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HomeMy WebLinkAboutARB201700111 Plan - Approved 2022-10-12CHARLOTTESVILLE ORTHOPAEDIC MINOR SITE PLAN AMENDMENT (SDP-2021-00083) ALBEMARLE COUNTY, VIRGINIA PROJECT SUMMARY NAME OF PROJECT: CHARLOTTESVILLE ORTHOPAEDIC CENTER PROJECTADDRESS: 2275 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 DEVELOPMENT TYPE: SITE PLAN AMENDMENT PROJECT NARRATIVE: THIS PROJECT CONSISTS OF THE RENOVATION OF AN EXISTING VACANT COMMERCIAL BUILDING INTO A MEDICAL OFFICE. SITE WORK IS ANCILLARYTO THE RENOVATION AND INCLUDES: MINOR REVISIONS TO CURBING AND GRADING, RESURFACING THE PARKING LOT, IMPROVEMENTSTO SITE LIGHTING, AND SUBSTANTIAL IMPROVEMENTS TO LANDSCAPING. WITH THE EXCEPTION OF ROOF DOWNSPOUT IMPROVEMENTS, NO UTILITY WORK ON THE SITE IS ANTICIPATED. PLANNING HISTORY: SDP198900047 (MINOR AMENDMENT) APPLICANT/OWNER: CONTACT: RESOLUTE HOLDINGS LLC DAVID NIELSEN, DO ADDRESS: 183 SPOTNAP ROAD; STE C CHARLOTTESVILLE, VA 22911 EMAIL: DAVE@CVILLEORTHO.COM ENGINEER OF RECORD: CONTACT: LINE AND GRADE CIVIL ENGINEERING RYAN D. CHENEY, PE ADDRESS: 1134TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DHYER@LINE-GRADE.COM SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE: THOMAS B. LINCOLN LAND SURVEYOR INC. SURVEY CONDITIONS FIELD VERIFIED BY RYAN CHENEY, PE ON 5/3/2022 CONTACT: THOMAS B. LINCOLN, LS ADDRESS: 671 BERKMAR DRIVE CHARLOTTESVILLE, VA 22901 PHONE: 434-974-1417 EMAIL: TOM. LINCOLN@LINCOLNSURVEYING@.COM PARCELS PARCEL ID: TMP 45B(1)-05-OC-00400 OWNER: CHARLOTTESVILLE ORTHOPAEDIC CENTER CONTACT: DAVID NIELSEN, DO ZONED: HIGHWAY COMMERCIAL (HC) OVERLAYS: PROFFERS: LEGAL AREA: 50,072 SF (1.1495 AC) PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: Per24.4, 21.4 MAX HEIGHTALLOWED= 65 FT EXISTING BUILDING HEIGHT= 22 FT PROPOSED BUILDING HEIGHT= 22 FT SETBACKS: Per4.20 PRIMARYSTREETMIN FRONT BUILDING SETBACK = PRIMARY STREET MAX FRONT BUILDING SETBACK = SIDE BUILDING SETBACK (ADJACENTTO HC)= REAR BUILDING SETBACK (ADJACENTTO R1)= REAR PARKING SETBACK (ADJACENT TO R1)= BUILDING FOOTPRINTS: EXISTING BUILDINGS PROPOSED BUILDINGS USES: TOTAL GROSS FLOOR AREA= OFFICE, MEDICAL(G.F.A.) = NET FLOOR AREA (N.F.A.) = Approved MMM 10/12/2022 2:06:24 PM 10 FT 30 FT NONE REQUIRED 50 FT 20 FT 6,025 SF NO CHANGE 9,154 SF 9,154 SF 7,323 SF VICINITY MAP N SCALE: 1" = 3,000' I o " PROJECT LOCATION s • r Od�q �► 4a , LOCATION MAP N SCALE: 1" = 500' w Q uj DESIGN INFORMATION: UTILITY OWNERS: DESIGN MANUALS REFERENCED: POWER: DOMINION VDOT ROAD & BRIDGE STANDARDS 2016 866-366-4357 (VDOT R&BS) VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK COMM.: UNKNOWN (VESCH) ALBEMARLE COUNTY DESIGN STANDARDS MANUAL PHONE: CITY OF CHARLOTTESVILLE (DSM) 434-970-3800 ALBEMARLE COUNTY SERVICE AUTHORITY DESIGN AND CONSTRUCTION STANDARDS WATER: ACSA (ACSA STDS) 434-977-4511 ADDITIONAL INFORMATION: DISTURBANCE AREA: 0.22 AC (9,506 SF) SANITARY SEWER: ACSA PRE -REDEVELOPMENT IMPERVIOUS AREA: 28,551 SF 434-977-4511 (0.66 AC, 57% OF SITE) POST -REDEVELOPMENT IMPERVIOUS AREA: 24,238 SF STORM SEWER: PRIVATE/VDOT (0.56 AC, 48% OF SITE) SHEET LIST TABLE SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET CO.1 GENERAL NOTES CO.2 GENERAL NOTES C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 SITE PLAN C2.1 GRADING AND DRAINAGE PLAN C2.2 GRADING INSETS AND DRAINAGE CALCULATIONS C2.3 SITE DETAILS C2.4 SITE DETAILS C3.0 LANDSCAPE PLAN C3.1 LANDSCAPE DETAILS C4.0 PHOTOMETRIC PLAN C4.1 PHOTOMETRIC CALCULATIONS AND DETAILS A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS TOTAL SHEETS 15 SUBMITTAL LOG SUBMISSION DESCRIPTION RECIPIENT SUB. DATE 1 1ST SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 11/1/2021 2 2ND SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 6/3/2022 3 3RD SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 8/17/2022 4 4TH SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 10/06/2022 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ENGINEERING DATE DEPARTMENT OF ZONING DATE FIRE MARSHALL DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF HEALTH DATE Mi 0 Q Z 0- LLJ O Z_ z � LL] 0 Z J 0U a_ LLI \ J r//^� LLJ VJ F— Q Lu ~O p Q J Cz Q G U LLJ LLI LLJ 'CH Op—ts 1%612022l PYAN D. CHENEY Iic. No. 0407000980 a /OVAL ENG` APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F . I N E + G R A D E Como GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE A ILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 2. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 3. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 6. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. MISCELLANEOUS: 1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580x131. 3. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. BUILDING INSPECTION: 1. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 2. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE, AND THE SPRINKLER LEAD-IN CONNECTION. 3. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 4. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES: 1. 2. 3. 4. 5. 6. 7. 91 a 10. 11. 12. 13. 14. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY BY LINCOLN SURVEYORS (04/16/2002) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) VERTICAL: NAVD-88 (GPS DERIVED) BENCHMARKS: (SEE IMAGES ABOVE) w Q T W z X 0 w 0- Lu O2¢ _ c z LJJ > Q Q z J Q o J J U � LL] of fa_ W c/) F- Q w W m J O p Q NJ Cz or__ G Q U 0 z tiC ui m Z z m (f) LLJ z Q z lLLJ V 'CH OF� >%6�2022 '21 RYAN D. CHENEY Y _IC. N0. j0402060980 ZONAL EN.i APPROVED RDC SUBMISSION N,�r 4 PROJEC 2110004 THE W0Rv, 01 I N E + G R A D L PROPOSED LEGEND EXISTING S SANITARY CENTERLINE S W WATER CENTERLINE STORM SEWER GAS GAS LINE UGE UNDERGROUND POWER 00mm UNDERGROUND COMMUNICATIONS OVHD OVERHEAD UTILITY O!/HO 382 CONTOUR LINE 382 CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE _—� BUILDING OVERHEAD/PROJECTION WALL TREELINE — — PROPERTY LINE — — EASEMENT LINE — — — — — — — — — — — — — — — BUILDING SETBACK LINE --------------- — ROAD CENTERLINE CHANNEL CENTERLINE — — — — BERM CENTERLINE LOD - - - - - LIMITS OF DISTURBANCE DRAINAGE DIVIDE UTILITY POLE —� ADAACCESS PATH AND LANDING DETECTABLE WARNING STRIP —� SIGN 12 4 PARKING/HANDICAP PARKING COUNTER ENTRYWAY/INGRESS/EGRESS SYMBOL TREE O SHRUB CONCRETE BMP RIPRAP ABBREVIATIONS AC ACRES LVC LENGTH OF VERTICAL CURVE ADJ ADJUST MAX MAXIMUM APPROX APPROXIMATE MIN MINIMUM BC BACK OF CURB ME MATCH EXISTING BLDG BUILDING NIC NOT IN CONTRACT BM BENCHMARK N.T.S. NOT TO SCALE BVCS BEGIN VERTICAL CURVE STATION OC ON CENTER BVCE BEGIN VERTICAL CURVE ELEVATION OD OUTSIDE DIAMETER BW BOTTOM OF WALL O/S OFFSET CL CENTERLINE PC POINT OF CURVATURE CIF CUBIC FEET PCC POINT OF COMPOUND CURVATURE CG CURB AND GUTTER PI POINT OF INTERSECTION CONC CONCRETE PRC POINT OF REVERSE CURVATURE D OR 0 DELTA ANGLE PROP PROPOSED DIA DIAMETER PT POINT OF TANGENCY EC EDGE OF CONCRETE PVC POINT OF VERTICAL CURVATURE / EG EXISTING GRADE POLYVINYL CHLORIDE EL/ELEV ELEVATION PVI POINT OF VERTICAL INTERSECTION EP EDGE OF PAVEMENT PVT POINT OF VERTICAL TANGENCY EVCS END VERTICAL CURVE STATION R RADIUS EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY EX EXISTING SAN SANITARY SEWER FG FINISHED GRADE SCH SCHEDULE (PIPE WALL THICKNESS) FIND FOUNDATION SO STORM DRAIN GRVL GRAVEL SF SQUARE FEET HC HANDICAP SMH SANITARY MANHOLE HP HIGH POINT STA STATION ID INSIDE DIAMETER SW SIDEWALK IRR IRRIGATION TC TOP OF CURB INV INVERT TEMP TEMPORARY LAT LATERAL THT THROAT LF LINEAR FEET TW TOP OF WALL LOD LIMITS OF DISTURBANCE TYP TYPICAL LP LOW POINT WSEL WATER SURFACE ELEVATION PARKING CALCULATIONS: CODE REF. USE REQUIRED RATE NET FLOOR AREA REQUIRED SPACES 4.12.6 MEDICAL OFFICE 1 SPACE / 200 SF of NFA 7323 36.6 ADA208 HANDICAP REQUIRED: 2 TOTAL PROVIDED: 37 HANDICAP PROVIDED: 2 WATER DEMAND CALCULATIONS: FIXTURE VALUE FIXTURE PSI NO. OF FIXTURES FIXTURE VALUE TOTALS BATHTUB 8 BEDPAN WASHERS 10 BIDET 2 DENTAL UNIT 2 DRINKING FOUNTAIN - PUBLIC 2 KITCHEN SINK 2.2 LAVATORY 1.5 SHOWERHEAD (SHOWER ONLY) 2.5 SERVICE SINK 4 TOILET- FLUSH VALVE 35 -TANK TYPE 4 URINAL- PEDESTAL FLUSH VALVE 35 - WALL FLUSH VALVE 16 WASH SI N K ( EACH SET OF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (50ft WASH DOWN) —1/2 in. 5 —5/8 in. 9 —3/4in. 12 0 0 0 0 0 0 24 2.5 4 0 20 0 0 0 0 0 0 9 0 16 1 1 5 1 'VALUES FROM AWWAM-22WORKSHEET COMBINED FIXTUREVALUETOTAL= 59.5 ESTIMATED DEMAND= I GPM FROMAWWA FIG. 4-2 OR 4-3 ASSUMED AVAILABLE PRESSURE AT METER = 90 PS/ PRESSURE ADJUSTMENT FACTOR= 1.25 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM = 30 IRRIGATION TOTAL IRRIGATION AREA = 0 SF NUMBER OF IRRIGATION SECTIONS= 0 (100 FT2 SECTIONS) IRRIGATION SYSTEM TYPE IRRIGATION FACTOR 0 IRRIGATION DEMAND (NO. OF SECTIONS x IRRI GATION FACTOR) GPM = �0 HOSE BIBS QUANTITY DEMAND 1/2" BIBI 0 5/8" BIBI 0 3/4" BIBI 0 TOTALIRRIGATION DEMAND (IRRIGATION+ HOSE BIBS) GPM =� FIXED DEMAND ADDITIONAL FIXED LOAD, GPM = 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 30 METER REQUIRED= 1" POSITIVE DISPLACEMENT EXISTING METER= 3/4" POSITIVE DISPLACEMENT FIRE FLOW CALCULATIONS: TEST INFORMATION NEEDED FIRE FLOW HYDRANT LOCATION HYDRANT ELEVATION RESIDUAL PRESSURE STATIC PRESSURE FLOW 2275 Seminole Ln 400.00 91.4 PSI 113.6 PSI 2414 GPM USE* NEEDED FIRE FLOW TYPE VB, 4,000 sq. ft. TOTAL FLOOR AREA 1750 GPM AVAILABLE FIRE FLOW FLOW AT 20 PSI RESIDUAL PRESSURE (Q20) 5,250 GPM *IN ACCORDANCE WITH APPX. BOFTHE IFC ITE TRIP GENERATION: WEEKDAY TRAFFIC USE DESCRIPTION ITE CODE UNITS TRIPS/UNIT QTY OF TRIP VEHICLES AM PEAK HOUR PM PEAK HOUR UNITS REDUCTION* PER DAY %IN %OUT IN OUT TOTALTRIPS %IN %OUT IN OUT TOTALTRIPS Medical Dental Office 720 1,000 SF 34.80 9.15 319 78% 22% 21 6 1 27 28% 72% 9 24 1 33 *Note: all land uses in the 800 and 900 series are entitled to a passby trip reduction of 60% if less than 50,000 SF or a 40% reduction if greater than or equal to 50,000 SF. TRIP GENERATION DATA LE 0 LLJ Q 0 o VJ LLJ 0 J Q 0 w Q F— z CLLJ G Q � Z z � L L] G > Q Z Z J 0 LLJ L1J cl� F— Q LLJ OJ Q z II v! LLI z NQ L.L LL] z fLLJ V 'CH OF—Im r%612022 r RYAN D. CHENEY Iic. No. 0407000980 wj�-.y 10NAL ENi APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F I N E + G R A D E COm2 ( ,SYyH BELL ATLANTIC TMH TOP 408.87 TOP 408.04 J / I %l2'RCP ( l V ASANDONEDXGRA TE �.�. �� IN 404.99 J /\ TOP A/1//J/T//1/ 0/ DRAINAGE AREA TO X-2 X-8 AREA = 0.12 AC TOR 406.37 C = 0.77 INVERT 364. 37t o TC=5MIN Q10 = 0.63 CFS —S� T40-5.66 21-2B L=4' Lf I b/-2A II �O, 07.95 �\ T 406�1\ \— \ INV OUT 4 05.4 5 \ \ L=2 \ SMH P 4 0.85 SMH T07'4197.76 5 - \204_52' T0� - \ s u° W �x 1�v � 60^ f7CP � \ \ \ \ N 23°3/'55" E 32.77' TG OF ROCK % _ _ - - LOC V� � - - IP 3.07-6 I 9 1 LOC L=43.29, R=25.00 REMOVE EXISTING CURB AND GUTTER D - 3 REMOVE EX. LIGHT POLE EX. CURB TO BE REMOVED REMOVE EX. LIGHT 12Psg10�rXfs' % \ l8' STRI EDICATED FORUTURE \) GW I 7 1 \ PASSA G-WAY THROUGHLOTS \ \ \ o I 0 S L C PS 515 PG 409I(PLAT) I I x EX. CURB TO BE REMOVED I / / PROTECT EX. LIGHT POLE PROTECT EX. LIGHT POLE L I 4p2/ \ IWE LLC \ l \ TMP 45B1-5-A-9 LOD 7,663 F I \ D. B. 1222 P. 166 \ \ \ D.B. 1065 P. 47 I ' SAF 199 LF x REMOVE EX. BOLLARDS EXISTING FENCE — \ \ D.B. 515 P. 406 PLAT \ I TO REMAIN - \ 1 0. 93 ACRES \ ZONED: HC \ \ \ �GpS' L I GM 403 / PRESENT USE. _� \\ COMMERCIAL \ \ \ x > — EX. CURB TO BE REMOVED _ TP 138 LF� S x REMOVE (2) EX. A/C UNITS \ \\ \_ __ J- _ _ 11792 SF %PPROX AREA OF - _ _ _ _ = _ _ — TP 123 — _ _ _� — — _ _ — — \�\\ — — 4 25 - — — = TREE CANOPY WITHIN PROPERTY — _ _ �_ — — — — — \ \ \ 428'2��6� RESOLUTE HOLDINGS LL = = REMOVE EXIST GUTTER PAN AND CURB _ IN FRONT OF DUMPSTER PAD AND GRADE : —� TMP 45B1-05 C-4 \\ — _-- = = \ \\ DECIDUOUS AND — \ `� = DUMPSTER PAD STRAIGHT TO EP LINE \ ` _ _ _= L =S . 58, R=700.00 \ _ \ \ D.B. 122210. 166 _ _ \ z_ —_ 0=4 °32 57 \ EVERGREEN4TR5 ES = \\ = — = = - D. B. l0/3 P. 347 _ ' STEEP SL OPES \\ \- - = _ \\\\ \� WITH UNDEf RY — \ _ — _ D.B. 98/ P. 683 PLAT`� \ \\ \ SE BRUSH - D.B. 601 P. 705, 708 PLAT _ _ \\\ \\\ \\— 440 > , \ \ \ \\ \ \6�=vcH�a� _ ZONED- He -PRESENT USE.' COMMERCIAL 1 \ 30°05'12" E 264.97' S31 °05'06"W 52,57' DRAINAGE AREA TO X-4 x / \ \ AREA = 0.99 AC \ \ MOHR, MARY C = 0.54 I \ / TMP 458/-05-C-4 \ RADO, M 45 -0 -C-1 lO I \ / D. B. 1525 P. /03 T� = 5MIN IMF 45Bl-OS-C-I \ / D.B. 4752 P. 569 3.55 CFS . . I325 P. /03 Q10 � D.B. 4752P. 569 D. B. 5042 P. 526 \ D 0. 79 ACRES26 0. 79ACRES \ ZONED: R1 / ZONED: R1 I I I I PRESENT USE- RESIDENTIAL � \ PRESENT USE- RESIDENTIAL '00��\ \\ I A � Cll \ �LD \ SF \ LINK FENCE JND \// A / MILL AND OVERLAY AREA (14,617 SF) PAVEMENT/CURB DEMOLITION AREA (7,766 SF) SAF SAFETY FENCE TP TREE PROTECTION IP INLET PROTECTION --------------- \ EX. /5' DRAINAGE ESMT DB 981 PG 683 (PLAT) DB 509 PG 317 (PLAT) pm] n PRESENT USE- OFFICE U .I 0 II w I I O :z i404- — — — _ O Q \ \ / — 408- \ J z Z:) J0 412 -- \ a_ LU - \ 4ti6 V i� W DRAINAGE AREA TO X-7 AREA = 0.59 AC — — — - O O Q C = 0.65— I TC=5MIN I Q10 = 2.54 CFS \ Q GRIFFIN, STEVEN E TMP 4591-05-C-3 D.B. 90510. 406 D.B. 3891 P. 213 D.B. 3957 P. 527 A 08 ACRES / ZONED- RI PRESENT USE: RESIDENTIAL 0 z tiC m z z v, N 'CH OF 77 ryo /%602022 2 _ o U RYAN D. CHENEY Y LIC. No. 0402060980 a /ONAL / ' a1 \ ` I / I I I \v ENG`� � p ASQ � l I I ----- - __ / 3� EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 20': 0 20 40 APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E ,g/yH BELL ATLANTIC TMH TOP 4 09, 97 TOP 4 08. 04 J I ONED �I TOP N404. 99 / 407.99/ NV OUT 404.84 GRA TE T 4 05 88 X-8 'TOP 406.37 1NVERT 364. 37t O � � SMH �P 4 0.85 SMH' � � SMH - 3tJP40366-29L=4' S--T--07 15 J\ INV OUT 399,/5 / /8R D/2� T 4D�.64 -111 OUT 402.3E / 51-2A �1-7 \OP 407.95 �\ 709'406.,,�1 \I INV OUT 4 05.4 5 \ \ L=2 \ I \ I \ \ N52 Go` X-5 GRATE NNTOP 401.50 I INV IN 397. 90 INV OUT 397.75 INOLE LANE-X_ PUBLIC SrRE T D%P9 L _.6 MATCH EXISTING CURB VARIABLE R W INV IN 3 3.7I IN LINE AND GRADE - E ® SMH TOP 4 /N00. 7 398>BS V l/V 0& REPLACE EX. J" WM / INV��6B'37+ WITH NEW 1" WM 8"PVC \ INV lB p '--- 0 � y' LO ° � J MB 8" PVC V OUT 392. 09 L 5 I MATCH EXISTING CURB ' �_ _ '!^' ' 4 I - \`/2^ IN LINE AND GRADE \\ s a \ \ N�KING S CK 0I-2A L=2' m 25.77' 6p"� TOP 4 \ \\ \ \ \F ASS f 23 .0'IPW „ \ \ O' RCP -I _ - Rc. .. P N 23°3I'55" E 32 LL O F ROC- _ I TOP 4 1.11 O 18 - -LOD 1843 SF L/NK FENCE INV III T (TYP) � I R18' R18' lNV1 393: - \ \ \ \ \ L=43.29, R=25.00 E J '� _ swIm \ \ \ 0=99'12 48" I - - - - - - - X_ - EX. I" WATER SERV - _ _ _ _ - - - R5' INV O T 39 9 fi .. \ \ Dl-3C L=4 ' - - - - - - - - - - - - - - 30' SETBACK (TYP) VDOT CG-6 _ - - - \ ` \ � S I TOP 4DJ-28- - \_----7NV1N-5 Nam' - \ N \ O = 97 \ \ \8' STRIP EDICATED FOR UTURE \ GW I L \ _ _ VDOT CG-2 CURB TYP \ - 3. 7 /0" BP EX. /5' DRAINAGE ESMT \ \ \ INV OUT ,344.78 ( ) / 4 2.12 PASSA SWAY THROU H LOTS \ \ o / a POSS�B�E LEC SERV LANDSCAPE PAVER / DB 981 PG 683 (PLAT) \ ` 4515FIG40BI(PLAT) to6� ------------ - WALKWAY . 4 WHITE TYPE B DB 509 PG 317 (PLAT) 4" WHITE TYPE B R9 i O \ CLASS I PAINT (TYP) / / I I / I / I I CLASS I PAINT (TYP) I I ® >' O' T 2- I� 18' - / II I I \ / LP I \I O 0 6' SIDEWALK a12 O �� 12', o� / 14' SEE DETAIL 1/C2.3 ,_ IWELLC \ / / (Y, 4o I \ BOA _ T-_- ~ P BOZ7/ ERMANUS LLC \ \ MP 45B1-5-A 9 I I o H \ D.B. 110P. 6 P. 166 I I 5 5' SIDEWALK D.B. 5/5 ' VDOT TMP 45B(U 5-C-4A O I CG-12B 1 LOT 004,40 \ D.B. F 406 PLAT P. 47 I I J SEE DETAIL 1/C2.3 3- \ 111 -- \ \ 0. 93 ACRES \ 18 �' 18' A EXISTING I _ _ AWNING FOOTINGS (TYP)1981 P. 9 \ \ \ ZONED: HC \ \ \ \ \ \ „ ELECTRICAL • LISTING GAS METER r r SEE ARCHITECTURAL PLANS ti D.B. l93/ P. 692 \ PRESENT USE. I ��o I METER ] ' �� I 403- D.B. 991 P. 683 \ COMMERCIAL \ \ \ - I 8' HC PARKING SIGN 18 -�i' �' PLAT D. 9. 98/ P. 680 � - o ,_ _ VDOT CG-12B \ \ I Q: SEE DETAIL 6/C2.3 102 EOHC ZONED HC pm] _ �� �� - -\ W O 1 & ' I 3 5' a PRESENT USE-zz OFFICE U �� �� ���\\\�� �- \ \ `�408_�� - - -O - - - Q VDOTCGI2C _ \ to MATCH EXISTING CURB Q r - EXISTING BUILDING HC PARKING SIGN i 3.5'I DID 7663 SF - - - - o� IN LINE AND GRADE 'SIDEWALK SEE DETAIL 6/C2.3 \ w RENOVATION SEE DETAIL J/C2.3 I Q z 2.5' MODULAR BLOCK WALL FFE I � I I \ -- - I I Off¢ _: ��_ \ \ \\\ \-4/9 \ \ \\ - \ _ DUMSPTER PAD -422--50'BSL = - - -423- - - _ _ - - -- - �� � VDOTCG-2CURB_ 24' w 14782 SFAPPROX. AREA OF - _ _ _ _ _ _ __ - -- = = \ \ \ ` 424 25 - - = SECOND FLOOR DECK . - - _ 404 \ O CC _ _ - -425- - = TREE CANOPY W1THIN PROPERTY \ \ G �� - �� - �\ \ \\\ - - - \\\� �\ \� - NO PARKING \� / ` - - - �_-427- _ _ SEE ARCHITECTURAL PLANS DELIVER/LOADING ONLY _ \ �\ \ J --- Q -42, PROPOSED HVAC UNITS SIGN - \ \\\ \ - LLI Z - - RESOLUTE HOLDINGS LLC _ \ \ MIX OF MATURE (4 GROUND MOUNTED, 2 MOUNTED TO BUILDING \ / -408- \ J ZQ O ABOVE. SEE ARCH ELEVATIONS FOR DETAIL) TMP 45B1-05 C-4 _� _ 6" WHITE TYPE B = �\ \ / \ \ DECIDUOUS AND D.B. 1222 P. l66 _ - CLASS I PAINT (TYP) �\ \ \\ X L=55.58, R=700.00 \ - - - - D -4 °3 57 \\ EVERGREEN TREE _ = \� _ D.B. 10/3 P. 347 �� �� �\ - �� \ \\ \ \ \ ` \ \ ' / / 412 - \ Lu WITHUNDERSTOR )' -\\ 433- - _ �� w D: \ AND DENSE BRUSH - \ - 434 - D B PLAT � 435 Lu \ \\ 43637= - LlSACRES �� `\ \\\ \\\ \ 416 D T > \ \ \ \ - 6 G gL i3 q ZONED: HC \\ \ \ \ PRESENT USE. COMMERCIAL a\ \ \ �- O 90' `__. N30005'12'E 26 \ \�\- z Q S3/°OS'06"W 52.5T�442� \ \ \ _ C \ \ -X I � G Xl\ GRIFFIN, STEVEN E � MOHR MARY \ TMP 458/-05-C-4 \ \ GRADO, MARTA OR ACCUA 0 I TMP 45Bl-OS-C-3 / \ D.B. 1525 P. /03 \ \ TMP 45Bl-F. /03 I / I D.B. 3991 P 213 \ D. B. 4752 P. 56 9 \ D.R..4752 P. /03 / D. B. 5042 P. 526 \ I � \ D. B. 4752 P. 56 9 I I 0.8. 3957 P. 327 \ 0.79 ACRES \ \ \ D. B. 5042 P. 526 I I I / I .OS ACRES 0. 79ACRES I ZONED.- Rl ZONED: R1 ZONED: RI 1 PRESENT (/SE- RESIDENTIAL i \ PRESENT USE.- RESIDENTIAL \ \ \ I I / \\ \ PRESENT USE- RESIDENTIAL I \ \ \ \ Lo SITE NOTES: 18 ` o 1. ALL PROPOSED CURB RADII ARE 3' UNLESS _ Q OTHERWISE LABELED. - G� ` / \ / 2. WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLG CRITERIA: VISIBLE LIGHT TRANOSMIITTANCE (V T) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM / \ / THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4. NEW FULL DEPTH PAVEMENT EXISTING PAVEMENTS SECTION AREAS SHALL MATCH - SITE PLAN AMENDMENT 1 1" = 20': 0 20 40 J, 'CH OF� o� �%s/zo2z 2 U RYAN D. CHENEY a LIC. No. 0402060980 IONAL ENG` APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E C2m0 ✓lam 4VG.✓V /;;� --,' ILL0 S 92. 08 404 /8 \ INVf6d 392. lB 0 ;'/ AREA =0.15AC \ ^/ 4024, Dl-2B L= 40L52 \ � •_ i 8"PVC �O12,9L- C = 0.74 SEMIINO�E LAND \ ,� 6p,CP \ �9� - - QZ- - - - Z I INVL�UT 399. T = 5 MIN �� �'�/c .fir / \ wv \ C \ \ \ s, - 0.72 CFS / VARIABLE Row oe-Sz / o sic Q10 - MB tu I 40Z 17 NV OUT 393.3/ QZ =5,250 w / "/DO.84 q. �\ X-5 GRATE - - - - �.. "ywWry ,adw'Yrte .Yrw.4 + \ - W I `C\ TOP40450 BC400.30 YJr ,a� i> a�� - ,w+wpo, \ O o INV 1A1397.80 TC 40/OS n• '��il, ""7E g E# g kE M.n^ ` n yy+ r. .yw. PLANTE \ T 99. Z CG-6 V OUT 597.75 - Tc 40 r. 6UTTE +" a\• E 'mwm+. ' "Yx . "•mow+n^ »uM+n^ - - S 25•°�2,3 „ w` BO .• r �p - \ ° W yy / X-4 BC 4 00.82 - -. a ° w..n " i •-\ rw \ J \ C L=4 , TC 40/. 35 "•mn- / s - - - - - - maa`- - r = ^w Z" BP X- TOP L2g 3p wryer �- _ ` s �_ _ ---- T 1 a n<s y \+ 1,01.12 Z i Dl 2A L =2' \ NV l 6.28� r n^ \ /rp„ Yr""" a e FL 401.19 _ JG e a + m lOP 4 02. /6 S'O�/NV OU 4 'Yrw a "`§ + � � g.Yr � I „� - TC 401.69 • -�>' FL 400.76 e 411580 \ I 7 • .Y! Eat „ ''•uvnln - TC 401.26 \ � E# s. Mtn^ "•YiM1 � I -_ � - • 1. 46( Yr"Yrrr a ` .y� a - / @ ' M n^ 40,//" W 204.52 .Yr• a w.rg•a` ''�: 1 E'A E ^+wM+n 60 RCP r ? - _ �, _ / • • TC 4 l S23E+ 401.36 5 N LOD 1843 SFI 4 X-,5 CP EC 401.15 _ _ • EP 401.19 EP 400.73 / LINK FENCE TC 401.65- s - - a` I TOP 40/. I ^' , v - - _ - -- HP 402.55 INV IN 393. 1 e�m TO/, FROCK � - p ° - I INV IN 343. 9I I I Lu Yr• HP 402.25 _ W and - --_--- PP3.,8 r . � I ♦ I lNvOUT 3 .7/ - / / \ �� • a `/HP 402.01 ,IT • ,� �, I _ _ - -- - - - - - - 30' SET CK 6 I U ND P FL 400.67 _ _ TC ao1.17 M DETEN _ _ R=25.00 �Q�2 � l I I � ? � 01.51 - ` _ I� � ° \ I I I I EP 01.79 401.46 EP 01.56 401.49 TC 02.01 / \ TC 40FL 01.13 FL 400.47- 1 rc ao2.2s TC ao2.os �- EX /„ w ER SERVICE - - - - - _ - _ - ■ \ - EP 401.67 VP TC 00.97 - I I CONTRACTOR TO ENSURE _ TC 4o2.17� +� / X-7 S I POSITIVE DRAINAGE OVER TOP - - - - - - - - - - - - - - - - - - - - I \ �F NEW PARKING LOT CURB - - 111 _ - - 401.01 v TOP= 00.9 + \ / + I\ I I -I- 40205 402/3� 57 \ \ \ + /0"B \ \ / 402/ 405.36 - f I v CAST PVC OUTLET _ INTO CURB INTO CURB PVRB OUTLET I I POSSIBLEELECSERVIC EP402.30 40Z11 X EP 402.89 EP 402.40 EP 402.89 ° TC 402.80 EP 402.74 TC 403.40 TC 402.39 ■TC403.39������������__�__�__ ������ ,: �������- HERMA, - _ + I -4' PVC I �� ♦ / I TMP � B 4 PVC 3.00 LF @ 0.00 % p OHO O00 C� C�OC� C�� D.B. /9E 402 L5 3.00 LF @ 0.00% 6" PERF. PVC F \ ini r 17.50 LF @ 2.51% INV. OUT02.66 : I INV. IN:402.22 INV. OUT:402.66 ..,.___ _. _ , \ I D.B. 1915 INV.O_UT:402.30 I INV. OUT:02.74 " q"" EP401.97 D.B. 98. EP 402.47 0 I ®OdnLJLJJ O = _ „ '� TC 402.47 • PLAT D. B. EP 402.65 L02f TC 402.97 I @ LL I 0 (D I TC 0315 / \ TG 4 2. l3 ZON I I \ EP403.41 �a 'I FRENCH DRAIN O O I P5 PRESENT C TC 403.91 � � � L � � � Z IIII I I \\ \ 40/4 I CENNTERED UNDEGTH R SIDEWALK SOLID PIPE ® I I on 0 J / I JP j V ■ NORTHERN SIDEWALK RAMP O x LOD7663SF \ \ + EXISTING BUILDING SEE GRADING INSET4/C2.2[ = O I I \ I + 0- LIJ /- C I \ 404.08 - F1 EP 02.99 w o I \ \ 402. \ -- RENOVATION H� rcao3.as ♦ 0 2 Q fEP 02.71 402. // = Q z MI I I FFE = 404.44 O u rc403.21 Lu I \ I I FRENCH DRAIN 7 1 0 I \ ao3.00 O a Z \ 4 I I �JI - - - - a "" TC 403.50 0 � z � r FI 1 ■ I v EP 403.58� �- - - J1 Q Q I I r I TC 404.08 J J U Q ice, I o �,:,:„�,:♦ I W EASTERN SIDEWALK RAMP ? W Z I Ion I • SEE GRADING INSET 3/C2.2 G I o (^ � / \ SOUTHERN SIDEWALK RAMP I o a II I Q - �0 - / / Q + SEE GRADING INSET 5/C2.2 o m > ° T 403.05 w Lu Lu T I EP 04.664. Z° \ I - j a O I m v 7 O J Z TC 405.16 I i8 EP 403.56 _ O EP 404.11 404.188I z Q _ _ , TC404.61 TC v PROVIDE 8' LENGTH OF SOLID PIPE 2 C n CENTERED UNDER SIDEWALK / ° c w I 1 EP 404.18 EP 04.22 I _ o - Q • TC 405.18 TC 404.72 4 BW 404.30 TW 406.27 �V !■!■JJII LL I TW 406.27 40427 STEP DOWN 1 BLOCK 40 LI? _ + i _ BW 404.36 J - -� 6" PERF. PVC Y_ TW 406.94 + \ 6.48 LF @ 16.39% - BW 404.44 I .s..il -' I+ CAST PVC OUTLET - 1 - - - - - - - - _ _ - - TW 406.94 a^ PVC INTO CURB WYE FITTING EC 403.94 M.E. EC 404.02 /f- 4.00 LF @ 0. % _ -- \ INV. IN: 404.37 SD-1 - EP 404.33 \ - ( ) -♦� ® ® I INV. T:04.34 I - - e� INV. OUT: 404.37 �_ � � I INV. OUT: 404.34 \ ` \ �� 8' NYLOPLAST DOME GRATE II� I \/�- - - \ 6" PERF. PVC 6" PERF. PVC CAST PVC OUTLET \ \ RIM:406.75 11.80 LF @ 3.73% I INTO CURB \ / - - - - - - D RAI NAG E AR EA TO X-4 \ \ 6.99 LF @ 1.00%�4 INV. IN: 404.54 (RD-1) AREA = 0.97 AC - \ \ \ 6" Pvc INV. our: 404.44 • � I EPaoa.76 I �"' EXTEND CURB DOWN TO EX. C _ 0.50 _ _ _ ` \ \ \ \ 12.38LF@11.79% II- _ -I FRENCH DRAIN �' EP404.84 `1 I GRADE AND FINISH EXPOSED \ \� . - TC o5.3a f v o BACK OF CURB Tc=5MIN _ Q10 = 3.27 CFS \ \ \ \ \ \ RD-1 -� �- - \ 61N CLEA OUTS _ �_ _�_� _ _ _ _ _ s r��-EC 404.32 4 4 EC 404.28-_ EC 404.44 I Pj�TH Of. \ _ _ \_ - - - - _ 6 IN CLEANOUT _ - \ INV. OUT: 406.00 \�� \ -------------�-- INV. OUT: 04.77%L 4"PVC--------------- --- TC 404.82�t=s=�=lC 404.78----~TC 404.94 6" PERF. PVC O f \ \ \ \ \ - --4Z \ \ \ \ \ \ \ \ \ \ \\ 7.59 LF @ 1_05% INV. OUT: 404 69- \ / / \ O 1%612022 '2 INV.OUT:404.77- - _ _ _ / / U RYAN D. CHENEY 9 TREL _>i%PY WITHIN PROPER! YLIC. N0. jo4o2p6o98p B /4061571 !/ IONAL DRAINAGE AREA TO X-7 \ \ Bw 409.70 APPROVED RDC _\ _ AREA = 0.58 AC EVERGREENS FES D. B. 1222 P. l66 C = 0 6 0 \ \ \ 4 \ \\ \ \ \ _ RESOLUTEHOLDINGSLLC \ \ \ \ \ \ _ \ \ _ _ _ TMP 45B1 05 C 4 - - _ \ \ \ _ _ _SUBMISSION! \ \ \ \ \ - _ _ \ \ PROJECJ 2110004 -55. 58, 1? 700. DO \ \ \ \ \ wrTH uNDERsroRY - - - - - - \ \ - - - - - - - - - - - _ _ T� = 5MIN \ \ \ \ \ - \ - - - D.B. 10%3 P. 347 D=4 °32'57"\ \ \ \ \ \ AND DENSE BRUSH - - - - - \ \ \ �43{ ` - - - - - - - - Q10 = 2.33 CFS ` \_ \ \ \ - \ \ _ - - \ \ \ \ \ \ T H E W O R v , 01 - - - D. Y. B.601 P. 705,8708 FLAT \ \ J- 1.15 ACRES - _ \ \ \ \ \ \ \ \ \ ` I INE + G R A D L, -34- ZONED: HC _PRESENT USE' COMMERCIAL 1�- GRADING AND DRAINAGE PLAN C2ml 1" = 10': 0 10 20 DRAINAGE AREA TO X-2 GRA VEL CURB INLET SEDIMENT FILTER -.� 01 ._ w1,r�11(t!�l� �Zan, � if4 GRAVEL FILTER RUNOFF WATER T� �h�,,� �qrot 4!>Azzr! 111 _!III ICI �I c SEDIMENT CONCRETE G ER f SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. Source: Va. DSWC O Plate 3.07-6 3.07-6 CURB INLET PROTECTION (GRAVEL) Inlet ID Inlet Type Length g Drainage g RunoffCoeff. Intensity I y() QtoInlet QCar over ry QCa tured p QB ass yp InletEfficienc y Road Long. Slope Road Cross Slope (Sx) Inlets read p Pondin Depth g p ThroatHei Height g Local Depression p (ft) (ac) (C) (in/hr) (cfs) (cfs) (cfs) (cfs) N (ft/ft) (ft/ft) (ft) (ft) (in) (in) PRE -REDEVELOPMENT X-2 VDOT DI-36 1 10.00 1 0.12 0.-R 1 6.64 1 0.61 1 0.00 0.61 1 0.00 1 100 1 0.010 1 0.026 1 3.25 1 0.20 1 5.0 0.0 X-4 VDOT DI-3C 4.00 1 0.99 0.54 6.64 3.55 0.00 3.55 0.00 100 Sag 0.045 9.86 1 0.44 5.0 0.0 X-7 VDOT DI-3C 4.00 0.59 0.65 6.64 2.54 0.00 2.54 0.00 100 Sag 0.014 19.75 0.29 5.0 0.0 POST -REDEVELOPMENT X-2 VDOT DI-313 10.00 0.15 0.74 6.64 0.74 0.00 0.74 0.00 100 0.010 0.026 3.74 0.21 5.0 0.0 X-4 VDOT DI-3C 4.00 0.97 0.50 6.64 3.22 0.00 3.22 0.00 100 Sag 0.045 9.24 0.42 5.0 0.0 X-7 VDOT DI-3C 4.00 0.58 0.60 6.64 2.31 0.00 2.31 0.00 10D Sag 0.014 18.51 0.33 5.0 0.0 OINLET CALCULATIONS (10-YR STORM) \ `EP 402.99 TC 403.55 - - - - - - - - - --- - - - - - - SWITC404.27�/,VA SWITC404.27-j P5/ TC ----------------- \ TC 403.21- EP 402.72- V V v V V 21.5' EP 402.79 T0 U O C 0000 0 00 0 00 O' 0000C 00000 000 o0 o O Oo Oo 0 EP 40. TC 40E EP 403.00 --� v------------ ----I� °L-------------- lu ul-TC403.50- TC 404.10 TC 403.67 EP 403.58 EP 403.17 Z5, u c, v Qo R w Q T W z X 0 IJ IZ W O2¢ _ � z �z0 w oQI-- z J J ov w W ~ :�i w m O OJ J z U 49 z z z m I 'CH OF� 1%6�2022 '21 RYAN D. CHENEY Y -IC. No. 0402060980 ✓is v 10NAL EN.i APPROVED RDC SUBMISSION! n," 4 PROJEC 2110004 THE W0Rv, 01 I N E + G R A D L 3 �- EASTERN SIDEWALK RAMP GRADING INSET 4 �- NORTHERN SIDEWALK RAMP GRADING INSET 5 �- SOUTHERN SIDEWALK RAMP GRADING INSET 3 C2m2 1' = 2': 0 2 4 1" = 3': 0 3 6 1" = 2': 0 2 4 RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) 2% CROSS SLOPE (SLOPED TO DRAIN 6" X 6" W2.9 X W2.9 W.W.F. CENT I 1 III —III ERED IN CONCRETE -111-1 I I-1-1 1 1-1 11—I MIN. 4" THICK, 3000 PSI CONCRETE II-111-1 1 1-1 El 11-1 I I- -1 11-1 I I -I I I-i -II I -I I -I 11=1 11=1 1I- I-1 I I-1 -III-III=III= 4" VDOT 21A STONE BASE =III-III-III-III-III-1 PRE -MOLDED JOINT FILLER NOTE: 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION JOINT AS SHOWN ABOVE. 2" ASPHALTIC CONCRETE, VDOT SM-9.5, SURFACE COURSE STD. CG-2 CURB 6" DENSE GRADED/ \ \ AGGREGATE BASE COURSE, VDOT 21A \\/ COMPACTED SUBGRADE SAW CUT 2' FROM FACE OF CURB EX. AGGREGATE BASE I 8" 4000 PSI CONCRETE FIBER REINFORCED I 6" VDOT 21A STONE BASE COMPACTED SUBGRADE / OSIDEWALK O MINIMUM PAVEMENT PATCH O DUMPSTER PAD PAVEMENT SECTION O HANDICAP PARKING SYMBOL THANDICAP PARKING SIGN ,VEMENT ED( yr SPACE 4" STRIPING SPACED 2' APA 5' 8' MIN. MIN. SEE PLAN SINGLE HANDICAP SPACE 1' RESERVED PARKING Na PENALTY $100 S500 FINE TOW AWAY ZONE in VAN o ACCESSIBLE I L_ VAN PLACARD 5' MIN. TO (WHERE APPLICABLE) FINISHED GRADE HANDICAP PARKING SIGN PAHANDICAP RKING SIGNJS _ LU7e\9i\I'C\ VAN i TT ADJACENT SPACES OR VAN SPACE HANDICAP PARKING SPACE NOTES: 1. SPACES SHALL BE COMPLIANT WITH ADAAG 502.6 AND VUSBC 1106.8. 2. ALL HANDICAP PARKING PAVEMENT MARKINGS SHALL BE WHITE IN COLOR. HANDICAP PARKING SIGN NOTES: 3. SIGN SYMBOL SHALL BE INTERNATIONAL HANDICAP SYMBOL. 4. SIGN MATERIAL TO BE 0.065" ALUMINUM SHEET. 5. VAN PLACARD SHALL ONLY BE INSTALLED WHERE DESIGNATED ON PLANS. COVER TO BE UNCOMPACTED TOPSOIL/TURF UNLESS OTHERWISE SPECIFIED ON PLANS "FRENCH DRAIN" a ¢ 1.5' WIDTH a (OR PER PLAN) o zC `SU�C z a ow � U N w ' � o T I 0 6" SCHEDULE 40 PERFORATED PVC. ` 3" STONE DAYLIGHT AT LOCATION SHOWN ON PLANS. BELOW 3" COVER ON FABRIC 1" ROUNDING OF CONCRETE 6" x 7'-6" LONG SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE. HOT DIPPED GALVANIZED AND PAINTED BLACK. PROVIDE POSTS AS INDICATED ON PLAN. POURED CONCRETE SLOPE TO (3,500 P.S.I.) DRAIN EXPANSION JOINT (TYP) Q �I I 1.5' DIA. TYPE I BOLLARD WASHED, ANGULAR VDOT #57 STONE GEOTEXTILE FABRIC CONTINUOUSLY "BURRITO WRAPPED" AROUND STONE (MIN. 1' OVERLAP ON TOP) NOTES 1. MAINTAIN 1% MIN. SLOPE ON PIPE. PIPE SHALL BE RAISED OR LOWERED WITHIN STONE TO MATCH INVERTS ON PLAN. DO NOT DECREASE STONE DEPTH. 2. PIPE SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER OF RECORD. 3. CONTRACTOR TO PROVIDE CLEANOUT AT UPSTREAM END OF SYSTEM AND AT ALL ROOF LEADER TIE-INS AND ALL OTHER LOCATIONS SPECIFIED ON PLANS. 4. PIPES SHALL BE ORIENTED TO MAINTAIN A ROW OF PERFORATIONS AT THE INVERT OF THE PIPE. 5. GEOTEXTILE FABRIC SHALL BE NON -WOVEN WITH A FLOW RATE OF 110 GPM PER SF OR GREATER, AND PUNCTURE STRENGTH OF 250 LBS OR GREATER. 6. ALL CONNECTIONS TO THE FRENCH DRAIN SYSTEM SHALL BE COMPLETELY WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC TO PREVENT SOIL INFILTRATION INTO STONE AROUND CONNECTION POINT. 7. CONTRACTOR TO PROVIDE REMOVABLE RODENT SCREEN ON ALL DAYLIGHTED PIPES. #5 BAR, 12" LONG THROUGH PIPE w Q (D W z Ai Q z 0- w z r Z 0 w 0Q Z J 0U �w > J w � L u 7 2i w m 0 0Q NJ z cr 75 G Q U 0 z LU Z Z ui 'CH Op—ts 1%612022l PYAN D. CHENEY a Iic. No. 0407000980 APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F I N E + G R A D E OMODULAR BLOCK WALL O HANDICAP PARKING SPACE DETAILS O FRENCH DRAIN C23 O CONCRETE DUMPSTER PAD PLAN BOARD DUMPSTER RE SHALL EXTEND VE GRADE PROPERTY BOUNDARY 3.05' L. IIlk 6' 11,6' EXISTING CHAIN LINK FENCE I III PROPOSED CG-2 III FINISHED BACK OF CURB TO EXISTING GRADE III 0 6' N CONCRETE DUMPSTER PAD ELEVATION 13' d CONCRETE PAD TO DRAIN TO EXISTING GUTTER PAN, SEE PLAN 24 �JL — � — J 11' PAINTED WOOD TRIM, TYP. SEE ARCH. PLANS FOR COLOR PAINTED WOOD CLADDING, TYP. SEE ARCH. PLANS FOR COLOR 8" FIBER REINFORCED CONCRETE (4,000 PSI) 6" 21A STONE BASE COMPACTED SUBGRADE EXISTING ASPHALT (TO BE MILLED AND OVERLAID) m w Q W z Q z 0-Lu roz z� �w� 02 uj z J 0 Lu > J w � Lu ~ W m 00 Q NJ z cr 75 G Q U 0 z LU Z Z uj m 'CH Op—ts 1%612022l PYAN D. CHENEY a Iic. No. 0407000980 y APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F I N E + G R A D E C2m4 ( I BELL ATLANTIC TMH I TOP 408.04 J — r Is_ S'EMINOLE LAN) 1> FU3LIC STREET / E ROW I I I I o 40' O.C. 40' 0-C- VARIABL / (6) BS �� (6) BS I \ \ \ \ \ \ (q) BB 7 o (2) BS �. 3 �✓ (1)CF 'apoo 0o r vvvov ��O JC (3)BS �vvc 'vvavv vv o.� vv v •• o vov if c / \ \ (2) AAB 0 i 16) IG (2) ND �!� )ND (1) CK 36 O.C. (6) BS (2) QP . Wit" ov (4) ND / (2) JC j (1) JC (2) JC (2) JC (2) JC / d LP (2) IG % (2) AAB o o / I o (2) ND ° a. (4) ND (4) ND \ \ I I (2)JCo \ \ \ \ \ I �(1) PA (1) AAB �—� \\ _ ✓ \ I \ ° ' (1) CC (4) ND a (1) ND J 2 IG — AA V 'V '— --� (2) AAB-v v_w v vv v v v o -° • °' i a TI \ �,—AA — \ zo If I - LANDSCAPE PLAN 1" = 20': 0 20 40 STREET LANDSCAPING REQUIREMENTS (PER SEC. 32.7.9.5) -STREET TREES REQUIRED (PARAGRAPH a.) -LENGTH OF FRONTAGE = 285 FT LARGE TREES REQUIRED = 285 FT / 50 FT = 5.7 - 6 LARGE TREES REQUIRED -OR- MEDIUM TREES REQUIRED = 285 FT/ 40 FT = 7.1 - 7 MEDIUM TREES REQUIRED TREES PROVIDED = 6 LARGE TREES WITH STREET SHRUBS (PARAGRAPHS d. & e.) PARKING AREA LANDSCAPING REQUIREMENTS (PER SEC. 32.7.9.6) -PARKING SPACES = 37 SPACES -AREA OF PARKING SPACES AND CIRCULATION AISLES = 15,321 SF LANDSCAPED AREA REQUIRED = 5% x 15,321 SF = 766 SF MEDIUM OR LARGE TREES REQUIRED = 37 SPACES / 10 = 3.7 - 4 TREES LANDSCAPED AREA PROVIDED = 3,785 SF TREES PROVIDED = 5 LARGE TREES, 10 SMALL TREES r LANDSCAPING CALCULATIONS SCREENING REQUIREMENTS (PER SEC. 32.7.9.7) -PROPERTY ADJACENT TO RESIDENTIAL ZONING (REAR), REAR SCREENING REQUIRED (PARAGRAPH a. 2.) EXISTING VEGETATION DEPTH REQUIRED = 20 FT SCREENING PROVIDED = 50 FT TREE CANOPY REQUIREMENTS (PER SEC. 32.7.9.8) PROPERTY ZONED HC, CANOPY COVER REQUIRED (PARAGRAPH a. 1.) -SITE AREA = 50,072 SF TREE CANOPY AREA REQUIRED = 10% x 50,072 SF = 5,007 SF *SEE TREE CANOPY CALCULATIONS ON C3.1 FOR PROVIDED TREE CANOPY **SEE PLANTING SCHEDULE THIS SHEET FOR PROVIDED PLANTINGS MEETING REQUIREMENTS 0 (2) AAB (2) JG (1) CF h . _ - %ICI" \ \ _ EX. I5' DRAINAGE ESMT DB 98/ PG 683 (PLAT) DB 509 PG 317 (PLAT) LIJ Q LLJ go \ y °Za �=�\ r� �\cam \\ \���� /// az MATERIALS LEGEND: J > J Lu o w PRESERVE EXISTING CANOPY (14,782 SF) w PARKING AREA PLANTINGS (3,785 SF) L�l ( Q Y / / vvvvvvv C ADDITIONAL PLANTING AREA (1,753 SF) LU STREET FRONTAGE AREA (2,428 SF) O 0 Q ASPHALT (15,321 SF) N C CONCRETE (2,328 SF) Q c TP TREE PROTECTION (261 LF) PLANTING SCHEDULE PLANTING TYPE SYMBOL ABBREVIATION SHADE TREES LARGE CANOPY LARGECANOPY LARGE CANOPY ORNAMENTAL TREES SMALL ORNAMENTAL ORNAMENTAL ORNAMENTAL ORNAMENTAL SHRUBS EVERGREEN SCREENING e EVERGREEN SCREENINGM,k EVERGREEN SCREENING O EVERGREEN SCREENING O EVERGREEN SCREENING0 DECIDUOUS SEEDING COMMON NAME SCIENTIFIC NAME MIN. CALIPER/HEIGHT SPACING QUANTITY AR RED MAPLE (OCTOBER GLORY) Acer rubrum & cvs. 2.5" CAL. 35'-40' O.C. 2 QP WILLOW OAK Quercus phellos 2.5" CAL. 35'-40' O.C. 4 PA LONDON PLANETREE (BLOODGOOD) Platanus x acerifolia & cvs. 2.5" CAL. 35'-40' O.C. 5 JLI CRAPEMYRTLE Lagerstroemia indica & cvs. 8-10' SEE PLAN 2 CK KOUSA DOGWOOD Cornus kousa 8-10' SEE PLAN 1 CF FLOWERING DOGWOOD Cornus florida 8-10' SEE PLAN 5 CC EASTERN REDBUD (ALBA WHITE) Cercis Canadensis 8-10' SEE PLAN 4 BS BS AMERICAN BOXWOOD Buxus sempervirens 2' 5-6' O.C. 43 IG INKBERRY HOLLY Ilex glabra 2' 4' O.C. 48 ND HEAVENLY BAMBOO Nandina domestica 2' 3' O.C. 43 JC CHINESE JUNIPER Juniper chinesis 2' 5-6' O.C. 32 VR ALLEGHANY VIBURNUM Viburnum rhodophyllum 3' 5-6' O.C. 2 AAB RED CHOKEBERRY Aronia arbutifolia "Brilliantissima" 2' 4' O.C. 31 47'P1,3H OF Df�� o >%e/2o22 2 U RYAN D. CHENEY a Lic. No.I0402060980 Y• �SS10NAL ENG` APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E C300 SEE PERMANENT SEEDING SCHEDULE O TREE PLANTING LANDSCAPING NOTES: RUBBER HOSE ON EACH MAJOR STEM, ALL MAJOR STEMS SHOULD BE WIRED TOGETHER ROOT CROWN TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. WOOD STAKES (3) IN FIRM SOIL 0 PLANT SPACING 3" MULCH (NO MULCH w PERENNIAL/GROUNDCO O 4" TOPSOIL SHRUB AND GROUNDCOVER PLANTING ounl In LANDSCAPE AND CANOPY CALCULATIONS SITEAREA 50,072 SF 1.15 AC CANOPY REQUIRED FOR HC ZONING (10%)1 5,007 SF 4INTAIN CLEAN -D EDGE .ANTING SOIL SOURCE PLANTING/SPECIES2 BOTANICAL NAME QTY HEIGHT OF PLANTING (X) GROWTH OVER 10 YEARS (Y) TOTAL 10 YEAR HEIGHT (T) WIDTH TO 10 YEAR HEIGHT RATIO (R) WIDTH (D) 10 YEAR CANOPY AREA Preserved Tree Canopy Various Various - - - - - - 14,782 SF Street Trees (Large Canopy) Red Maple Acer rubrum 2 10.00 10.00 20.00 0.75 15.00 353 SF Street Trees (Large Canopy) Willow Oak Quercus phellos 4 11.00 20,00 31.00 0.70 21,70 1,479 SF Parking Area Trees London Planetree Platanus x acerifolia 5 11.00 18.00 29.00 0.76 22.04 1,907 SF Footnotes: CANOPY AREA REQUIRED= 5,007SF 1) Per 32.7.9.8 CANOPY AREA PROVIDED = 18,520 SF 2) ALL PROPOSED TREES TO BE 2.5" MINIMUM CALIPER AT PLANTING REMOVE TOP' OF BURLAP, NON -BIODEGRADABLE CANOPY CALCULATIONS MATERIAL SHALL BE TOTALLY REMOVED O PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL 1. ALL PLANTINGS SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. WHERE PREVIOUSLY PAVED AREAS ARE TO BE CONVERTED TO PLANTED AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT AND BASE MATERIALS TO FULL DEPTH. SUBBASE SOILS SHALL BE TILLED TO A DEPTH OF 6 INCHES (FERTILIZER SHOULD BE INCORPORATED DURING THIS STEP). 4. FERTILIZER APPROPRIATE TO THE PROPOSED PLANTINGS SHALL BE INCORPORATED INTO THE EXISTING SOIL PRIOR TO PLACING BEDDING AND PLANTING MATERIALS. THE APPROPRIATE FERTILIZER CONTENTS AND APPLICATION RATES SHALL BE DETERMINED BY SOIL TEST CONDUCTED BY THE CONTRACTOR FOR EACH AREA OF PLANTING. 5. CONTRACTOR SHALL PRESERVE ALL TREES NOT SPECIFICALLY SHOWN TO BE REMOVED. IF ANY EXISTING TREE SHOWN TO REMAIN DOES NOT SURVIVE CONSTRUCTION, IT SHALL BE REPLACED UPON COMPLETION OF THE PROPOSED WORK. TREES REPLACED IN THIS MANNER SHALL CONFORM TO THE CERTIFICATE OF APPROPRIATENESS AND ENTRANCE CORRIDOR REQUIREMENTS. SPECIES SHALL BE SELECTED FROM THE COUNTY'S APPROVED TREE LIST. 6. ALL AREAS SHALL BE SEEDED WITH PERMANENT SEED OR SODDED UNLESS OTHERWISE SHOWN ON THE LANDSCAPE PLAN. TABLE 3.31-B (REVISED JUNE 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS APPLICATION SPECIES APPLICATION RATES 50/50 Mix of Annual Ryegrass Sept 1-Feb. 15 (Lolium multi-florum)&Cereal 50-100 pbs/acre) (Winter) Rye (Secale creale) Feb. 16-Apr. 30 Annual Ryegrass(lolium multi-florum) 60-100(lbs/acre) May 1-Aug. 31 German Millet 50 pirs/acre) FERTILIZER & LIME Apply 10-10-10 Fertilizer at a rate of 4501bs/acre (or 101bs. / 1,000 sq. ft) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or So lbs./ 1.000 sq. fL) NOTE: 1. A soil test is necessary W determine the actual amount of lime required to adjust the soil pH of site. 2. Incorporate the lime and fertilizer into the top 46 inches of the soil by disking or by other means. 3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin it4 2003 Nutrient Manammentfor Development Sites at hUp://www.de .virginia.gov/Programs/wawr/Stormwater Management/Ppblic.hons.asp , TABLE 3.32-D (REVISED JUNE 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION RATES PER ACRE Tall Fescue 95100% Minimum Care Lawn Perennial Ryegrass 65% (Commercial or ResldentiaD Kentucky Bluegrass° 05% Total: 175-260IW HigRMaintenance Lawn Tall Fescue' Total: 200-2501bs. Tall Fescue 1281bs. General Slope (3:1 or less) Red Top Grass of Creeping Red Fescue Seasonal Nurse Cmp2 21bs. 201bs. Total: 1WI-67 Tall Fescue SO81bs. Low Maintenance Slope Red Top Grass of Creeping Red Fescue Seasonal Nurse Cropz Crownvatch'i 21be. 201bs. 201bs. (Steeper than SAE Total: 150501bs. 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended tudgrass variety list Quality seed will bear a label indicating that they am approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-7464884 or a[ http://sutlan.caseedu/html/Turf/turt/public tions/publicatons2.html 2. - Use seasonal nurse crop in accordance with the seeding rates as stated! below: February le - April. Annual Rye May Im August l5tl1 Foxtail Millet August 16P -October Annual Rye November -February 15v' Winter Rye 3 -Substitute Sericea lespedium for Crownvetch east of Farmville, VA ( May through September use hulled seed, all other periods, use unhulletl Sericea.) If Ratpea is used, increase rate to 301bs./acm. If Weeping Lovegrass is used, include in any slope or low maintenance mixture during warmer sanding periods, increase to 30 -40. FERTILIZER & LIME Apply 10-20-10 Fertilizer at a rate of 500 Ibe/acm (or 12 lbs. / 1.000 sq. ft.) Apply Pulverized! Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 W. it) NOTE: -A soil test is necessary to demon me the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 46 inches of the soil by risking or by other means. - When applying Slowly Available Nitrogen. use rates available in Erosion & Sediment Control Technical Bulletin p4 2003 Nutrient Management for Development Sites at hnp://www.dN.virginia.gov/Programs/water/St.rmwawr Management/Publications.asPx FENCING AND ARMORING I DRIP LINE CORRECT TRUNK ARMORING � 90 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Ild Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: Id Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling. 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the fund cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE 5/27/2022 (DATE) (DATE) 5/1/06 Page 1 of 1 w Q 0 Q Z 0- LLJ O � Z NN z 0 L LL 0Q� Z J0U a_ LIU LLJ LL LLJ ~ 2i LU m 0 p Q ,Jr/ z Q 2 0 Q LLJ 0 LLI U/ 0 'CH OF� >%6/zoz2 21 RYAN D. CHENEY a -IC. No. 04020/60�9%80 III P - ksj /ONAL E -A APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F I N E + G R A D E OSEEDING SCHEDULES O 3.38-2 TREE PROTECTION FENCING O SIGNED CONSERVATION CHECKLIST C3ml Ox0 ko 0 XO p k0 k0 ° k0 O ° ko 'O SEMINOLE LANE k kp o X kp I X O O 0 X ° ° k 0 TREE k o ° WV k ° X p PUBLICS xo •p �O kO ko •o ° .O 'O Z VARIABLE ROW ko ko ko o k ° xo 'o x k0 O kp 0 x ko O k0 i k0 °O ° .0 k0 O ° k0 k 0 - k O •O k0 .0 k0 k 0 •O k0 '0 k0 k0 k 0 •p k0 k 0 xo kplF 'o k0 k0'O ° k 0 XO k O ° k0 0 ko Xp •p k0 Xp •O k0 k0 0 kpO k0 k0 0 k •o L _ - k 0 '0 Xo 'O k0 k o 0 k0 •O k x0 k0 O ko k 'O X ko k •O lF O o 0 .O X ko X \ 'o O 'O k p .0 0 'O .O o '0 k 0 \ k0 o k0 .0 O .0 `k0 O kp 'O ko XO•o ° k0 ko ko ko Xp k0 ° ko k°o S25°42'39"!N 90. 94ko kv x ko kp •f 0 .0 k0 •p k0 .0 Xp •p ko Op .0 x XO ko .p x Xp 'o k0 .0 7� x k0 'Y' T X O O O 0 .p k O O k0 .O X �p 1 k o O O P\ Xp .T 0 '0 kp X.0 .O o ° XO k p .O XO J k 'O 'r'O X'T T•`'T .T k-.TN J O .Xp pa� Wkkaf0 'xO k ZIli5l ` •x@ 0XSXWkOT X\'S ?kX1 k 1 'ckP 0 \ Nkk k k?kSa kb'k0c' Pa kak.ko 'Ik0 kkf.ao� ?kn vkkx�1 ka k kk'a� s xS @k ,9•�a 9xkk0 k k S xo os kk kvk o k ko� O kO 'O 0 xxa Ogk ok0 v, k0 k0 k ° k0 0 ko n o ko s 8 k00 k°O kO 0 k k0 T ko k0 k o k0 T1W 1 -WkXST kj f ks •aT Skkk0 k 11 1 k- a k a ?9x T ' a x k WoaX kTv k k1 Yp k S. wkk 00 -vo , kp O �a S seR s� 2k Js k pa'ka�°'t o5 a o`. k D' 1W 10 k k W. xX�X 0o kOxO X ° xO xO k °k0 0 k k0 k0 O )CO T k0 ko k0 p k0 0 0 k O k0 x O ° o k ° k )co k0 .0 kkp k0 0 k0 kp X o k0 o ko X k0)CO.0 k0 •O k00 )(0 kO Xp 1 )CO4W204.52xp'O k° .0 k0 1 x k0o .o x0 k° ko o ko k o o ko oS2x0 0 xo o ko xp o k0 0 Xp a o p 0 ,0 p 0 k p 1 kpp0 a k0ko k0 '0 ko k0 o k koo ko .0 0 o xo k0 ko .o o rr .0 k ko o k T kXo .O W 0)(0 ko a0 0 0 ko O 0 XO k0 k0 .0 0 V .� k 0 •O WO k 0 o 0k0 k0 k0 ko 0 Xo ko X O xp k p Xo k p k0 XOY o .0 k 0 k0 p o Xpp 'O o 0XO 0O a X00 .a x° x0 ox O o x0 0 o o pxp o Xo k ° ko 99°/24 oR=2500 o x k p o p p Dp w0 0 p W k0k0 0 I k o0ko X0 'O 0 .0 ° p k w ko w 0.5 FOOTCANDLE CONTOUR °sAb o k 0.5 FOOTCANDLE CONTOUR ko 's ko ko o xO k o Xo ko k o 0 k a 0 o °00 k0 O k0 0 0 0 k0° O ° 0 x°0 0 p k0 0O o o k0 k k x J k0 o 0 O k0 0 ok0 0 'O 0 0 s O '0 ° O oW o ° k0 o a a o koo o E-1(ONGROUNDW/EARTHSPIKEACCESSORY ko o 0 0 kO°o k xo 0 k ks o Xo O (70204)ANDGARESHIELD(70500) o 0 'Wko ° ° o s0 0 x °k0 0 01 0 k a0 • W'k T o .,k ° k0 Wk�k0 ko o ko O kO k0 Xp W �O .0 W xO x 0 0 kox0 o o x0 O0 ko .0 k0 S k0 x0 p 0 0 k,,XO o 0 .0 T kp kp ° k0 k ko o 0 0 ° ° O k 'O xWT k0 kp k0 o 0I kOk0 x ° k0 O° 0 k0 xo o po ° a k k0 .W k0 @kk0 kp p Ok0 ° O 0Oko k x xo W kO k0 .9 k0 S x 'kcp ko Ok0 kWo ko k0 S k a a pkp k°k Xpkp ko ka 1 xo 0 0 O k0 T k 0 kO 0 x 0 V w kk61 k a O k0 k0X kx D-.@ p kO k0 o w o x O A-220' ocp EXISTING POLE LOCATION k1 k C-2 @ 12' `k 'k°x? opo p ka s x0 REPLACE POLE AND FIXTUREs o L__ xp EXISTING POLE LOCATION x ko REPLACE POLE AND FIXTUREk kko XO k0 o ko .w ko @ B-4 @ 11' ko k0ko k ° a v, a o 1p kp o W ?@k1 TMPp a' a.0T_ a1 M�P ko o k 45B1-05-OA-9 ko o g-05-OC_ -4A k p p ZONED HC ;o o XO v ZONED HC xv W o9 0 15\0 O O ' x kO o e00 0'0 xp �ro 9 QO a Xp O p C ° k°k0 k k k0 % o X0 .9 k oE% N k0 kW 0 klJ X XO pR )(0r0 xp x0 0a k0 k ° 'SXpp XO ko k0k0 W 0xO o @ k0O °S 0T 0O �h Xp k0 ` 0 xW pp 0 ,p O O p X ° ° oO p o 0 ko o O o oo 0 �o W 0 o 0 0 •O •p0 0O S k 40 'Q 0 0 0 0 O x0 Oxo O 0 Q p ko 0 V xo xo 'O o o 0 WkO p 0 W o k0 .0 O 00 0 .0o ko 0 0p 0 a Wk W � ° akp x a 0 X0 G3@ 12' o p -k 0 ko k0W XO C-1@12' ko k0 •W k° 1 XV k X k k W x k0 o W a W k0 k0 kO xo ko k0 ko W X0 a k0 "? xW O k0 10 k0kO k0 iJ kT ko aO O '0 kv, XO 0 kkp 0 0 kV k0 k k0� 0 k00k0 k0 kO O )co kO 1 ko kO x Q va va k0 ko k0 O 'k O x 1 xO a kT o XO kO .a k0 kp ° k 0 .? O T kO ko _k° kk0 O0 k0 x O I)° o k¢P S 'O k o k0'O 0 X oo x0 k kp 0 k O Q k0 o .0 .� X xo _ ° xo O O ° k o k 0 k k0 k0 Tkp k0 0 0 p 1k0 0 kO 'O k0 "(00 k0 .0 k0 ko XO k0 0 o k0 XO Xp Xox0 kp k of J k0 .0 k 0 1 k0 k ko k0 'O ° k0 T ° k0 p X o k0 'o kp O ko 0 Xo )CO 0 kp 0 Xp O k 0 X o 'o k O k O .0 k 00 'o kp p )(0kO 0 O o kO X 0 ko k0 0 k0 O ° x0 k o '0 x o o kp x 0 -55.5eO# 700. 00 O 0 ko k .0 D=4 °32'57'k X o X °o ° o k .0 . o I k0 p 0 kO 0 kp O ko .0 x k0 0 LIGHTING SCHEDULE SYMBOL LABEL QUANTITY MANUFACTURER CATALOG NUMBER DESCRIPTION NUMBER LAMPS LUMENS PER LAMP LIGHT LOSS FACTOR WATTAGE FINISH A 2 UTOPIA LIGHTING LAP-2G-72W-30K-T3-UNV-DM-BZ-HS LAP-2G-72LED-TYPE3 (W HOUSE SHIELD) 1 8977 1 72.8 BRONZE B 4 BEGA CONVERTED BY LUMCAT V 24 404-K3 24404K3 1 978 1 12 SILVER 08.07.2019 / H.R. o C 3 BEGA CONVERTED BY LUMCAT V 24 134-K3 24134K3 1 1083 1 21 SILVER 18.02.2019 / H.R. J D 2 BEGA CONVERTED BY LUMCAT V 77 221-K3 77221 1 643 1 10 BLACK 11.01.2017 / H.R. E 1 BEGA CONVERTED BY LUMCAT V 84 510-K3-70 500-70 204 8451OK3 WITH GLARE SHIELD 70500 1 1010 1 12.0 BLACK 30.09.2016 / H.R. Xp T ko O T ko ko 0 x0 0 x0 ko O O 0 ko k0 0 0 k O k0 •p kO O 0 X kO 0 0 k0 kO 0 Xo 0 o ko k o Xo 0 .0 ko k o O XO kO O 0 x kG ko o ° ko NOTES: o 0 k°o ° ko ko 0 1. MEASUREMENTS SHOWN ARE IN UNITS OF FOOTCANDLES. xo k o kq xn k o 2. 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 FROM ADJACENT ROADS. THE .o x SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. PHOTOMETRIC PLAN 1" = 10': 0 10 20 w Q T w z pm] X 0 z tic 8J LU Z Z ui 0 /W LL L u O 2 z Q 0 - J W U Oz? 0:� oC.) J -i W \/ a- LLI J Lcf)L] O w O I- O0¢ m J z 0o 3,'CH OF Df�� U RYAN D. CHENEY Y LIC. No. 0402060980 SSIONAL ENG APPROVED RDC SUBMISSION n," 4 PROJEC 2110004 THE W0Rv, 01 I N E + G R A D L C4m0 LED AREA / PARKING / STREET LIGHT LAP-2G 1 I ItalIP66 APPLICATION For all applications in site, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced offshe visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -profile design. 1 O CONFIGURATIONS Revised: 3.23 2022 Project Name: Type: FEATURES: ELECTRICAL: • Die-cast aluminium construction body on which UL, FCC certified Input voltage range: 10OV-277V, electrical components. 501 • Die-cast integral heat sink to provide thermal Power factor 41 THD c21 management. 72LED: Class 2 LED electronic driver. • 108LED, 141LED, 188LED: Class i electronic driver. MOUNTING: Operating temperature: -40'C to 40•C (11OW can • PMS: Pole mount arm available for 3'. 4' and 5' reach +50*4 square pole. Provided with integrated surge protection QWV ling • PMR: Pole mount arm available for 3'(PMR3),4' line, 1OkV line -earth). (PMR4) and 5' (PMR5) dia. found pole. Optional integrated 1OkV/10kA surge protection • BE: Adjustable slip finer mount available for pipe available(SP10L installation (1-21/1 to 23/81 Over Voltage Protect: Hiccup mode. The power • WM: Wall mount plate. supply shall return to Model operation only after the • Mounting arm bolts am 304 stainless steel and zino- power is tum-on again. plated steel. Short Circuit Pm18M: No damage shall occur when • MA: Available for 2.3751 sized Mast Ann Pole. any output operating in a short circuit condition. The • MA2: Addi la del for 1.900"(O D) sized Mast Arm Pole. power supply shall be sent -recovery when the fault condition is removed. LED: Over Temperature Protect: 110'C • Color Temperature: 30M14000/5000K Meets ANSUIEEE C62.41 Category C(outdoors) • Color Rendering sides: 70+ CRI. High. • Nichia LED. Waterproof(IP67) and UL Dry/Damp/Wet Location • Lifetime: over 50,000 hours. outdoor LED driver. • Optical lens is used to reduce glare. RoHS compliant. Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Gass B). OPTIC: • UV stabilized polycamonals lens. LISTING: • UL I CUL listed. • Listed to UL 1598 and UL 8750. • DLC listed. a • ARRA complaint. (optional) Suitable for wet location. • Tested to IESNA LMBO standards. • UvIj LM80. • 5 years limited warranty. • 7 or 10 years limited walrenly, (optional' • IP66 Rating. • Certified to ANSI C136.31-2010, 3.00 Level 2 for Bridge/Overpo ss Applications. Type Input Rnerp T2 T3 M 72W T4M Toe Lummou�e (stow) Tgml lamssn Output diva CurteM Pm LB) EMamMp pole Paobul0 FDAReanp (vd Phg12ge10 Bell W.O. Rear1B 83.110{g3 1yeI9M Dbeng) 23.179e/10.51k9 109.1 kit 78441m IAA 0.84 123.3kn 99771m Ild G2 124.e1n 80a41m 82410-0 IVAIM Mast IM 83410432 10e 12 10BW tell 123591m 2.1A 0.7 0.71 1111 OA14 save 03 makilbe/1lbilry W.Tbe/12.11k9 21.361h/t2111g T3 1097 Yn 117MIn 83WG3 TIM 1212kn ISHI Ins 8341033 T56 12B.8ht 13111321m 84.110{43 133110-C3 141 12 ISTON 121.60kit 170491m 2eA 0.7 T9 141W 141W 1i6d kn 107DIM e3413G3 Tull Inside 17W lardDG3 &4U Tk 131.0 Ind man INS 114 XILG1 B10 44G4 18B In!1123 18BW ion 21WIM 3.BA 0.9 ITS 131.9 kn 24&SIm B44xll T4M 121.6m Y1B02Im Saudi), as 155 1372m sallea m 85410G3 vrerteiplryetpwmn uraPrADwmrM lereNvaw$retewreeWs cat,ons, dresends. dimens,se xtdlemor swethour weoran WlP =u rmauon. ULoilId FIXTURE A - POLE MOUNTED LED AREA / PARKING / STREET LIGHT LAP-2 G Polar Condole Distribution (TYPE 3 medium • House Shield) Ho.. a is ♦ 6 d $ ORDERING INFORMATION ed Polar Comdata Distribution (TYPE 3 medium) ad Downward Street Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total Ball Is 100% Downward Street Side 7,304A 822% Downward House Side4,4487 37.9% Downward Total 11,753.1 100% MODEL LED COLOR TEMP. DISTRIBUTHM VOLTAGE DIMMING NNMN LAP-213 72LED 72W 40LEDa T2 Type 11 ® UNV t2o-VIV(ad.) DM g-1W SZ Dock Bmmx 108LED dOK 108W(WLEDs) ODD01( 347 347V .) T3 Type 111 141LED 141W SOLEDs) -SDK 50001((SM) 480 480V ring (3M.) 188LED knodi 181(1201 Customized Welagel tamen package. FYewpnYa has "Like ,4smw41ras. fea$•Ntllem TIBIA Type IV Medium T5S Type VShon 75 TypaV MOUNTING OPTIONS SF Slip Fitier HS house Shield LRD-31 Tx 0-19V Dimming Corlhd MulNerel hghaow ship WM wall Mount RC NEMAtsist-lock reoeprade only(no centrds) dim and Straitdim Occupancy Sensor (•IR remote Pike Square Pole Mount Ann RC7 NEMA 7-wire receptafle only(no controls) programmable), (Sao note 7 to select lens for X) as PMR3 3" Round Pole Mount Arm TLPC7 3Rn Receptacle and Twist Lock Photocell Installed 12DV LRD-509S-x IP-66 rated integrated 0-10V Smai or mulfi-Ieyel PMR4 4' Round Pole Mount Arm TLPC2 3-Pin Receplade and Twist Lad Photocell Installed 277V highllaw dim control occupancy sensor CIR handle PMR5 S Round Pole Mount Arm TLPC3 3-Pin Receptacle and Twist Lod Photocell Installed 12DV.ZnV programmeble),(Sea note 7 to salad lens for'Y) IS MA Ibnzantal Tenan Mount 7LP04 spin Receptocle and Twist Lod Photocell lnstalled 480V RS-LRD Remafe programmer for LRD-!MS and LRM09S (Mounts toT IR 2.375.0A) TLPC.SC Shatlng Cap PSC-BILE-SR McWong 0-1 W SHetel passive infrared (PIR) MA2 Horizontal Tenan Mount RS Remote handheld mnflgura6on tool for FSP-211 awpaity sensor with dim4oaffor BlueMoh Mesh in woume to mar 1p, I.sW' 01 'cowrlF.aayntnvarlau Sllvalrenabled SP10 Integrated 10kV110kA surge protection ARRA Assembled in USA for Buy American ad FSP-211 01DV Dimming Canard Occupancy Sensor '2 BR Bird Guard, Slain Steel Spikes FSP-12 Lens G B' height (up M 44'tliameter) 07W Optional 7 Years Limited Warranty4 r(1-2) (11.3) FSP-L3Lms R20'height(up M4Pdiameter) 01OW Optional lO Years Limited Voluntary (1 FSP{7 Lens l®40'height(up to 100'diamder) REM16 Remote 16W Emergency Briery Backup ICED Compliant EM) in black finab ra° 316 316 Stainless steel mounting an bob NOTES: 7. A Standard cone stainless Lars @ 15' height (up to W Ialwrege) 1. Must speciy lens, (LZ L3, L7) B: east wok, zone shape Lens (A IV height (up to ('coverage) 2. Default servings are Title 24 compliant far allepaces Met tlo not require Goodhue, C: High bay mne shape Lens @ W' height (up to 90' coverage) Far spares that W recelre it, adjust ft cull be necessary for Me Had OR Segfoiht and ero Phglarell mmrbns. D: SrantleM round shape Lens @ 20height (up 04P coverage) 3. Desgni-ights Conwnium® (DLC) qualified rvodugl. Not all versions of this product may be DLC qua116ed. F: Extra wide dome shape Lens III 2c height (up to W coverage) Please cM1ed Ma OLC Oualifietl Protluck List at wwwtlav onl'ohis moroPLtoconOrm which vemiena am gwfigetl. G:Aisloway arch shape Lens@40' heightfupb 120'esverage) 4. This limited wertanty covers e�i al parts only and uses hat apply to labor. equipment rase. H: High bay dome shape Lens @ W' height (up to SV coverage) or defect from improper Israeli or aparalon. 8. Oler'RS{RD'to adjust senor sew,g. 5. Standard dimming 0-1 W. ANSI Diaa.41, Photocell and shading cap by oMms. S. OLD is See available. 6. as default wrung con Ike found on the IR-TEC Installation Instructions. to. Only available with Wall Mount, ii. ftem0. Box le UL1598 recognized, IF88. IPB] rated and ambient mmdmMurd up M 55ec. UTOMALIGHrING to sons, drommes. dlmsnvrnsh uL1,ripind 1 w Yi essusern04ca. ulr,eousite far the. 2 --keiaaliadmos om rearms. rest ndsltrol LIGHTIG Is scossnrmmati.n Wall luminaire - light emission on one side BEGA Bollard - shielded, directed light Application Type: Application Wall washer with light output in one direction. This luminaire is ideally suited BEGA ProdUCt: Bollard with shielded, direct light for Illrminating entrances, paths, and for the even illumination of vertical mounting surfaces. Arranged individually many areas of public and private spaces. These luminaires provide glare - or in groups, they are a groat design element for a host of lighting Project: free illumination with a high degree of visual comfort for uniform lighting of applications. For downlight applications only. Modified: ground surfaces. Materials Materials Luminaire housing constructed of rile -cast marine grade, copper free Luminaire housing and base constructed of die-cast and extruded marine (50.3% copper content) A360.0 aluminum alloy grade, copper free (s0.3% copper content) A360.0 aluminum alloy Clear safety glass with optical texture Impact resistant polycsrbonate diffuser Reflector matte of pure anodized aluminum High temperature silicone gasket Mechankadly captive stainless steel fasteners Silicone applied robotically to Casting, plasma treated for increased adhesion NRTL listed to North American Standards, suitable for wet locations High temperature silicone gasket Protection class IP65 Mechanically captive stainless steel fasteners Weight: 10.1 Its NRTL listed to North American Standards, suitable for wet locations Electrical Operating voltage 120-27TVAC Protection class IP65 Minimum start temperature 30°C Weight: 7.1 lbs 9 LED module wattage 7,8W Electrical System wattage 10.OW Operating voltage 120-27TVAC Controllability, 0-1 OV, TRIAC, and ELV dimmable Minimum start temperature -30°C Color rendering index Ra> 90 LED module wattage 16.8 W Luminaire lumens 6431tmena (30001Q System wattage 21.0 W LED service life (L70) ours Controllability 0-10V dimmable LED color temperature Color rendering index Rad,0 ❑ 4000K - Product number+ K4 Luminaire lumens D 3500K- Product number Th K35 LED service life (L70) 60.000 hours 3000K - Product n + KS I LED color temperature ❑ 2700K - Product number + K27 ❑ 4000K - Product number + K4 BEGA can supply you with suitable LED replacement modules for up to ❑ 3600K - Product number + K35 20 years after the purchase of LED luminaires - see website for details ❑ 30DOK - Product number + K3 ❑ 2700K - Product number + K27 Finish BEGA can supply you with suitable LED replacement modules for up to All BEGA standard finishes are matte, textured polyester powder coat with 20 years after the purchase of LED luminaires -see website for details minimtxn 3 mil thickness. Available colors ❑ Black BLIQ ❑ White ❑ RAL: Finish ❑ Bronze (BRZ) ❑ Silver (SLV) ❑CUS: SLV) All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidure® finish, a fluoropolymer technology, provides superior fade protection in Black, Bronze, and Silver. BEGA standard White, as Well as optionally available RAL and custom colors, are a polyester powder. Available colors ❑ Black (BLN ❑ White (WHIT) ❑ RAL: ❑ Bronze BRA Sitar SL ❑ CUB: _ ❑ a Wall Luminaire Light emission on one side LED A B C 24134 163W 7 7 6% BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805)684-0533 infoabega-us.com owrome eAtun,s nawem eshbne plctlrn era tr sseacimed no�noloeir, wmimireeewon Mle sneer. Isrq.nwavnd and.airman weaeA Nonn Amehw. For the moat cunenthea meal MIS. pl.ass,efers, beeaus.sum odpyngM BEBA 2d21 updessudd lm2t A q a Bollard - shiekled, directed light LF3 A B c Anchorage 77221 TOW 79S 399. 11 79817 Type: BEGA Product: Project: Modified: Surface mounted downlight - wide beam Application Compact ceiling mounted downlights designed for down lighting atriums, canopies, passages and other Interior and exterior locations. Materials Marine grade, copper has, (s 0.3% copper content) A360.0 aluminum alloy Class A toughened safety glass Pure anodized aluminum reflector surface Silicone optic with excellent high temperature and W stability Silicone applied robolically to Casting, plasma treated for increased adhesion NRTL listed to North American Standards, suitable for wet locations Protection class IP65 Weight: 1.65lbs Electrical Operating voltage 120-277VAC Minimum start temperature -30°C LED module wattage 8.13W System Wattage 12.OW Controllability C-101kildimmable Color rendering index Ra> 80 Luminaire lumens 978 lumens (40001Q LED service life (1-70) ours LED color temperature ❑ 4000K - Product number + K4 ❑ 3500K - Product number + K35 ❑ 3000K - Product number + K3 ❑ 2700K - Product number + K27 BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA UnidureO finish, a fluoropolymer technology, provides superior fade protection In Black, Bronze, and Silver. BEGA standard White, as well as optionally available RAL and custom colors, are a polyester powder. Available colors ❑ Black (BLK) ❑ White ❑ RAL: ❑ Bronze (BRZ) 10 Silver (SLV) ❑ CUS: L] A Type: BEGA Product: Project: Modified: Available options ❑ FSC Fusing r Surface mounted downlight wide beam LID 0 A B whag their 24404 8.0 W 31 ° 37/a 4% 1953E P=Beam ergle BEGA 1000 BEGA Way, Carpinteda, CA 93013 (BD5) 684-0533 InfoBbega-us.dom five to sx dynamic n.hd a lighting prmuav ern ew.domamd possession, lumina., earn on this snemNo subject IS wogs No the dl.wgn a Bi North mewed. For the mrt cuart trhnla l conditions rtx to beg.-u.. morn o mpyetgnt aECAzmz upd.tedmn72z 0 FIXTURE B - CANOPY BEGA LED floodlight with 1/2" I-P-S. nipple - flat beam BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 'mfoGbega-us.dom He to M. Wnemm nmuror rpnxs p,.il.4wtlMmd.tMnNaWa4 ums.Irea.usit Me asse is rbirtmwnse ntits aledmld,sr. eECA Noun anurmaFor the mrtuurrrt nG,mwl Wta, pls.e.reMto ere-us.umn m epyhom MEN, 2018 thesstid 121 Application LED rectangular floodlights with flat beam light distribution for use on bridges, signage, and facades. Materials Luminaire housing constructed of die-cast marine grade, copper free is 0.3% copper content) A360.0 aluminum alloy 1/2' I.P.S. threaded nipple Constructed of 316 grade stainless steel Clear Safety glass with optical texture Reflector made of pure anodized aluminum High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for Wet locations Protection class IP65 Weight: 2.9 lbs. EPA (Effective projection area): 0.22 sq. ft. Electrical Operating voltage 120-277VAC Minimum start temperature -41 LED module wattage SAW System wattage 12.0 W Controllability 0-10V, TRIAD, and ELV dimmable Color rendering Index Ra> 90 Luminaire lumens 1,010 lumens (4000IQ Lifetime at Tfl=15°C > L'detime at Ta=40° C 126,000 In (1-70) LED color temperature 4001- Product number + K4 3500K - Product number + K35 3000K - Product number + K3 2700K - Product number IT K27 BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BLK) White (WITT) RAL: Bronze (BRZ) Silver (SLV) CUB: BEGA BEGA Installation and Technical Information Earth Spike Tools Required: Type: • Digging tool Dimensions • Flat head screwdriver BEGA Product: A: 15-1/4" Project: Modified: Overview: Weight: 1.71bs. Available Accessories 70500 Glare shield Mounting options 70379 Pole mound arm 70252 Wood screw, 70204 Earth spike 70889 Tree strap 79511 Mounting block 70280 Tube clamp 70283 Screw clamp 19593 Surface mount wiring box 19594 Direct burial wiring box 70249 Pole cap - for 3' O.D. poles See individual accessory spec sheet for details. A a L9 Floodlight with ye I.P.S. nipple fiat beam LED p A B C 84511 9.BW 28/87' 41/s.61/2 7 31/2 a=Beam angle BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info4lbega-us.com Me to Me tlyrmk Sakai lighting prddi and the smoreated to rnexhoes, luminare data on MIS aheflb subied to dismi et the common at BEGA NOMP hsrmm Forthe meet cusent technical dHs, passe Mttt begs-us.dm odpynght BE 2me LMdkddatllt/tg 70 204 Notice to Installer: Figure 1: 1. For use with floodlight equipped with 1/2' I.P.S. nipple. 2. This product must be installed in accordance with the applicable installation code by a person familiar with the construction and operation of the product and the hazards involved. Installation: Luminaire 1. Mount floodlight to earth spike by screwing in 1/2u I.P.S. nipple. Tighten flat head screw to secure. 2. Push earth spike vertically into soil until stable. It necessary, compact the soil around earth spike to severe. O 3. Route wire from floodlight to waterproof junction box (by others), see Figure 1. 4. Make supply wiring and luminaire wiring connections inside junction box: MAIN VOLTAGE SUPPLY WIRE TO BLACK LUMINAIRE WIRE NEUTRAL (COMMON) SUPPLY WIRE TO WHITE LUMINAIRE 0 WIRE GREEN GROUND WIRE TO GREEN LUMINAIRE WIRE Dimming (if applicable): $ DIMMING CONTROL WIRE (+) TO POSITIVE DIM LUMINAIRE WIRE 4 .d S, ,4 DIMMING CONTROL WIRE (-)TO NEGATIVE DIM LUMINAIRE WIRE °w 44" q ° 4 ° 4% "d 4 4 4d. ° .. °. a at °He, HIS 4 e a .. 4- Accessories Maintenance: Please refer to the appropriate accessory installation Clean regularly with solvent -free cleaner sheet for further instruction when applicable. removing dirt and debris. Do not use high pressure cleaners. Replacement Parts Consult factory for all replacement components. BBBR mooBegs Way, commeneeAel ever8B bled nd,pyrlpht BEGAla31 1 OuenMedynamlc rarvmes prong p°],wR and the mosseslM lSolumegies,sx1hoone darmMb MrtYs,2ry'ecln NeyenaetivelYr.I BEGANmnAtre,Ya.Fwtlen,.nu.,eniteNnicel den. pause rearm Mgewmm Terri w Q C / J l o J Q 0-w roz �Z0 75;w> oQ LLI Z NNNNNNNNNI J J �U LLJ UJ 0� i w m 0 k< �J/ z I..L Q 2 U mi OF� >%6/zoz2 21 RYAN D. CHENEY a _IC. No. 0402060980 /ONAL ENG` APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W 0 R K O F I N E + G R A D E OFIXTURE C -WALL SCONCE O FIXTURE D -BOLLARDS O FIXTURE E -FLOODLIGHT O FIXTURE E -EARTH SPIKE C4m 1 PRELIMINARY NOT FOR CONSTRUCTION T.O C ping 23' - 5° {� T.O. COLUMN 20, 81 — — — REAR 2ND STORY DECK 2nd Floor Plan 10,-64 First Floor - w, TYPICAL WINDOW GLASS NOTE: WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 407o. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. SPECIFICATIONS ON THE PROPOSED WINDOW GLASS SHOULD BE SUBMITTED WITH THE APPLICATION FOR FINAL REVIEW. I �alurcer rvl- CLEAR XINODIZED METAL CANOPY CLEAR ALUMINUM ANODIZED FINISH WOOD PANELING AT DOOR INSET COLOR: BIRCH QUARTE SAWN - NATURAL V013 MT - MATTE NEW STOREFRONT CLEAR ALUMINUM ANODIZED FINISH i i i i r 2 NORTH A2.1 1/4" = 1'-0.1 1 WEST A2.1 1/4" =1,-0.1 111 5 NEW METAL CORNICE COLOR: CSP-50 RAINSTORM 7 ^ rv� ^ ^ rv�^-7 — NEW STUCCO FINISH • /�1I / l l� �COLOR: CSP-5 PERSPECTIVE NEW STEEL CANOPY — WITH CLEAR PANELING WOOD PANELING AT DOOR INSET I COLOR: BIRCH QUARTE I I SAWN - NATURAL V013 MT - MATTE STEEL COLUMNS I COLOR: CSP-50 _ RAINSTORM NEW STOREFRONT I LEAR ALUMINUM NODIZED FINISH O EXISTING STEEL WIDE FLANGE TO REMAIN - NEW PAINT - COLOR: 2124-20 TROUT GRAY NEW STOREFRONT CLEAR ALUMINUM ANODIZED FINISH NEW STUCCO FINISH COLOR: 2119-70 FULL MOON NEW METAL SUN SHADE CLEAR ALUMINUM ANODIZED FINISH project: Charlottesville Orthopaedic 2275 Seminole Ln, Charlottesville, VA 22901 for: Dr. Nielsen job number: 17019 drawing: EXTERIOR ELEVATIONS revisions: Date 1 drawn by: checked by: KH Checker copyright: © 2017 brwarchitects, P.C. R C H I T E C T S 112 fourth street ne charlottesville virginia 22902 fax 434.971.7166 phone 434.971.7160 www.brucewardell.com seal 1z Approved MMM 10/12/2022 2:06:36 PM date 10/06/2022 PROGRESS sheet A2.1 PRELIMINARY NOT FOR CONSTRUCTION I Me .. -1/ 23' - 5" NEW METAL CORNICE COLOR: CSP-50 RAINSTORM NEW STUCCO FINISH COLOR: CSP-5 PERSPECTIVE EXISTING STEEL WIDE FLANGE TO REMAIN - NEW PAINT - COLOR: 2124-20 TROUT GRAY NEW METAL SUN SHADE CLEAR ALUMINUM ANODIZED FINISH 2nd Floor Plan_ _ 10' - 6" NEW STOREFRONT CLEAR ALUMINUM ANODIZED FINISH NEW STUCCO FINISH COLOR: 2119-70 FULL MOON I I I I I I i� Building Elevation - Looking South A2 2 1/4" = 1'-0" NEW METAL SUN SHADE CLEAR ALUMINUM ANODIZED FINISH MECHANICAL EXTERIOR UNITS WALL MOUNTED jk 2nd Floor Plan — " — — METAL CANOPY CLEAR ALUMINUM ANODIZED FINISH NEW STOREFRONT MECHANICAL EXTERIOR UNITS GROUND MOUNTED First Floo 0'-0" I 2 Building Elevation - Rear A2 G / 1/4'- 1'-0'. PAL �r�.. ,......., TRII cc RA PA CI CC PEI 64z 5 phys'�ca therapv CW � D � NOTE: DUMPSTER SCREEN COLOR WILL BE PAINTED TO MATCH THE'DARK' COLOR ON THE BUILDING FACADE. 3 Dum ster Typical Side Elevation A2.2 1/4" = r-a B M NEW STOREFRONT WINDOWS IN EXISTING FRAME WALL NEW STOREFRONT WINDOWS @ MASONRY WALL PAINTED WOOD TRIM, TYP. COLOR: CSP-5 RAINSTORM PAINTED WOOD CLADDING, TYP. COLOR: CSP-5 PERSPECTIVE 4 Dum ster Entry Access Elevation A2.2 1/4" =1'_0" METAL CANOPY CLEAR ALUMINUM ANODIZED FINISH WOOD PANELING AT DOOR INSET COLOR: BIRCH QUARTER SAWN - NATURAL V013 it MT - MATTE i i �l I JI First Floor I I FRONT PARAPET BEYOND D NEW ROOFING ON EXISTING STRUCTURE NEW PARAPET AND STUCCO CORNICE NEW GUTTER AND T.O. COLUMN _ DOWNSPOUTS 20 - Brr REFINISH & PAINT EXISTING STUCCO AS REQUIRED NEW STOREFRONT WINDOWS ` IN EXISTING FRAME WALL EXISTING STEEL WIDE FLANGE TO REMAIN - NEW PAINT COLOR: 2124-20 TROUT GRAY EXISTING MASONRY WALL - PAINT STEEL COLUMNS COLOR: CSP-50 RAINSTORM TYPICAL WINDOW GLASS NOTE: WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. SPECIFICATIONS ON THE PROPOSED WINDOW GLASS SHOULD BE SUBMITTED WITH THE APPLICATION FOR FINAL REVIEW. Approved MMM 10/12/2022 ZOISA5 PM project: Charlottesville Orthopaedic 2275 Seminole Ln, Charlottesville, VA 22901 for: Dr. Nielsen job number: 17019 drawing: EXTERIOR ELEVATIONS revisions: Date 1 drawn by: checked by: I Checker copyright: © 2017 brwarchitects, P.C. R C H I T E C T S 112 fourth street ne charlottesville virginia 22902 fax 434.971.7166 phone 434.971.7160 www.brucewardell.com date 10/06/2022 PROGRESS seal sheet A2.2