M o Adaptefm2-18'ODD.Tenon Tema go- Left L90=0 Ica RMeted 90' LeX N U=WModulewith SWPo4xx-WaveLlnx Smear On T15 aw 1Y. far31/2'OD.O anon IM103B-%X-Sin le Tenon Ada erfm 3-1l1'0.0. Tenon l036-KK=2@gle Tenon 9 N 090=0 ice RMMed 90° Right N 9 - •- •aaa 8WPoSIIX-WaveLlnx Sensor On 154r - EU1039-xX-2 1so- Tenon Adapterorll/2'0.0. Tenon CE=CEMadder^ WOBxx=WaveLinx Sensor with Bluetocth, MA1192-xK=3@120°Tenondapter rmrel/2°LD. Tmon gXm45=pier hours DI 5 House n4 WORx W-7`1"Oprear"Fr $Sent, Tenon Adapter for 3-1/2'OD. Tenon AH0245=After Hours Dim, 6 Hours' W-LWW-Bluemmting t/0"Aw LWR-M-Enlighted Sensor, 8'-16' Mounting H "11%-KK=2@90° MAIIWIIX=E@9r° Tenon Adapter for 3-172' OD. Tenon ANDOSS=After Hours Dim, 7 Hours sup eight =S/DNed Sensaq Mourning Heigh" ANm55=ARer Houm Dim,B Hours w DIMIO wOfia DIM10-MS/DM-L08=Synapm 0aupanry Sember(.8'Mauming)w cyTenon FSHEI&Kx=3less Configuration Tod Occupancy Smear" FSM-100=Wireless CanBgurMion Top far Se OAII=OALI Otlwn Occupancy Senmr(9'-28Maoortim'• DIMIO- GLEON-M1`24mld Installed Mesh Top for id Light Squares 14Ligtq WDat-LM=Synapse 01N10-M&oRl-L40=Synepae Occupancy Senmr(21'4g'Mounting)a I GLEON-MT2=Field lmtallM Mesh Top for 56 ugh Squares GLEON-LIT3=FieM Installed Mesh Top for Light Squares GLEON-leff4i Installed Mesh Top for 410 Light Squares GLEON-QM=Quick haunt Arm Kit " GLEOn-Q Mounte ea Arm KN" Installed House Bide w• LSIHRS=Field Side re Redo p LSIORSWHGlare Reducing Shield, Black itewas LS/GRSWH=Glare White '*'• Shield, Black's Black's WOW-=Peri AeWaShield WOW-IDA=Wave O Control Module I'm sWPD4-KK=W'v inx Wireless Sensor, Mounting Heightt dww WirelessSfi War SWPoS-KX=Wawlinx Wireless Sensor, l5'-10' Mounting Height aaaw 15'- NMS: I. 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WrBM eTMldluM1enem; Aarvmiesade xparatelywlll to npenteryFee lyua untlerawnestic pelerence requlremXae Cmaun Memry Ian ehuman NNnAefir710 sq. MIM atmoption No daBV 3CmenmMng SAO oieM1&$ der le re,Wor Drum Nor armopaon maybe requlreawAen mwnemge'anornow Nw�perptlen 92.AwAatleeor Fl Baquai¢. notes mparpike e1 9MaI3U°.IMlarbam npuminA regulrementtable W. Ed.SA6 [D,I Lumensafe Integrated Network Security Camera Technology Options (Add as Suffix) Preduct Family Camera Type Data Backhraul =LumenSafe Technalagy ® D=Standee Dame Camera C-Cellular, No SIM R-Cellular, Rogers X=HiRes Dome Camera A=CellulaLATST Mieh Fl networking w/Omni-oireaional Antenna 2=R=MeMCamma V=CNIu1a0 Vedzon E=Ethernet Networking w,,.,Mawn,wam S=Cellular, Sprint PSMOOMEN page) 1 v� COOPER PSSMOOMEN pege2 October 20, 2021 934 AM lighting Solutions October, 20, 2021 9:34 AM Mounting Details Standard Arm (Drilling Pattern) TYPE"N" [22mm] 9/18" [14mml Diameter HOI2a QM Quick Mount Arm (Standard) Standard Wall Mount Arm Mounting Requirements Quick Mourn Arm (Includes fixture adapter) QM and QMEA Pole Mount 1 Standard Standard QM Q Quick Mount 2 Standard Standard QM Extended Quick Mount 3 Standard Standard QM Extended Quick Mount 4 Standard Standard QM Extended Quick Mount 5 Extended Standard QIVExtended Quick Mount 6 Extended Standard QM Extended Quick Mount 7 Extended Extended - Quick Mount 8 Extended Extended - Quick Mount 9 Extended Extended - - 10 Extended Extended - - Fixture Weights and EPAs COOPER Lighting Solutions QML Pole Mount QMEA Quick Mount Arm (Extended) Mast Arm Mount 3' 176mmW[47.m] 16e 3-1116" 87mm l 27m] 111mm1 L3-11""� Die. Hole 8i [206mml 82mmi 2 By 1a0" Triple' 4 be 90" - - e`i*�-I�/ ___'.'��'..9 _gip I __ I I!I I!I ILI LII I � I"fit Inr r.rl2 of 90- Triples l � 1 I � � I 1 I ) P5500020EN pages October 20.2021 9:34 AM Optical Distributions ArymmetdcAea Dlatributiana 72 SL2 T3 SLe TCFr raw SLA (Type ll) (Typo ll with Spill Cordrol) (Type ill) (Type 111 with Spill Control) (Typ IVFowe Throw) (Type NWide) (Type IV with Spill Control) I 1P I I Arymmetdc Railway Distributions RW T2R Tan (Rent ngulerMdeTypel) (Type ll Roadway) (Type 111 Roadway) Symmetric Oistributiona SNO 5MD am (Type V Square No rhow) (TypeV Square Medium) (TypeV Square Wide) AFL SUL SLR sae.esiae slr.m slrnt (Aummmive Frontline) (9m Spill Light Eliminator Larry) (Show Spill Light Eliminator Right) sia' saes xaue. xm,.. xpp.. sia. sae. sia. Fend.m mbW Wt n arm Ip.1mReMd m a m Reo rpak. Raul a3pa Rb 1 ] Product Specifications Construction Extruded aluminum driver enclosure • Heavy -wall, die-cast aluminum end caps Die-cast aluminum heat sinks • Patent pending irltedocldng housing and heat sink Optics • Patented, highefficiency injection -molded AccuLED Optics technology • 16 optical distributions • 3shieldin9 M 9 options including HSS GRS and PFS • IDA Certified (3000K CCT and warmer only) Electrical • LED drivers are mounted to removable tray, Energy and Performance Data Lumen Maintenance (TM-21) assembly for ease of maintenance Standard with 0-1 OV dimming Standard with Cooper Lighting Solutions proprietary circuit module designed to withstand 1 OkV of transient line surge Suitable for operation in -40'C to 40'C ambient i nvironmerds. Optional 50•C high ambient (HA) Configuration. Mounting Standard exDuded arm includes internal bolt guides and round pole adapter Extended arms (EA and QMEA) may be required in 90' or 120' pole mount configurations, see arm mounting requirements table 25°C 99.4% 99.0% Tres, Royal pe2.4M Up to 1A 401 98.7% 98.3% 98.1% 97.4% Oe1.9M 501C 98.2% 97.2% 96.8% 95.2% a 851,000 251 99.4% 99.0% 98.9% 98.3% be2.4M 1.2A 40°C 98.5% 97.9% 97.7% 96.7% a 1.3M •Suppamd gIFSTM21 mended, '•rnmmld nlun mpnem enlmnlomammonlyuntl:huwe6relymrilenspwnlmon uB P a LtWbe Predlelm RESP510,18, e9gammA Deeper use N Its Tral ena LII (� COOPER UghLing OPER ns Lumen Multiplier Mast arm (MA) factory installed Wall mount (WM) option available Quick mount arm (QM and QMEA) includes pole adapter and factory installed fixture mount for fast installation to square or found poles Finish • Super housing durable TGIC polyester powder coat paint, 2.5 mil nominal thickness • Heat sink is powder coated black • RAL and custom color matches available • Coastal Construction CC option available ( ) P Warranty • Five year warranty SCOTT W. WILEY No. 1629 1 12120/2022 Cm )E O H Cry U N On W >E vE O W 3 } FU v Q yy V 3 Z 0 LL O WO mm, O Q U j U Do Z O_ - n w J dM (A O I --I Z O N (A restLD W M OL .a -I U) O =X U w z W v u- go mac =w U) Ln i oN Z F V U) - O 01 W Z ant wt g to 11.1 W F U) J Q (n Of Z O LD U H p W N N W Toy! Q 0 U 0 ry Q � Z wad O DATE Ln Of 0612112022 O DRAWN M.RACHNER BY } DESIGNED BY PSSO0020EN pages • October, 20,20219:34 AM • • M. RACHNER CHECKED BY S. WILEY • • SCALE N/A CL f V 1 vL I � W a 0 z z (D U' Q>� L zQU z LU �m Lu aLL z U O Fee. Q � 2 J U IZ o Issues! LU J z I_I_I O cn N a rn 3 C3 0 DO L JOB NO. 49421 SHEET NO. Loa 1