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SDP202100083 Plan - Revision 2022-08-16
CHARLOTTESVILLE 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 ANCILLARY TO THE RENOVATION AND INCLUDES: MINOR REVISIONS TO CURBING AND GRADING, RESURFACING THE PARKING LOT, IMPROVEMENTS TO 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 PRIMARY STREET MIN 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: 10 FT 30 FT NONE REQUIRED 50 FT 20 FT EXISTING BUILDINGS 6,025 SF PROPOSED BUILDINGS NO CHANGE USES: TOTAL GROSS FLOOR AREA = 9,154 SF OFFICE, MEDICAL(G.F.A.) = 9,154 SF NET FLOOR AREA (N.F.A.) = 7,323 SF VICINITY MAP N SCALE: 1" = 3,000' 0 I o a� PROJECT LOCATION �( Fic To � L/ tiTs ti ���ep0�.00vv • N n & O iN0 LOCATION MAP ; SCALE: 1" = 500' w 0 Q Lu z 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 08/17/2022 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING DATE DATE FIRE MARSHALL DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF HEALTH DATE 1i1 Ln 0 W 0- LLJ 0 2 z z � 0Q� Z J 0U a_ LLJ \ J `/^ LLJ CC F— Q Lu 0 p Q NJ z I..L Q 0 W z ,r uj z z uj LIJ LLI LIJ TH OF� RYAN D. CHENEY 9 I ic. No. 0407060980 > �+� a �YONAL ENG� APPROVED RDC SUBMISSION NO. 3 PROJECT 2110004 T H E W 0 R K O F L 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 FILL. 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 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 0 Q U W z 0 LIJ 0- Lu O2¢ C) Z LLJ > Q Q LLJ Z J Q o J J U ��� a_ LLI v/ Q w LLI CO J O p Q NJ Cz_ L.L G Q U v) 0 z Q rr z Lu f V TH OF� oa/n/zozz ?1 RYAN D. CHENEY Y _1C. N0. 0402060980 ✓s,. TONAL APPROVED RDC SUBMISSInNi Nip 3 PROJECI 2110004 T H E W 0 R h u F L I N E + G R A D E PROPOSED LEGEND EXISTING S SANITARY CENTERLINE S W WATER CENTERLINE W STORM SEWER GAS GAS LINE GAS UGE UNDERGROUND POWER UGE ODMM UNDERGROUND COMMUNICATIONS COMM OVHD OVERHEAD UTILITY 01/HO 382 CONTOUR LINE - 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 ► �► ' ADA ACCESS PATH AND LANDING r DETECTABLE WARNING STRIP —� SIGN —� 12 4 PARKING/HANDICAP PARKING COUNTER 26 3 ENTRYWAY/INGRESS/EGRESS SYMBOL 1 TREE 0 Q SHRUB O 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 CF CUBIC FEET PCC POINT OF COMPOUND CURVATURE CG CURB AND GUTTER PI POINT OF INTERSECTION CONC CONCRETE PRC POINT OF REVERSE CURVATURE D OR A 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 SD 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 ADA 208 HANDICAP REQUIRED: 2 TOTAL PROVIDED:1 37 HANDICAP PROVIDED: 2 WATER DEMAND CALCULATIONS: FIXTUREVALUE FIXTURE 60PSI1 NO. OF FIXTURES FIXTUREVALUE 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 SINK (EACH SET OF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (50ft WASH DOWN) -1/2 in. 5 -5/8 in. 9 - 3/4 in. 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 COMBINEDFIXTURE VALUE TOTAL = 59.5 ESTI MATED DEMAN D = 1 24 GPM FROM A W WA FIG. 4-2 OR 4-3 ASSUMED AVAILABLE PRESSURE AT METER = 90 PSI PRESSURE ADJUSTMENT FACTOR= 1.25 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM = 30 IRRIGATION TOTAL IRRIGATION AREA = 1 0 SF NUMBER OF IRRIGATION SECTIONS = 0 (100 FT2 SECTIONS) IRRIGATION SYSTEM TYPE IRRIGATION FACTOR 0 IRRIGATION DEMAND (NO. OF SECTIONS x IRRIGATION FACTOR) GPM = �0 HOSE BIBS QUANTITY DEMAND 1/2" BIBI 0 5/8" BIBI 0 3/4" BIBI 0 TOTAL IRRIGATION DEMAND (IRRIGATION+HOSEBIBS) GPM =� FIXED DEMAND ADDITIONAL FIXED LOAD, GPM = 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM =1 30 METER REQUIRED= 1" POSITIVE DISPLACEMENT EXISTING METER= 3/4" POSITIVE DISPLACEMENT FIRE FLOW CALCULATIONS: TEST INFORMATION NEEDED FIRE FLOW HYDRANT LOCATION 2275 Seminole Ln USE* NEEDED FIRE FLOW HYDRANT ELEVATION 400.00 TYPE VB, 4,000 sq. ft. TOTAL FLOOR AREA 1750 GPM RESIDUAL PRESSURE 91.4 PSI AVAILABLE FIRE FLOW STATIC PRESSURE 113.6 PSI FLOW AT 20 PSI RESIDUAL PRESSURE (Q20) 5,250 GPM FLOW 2414 GPM *INACCORDANCEWITHAPPX. BOFTHEIFC WEEKDAY TRAFFIC QTY OF TRIP VEHICLES AM PEAK HOUR PM PEAK HOUR USE DESCRIPTION TE CODE UNITS TRIPS/UNIT UNITS REDUCTION* PER DAY % IN % OUT IN OUT TOTAL TRIPS % 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. ITE TRIP GENERATION: TRIP GENERATION DATA IN LE 0 L L] Q 0 0 LLJ J VJ L L] 0 J Q 0 w 0 Q U W z F- z GLLJ G Q � Z z 0 CW G > Q z Z J 0U LLJ LLJ CC F— Q LLJ � m OJ Q z I► v) LLI z Q L LI z L LI 0 TH OF� 08�>7�2022 'Z� RYAN D. CHENEY Y I C. N0. )0407000980 TONAL EXA APPROVED RDC SUBMISSION NO. 3 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E COm2 I DRAINAGE AREA TO X-2 X-B AREA = 0.12 AC I MILL AND OVERLAY AREA (14,617 SF) / TOP 406.37 l SYyy BELL ATLANTIC TMH C = 0.77 _ Y - � PAVEMENT/CURB DEMOLITION AREA (7,766 SF) � INVERT 364.37t \ l^TOO 4 08.87 C, TOP 4 08.04 J o T = 5 MIN sAF SAFETY m Q10 = 0.63 CFS SMH FENCE TC, 4 0.85 - TP TREE PROTECTION / %�(�_) - SMH 60"RCP SMH 403.66 XX?-i TOP 4-bf.-7b �� �s / REPLACE EX. �q" WATER METER WITH 1" METER jMH IP INLET PROTECTION %/2'RCP V S DI--2B L=4' ��= X / PRESERVE METER BOX AND SERVICE LINE 0k ABANDONED/GRATE //�i hl rn i TOP 4 LX L57 398: BB Z \ TOP %NV IN 404.99 OUT 404.84 \ NV DUT 39 NV 1N 393ZZz 8"PVC 8"PVC / P CG-6 ALE LAN�n 2 bb� . 37t INV l77 2 /8 p -- NV OUT 392 09 407.99 / GRA� w _ o \ 0L52 MIN 7" TP T 405.88 r D1-39 L=/0' DI-2 - INV OUT 4o23B / � o �40 � � TOP 400.6/ IP 3.07$ J MR- T 40$. 64 i \ I 2 X-5 GR p VARIABLE ROW NV IN 393.71 400 REMOVE EX. TULIP TREE - I \ �'lOP 0%50 I FH SAF I LF I I DI 7 407. 95 T 2A \ I 1 INV IN 397.80 REMOVE EX. BUSHES 93 \I INV OUT 405.45 \ L 406�5/\ m NV OUT 397.75 5" TP / Tc� SS 2�9" W 9094401 REMOVE EX. TULIP TREE U Q% > X-5 Vl2 \ N \ l0 p KING SETBACK _pZl� REMOVE EX. TULIP T0OF 02. S W Za�2X 60 H CHAIN \ \ \ \ 32.77' OF ROCK x _ 0 . // _ , LINK FENCE \ \ \ \ \ � T P j LOD 843 SF \ \ \ IP 3.07-6 _ \ \ � L=43.29, R-25.00\ ' - - SWM D 0/V \ \ \ \ \ \ \ \ \ \ D=99 /2 48" 3 - REMOVE EX. LIGHT POLE EX. CURB TO BE REMOVED \ \ \ REMOVE EXISTING CURB AND GUTTER D - - X-7 \ \ \ iq i - - REMOVE EX. LIGHT POLE - - i�%r/ / \ I p �o/ O = 97/0' BP EX /5' DRAINAGE ESMT \ \ \ \ 8' 5 TRIF� DICA TED FOR ruTURE \ PgSSAG WAY THROU LOTS r i 4 2 /2 DO 98/ PG 683 (PLgT) �- I 0 S L C PS Cp X l8 B' / DB 509 PG 317 (PLq T) L4 5/5 PG 4081(PLAT) \ \ \ � I I 1 � xl / I I 'V / / I EX. CURB TO BE REMOVED PROTECT EX. LIGHT POLE PROTECT EX. LIGHT POLE 1 / / x L I � I �p�/ \ IWE LLC J P + 0' Y \ TMP 45B1-5-A-9 LOD92.71HERMANUS LLC 7,663 F I B \ D.B. 1222 P. /66 \ 1 LOT 004AO EXISTING FENCE \ D.B. 1065 P. 47 SAF 199 LF x REMOVE EX. BOLLARDS \ TMP 45B(l)-5-C-4A \ D.B. 515 P. 4 06 PLAT \ I TO REMAIN - \ 1 ll4 D 0. 93 ACRES \ \ I / h . B. 19B6 P. /Cps o D.B. 193/ P. 692 \ \ \ ZONED: HC \ L GM 403 D.B. 981 P. 683 ` \ PRESENT USE.- I PLAT D.B. 991 P. 690 \ COMMERCIAL \ v x / � 1.02 ACRES \ _ -.�41 PRESENT USE. OFFICE LOD 7,663 SF ��� _ _ _ = \� = EX. CURB TO BE REMOVED _ TP 138 LF� S \ REMOVE (2) EX. A/C UNITS I \ - _ _ = _� \\ - - _ 14792 SF APPROX. REA OF _ = TP 123 LF _425 = - _ TREE CANOPY WITHIN PROPERTY - _ _ _ _ _ _ - _ _ 40 4080� 0 Y pb p ��j o \ 404 - \ \\\\\ \\\\\ �� - 4/7=4/6�4/5�414�4/3- 9` Vj I /� - - - - \ �\ - - - - - - _ _ \ \ \\ \ - - - - - \4z - _ 4/8 - _ REMOVE EXIST GUTTER PAN AND CURB 4P3;2�2/_420_4/ \ �- RESOLUTE HOLDINGS LL _ - - \� �408- - MIX 0/ 430 TORE - \ \ - - IN FRONT OF DUMPSTER PAD AND GRADE \ \ DECIDUOUS AND - - \ _ \ _ - _ 5,51 DUMPSTER PAD STRAIGHT TO EP LINE- _ L =5 .58 R=700. 00 \ \ - D.B. 1222 P. l66 _ STEEP SLOPES \ \ 0=4 °32 57 EVERGREEN TREES = ` � _ _ _ D.B. I0I3 P. 347 = �� �� \ \ /\ \ / 412 - \ WITH UNOB435Ry-------------- I , _ _ _ D.B. 98/ P. 683 PLAT _ `�� AND DENSE BRUSH - - \ � \ �� _ _�� - D.B. 60/P.705,708PLgT- �\\��\ \ \\ �� 440 -� - I./5ACRES �� �� �\\ �\\\\ \� � � � 6 _ ZONED: HC 41 \ \ •S 38°387- E- - PRESENr USE -COMMERCIAL DRAINAGE AREA TO X-7 / \ - W /70.9I. �X\\�X__ NSO°05'/2"E 264.9r� AREA - 0.59 AC - S 3/°05'06" W 52.57' C = 0.65 TO=5MIN 420--'----� DRAINAGE AREA TO X-4 \ ��-_� 1-X _ � � I � Q10 = 2.54 CFS \ \ AREA - 0.99 AC GRIFFIN, STEVEN E- MOHR, MARY C = 0.54 5B/-05-C-RADO, MARTq OR gCCURSlO TMP 45B/-OS-C-3 TMP 44 � D.B. 531 P. C- \ \ TO = 5 MIN IMP 45BI-05-C-I I I I / I D.B. 905 P. 406 D.B. 1325 P. l03 D. B. 3891 P. 2/3 \ / D. B. 4752 P. 56 9 Q10 = 3.55 CFS D. B. 4752 P. 569 I I D.B. 3957 P. 327 D.B. 5042 P. 526 0.79 ACRES \ \ � \ D. B. 5042 P. 526 1. I I 08 ACRES ZONED.• Rl 0.79 ACRES I ZONED: RI PRESENT USE RESIDENT/qL / ZONED. R/ I I I PRESENT USE. RESIDENTIAL \ U \ \ / \ \PRESENT USE. RESIDENTIAL / p2 \ \ \ \ \\ /0000 000000 \ \ \ 4 o32 - \ � A Irs, o / I V / Q EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 20': 0 20 40 LU ta Z uj Z Z uj W z J U z O 0 LLJ ~ J 0- W O O 2 = 0 z LLJ LLJ > o Q LLJI Q J J ov J Cf) a_ Lu J �/� V / LLJ Q O LLJ LL I o0Q m Q z U = U z v J LLJ Ar- �O���PLTH OF Df�� 0 oa/n/zozz ? V RYAN D. CHENEY Y LIC. N0. 0402060980 y /ONAL APPROVED RDC SUBMISSInNi Nip 3 PROJECT 2110004 T H E W 0 R h u F L I N E + G R A D E i X-8 / l ,5�fyy BELL ATLANTIC TMH TOP 406.37 n / INVERT 364. 37t A - - TOP 408.87 � TOP 408.04 J O SMH m T F 46 0.85 SMH ' 60'SMH RCP TOP 4-bf.-7b S%gyp) S� SOP 403.66 X� ��_ / T�IH n I -2B L =4 ' \ � S� ��r- TOP400.37 398>69 \ - ABANDONED GRATE b / y REPLACE EX. WM / TOP / /N 404.99 J INV OUT 39 �INV IN 39 . 7 WITH NEW 1" WM 8" PVC / 8" PVC - 407. 99 7N OUT 404.84 ( LAN - NV �6d�37t ll�/ GRATE I I \ 0�52 CG 6 IVINOLE \ \ NV lV 392.18 p '--- NV OUT 39209 N 405.98 X 2 w 9" / V OUT 402.3E / 2 \ \ � PUBLIC STRE T Dl-3B L- T 40 f 64 1 I X-5 GRATE MATCH EXISTING CURB VARIABLE R W �NV TOP 400.6I A by - Mg - TOP 4 01.50 IN 3 3.7/ i v j/_2q p I IN LINE AND GRADE E DI-1 \ I Z lNV IN 397.80 TOP407.95 �\ T�406�5/ I �m o v , ,r )EV� INV OUT 4 05.4 5 NV OUT 397.75 o ,1 �-�I R P ANE \ Y-5 MATCH EXISTING CURB �_ _ _� - - \12" \ \ CK IN LINE AND GRADE kKIN6 SE o - \ 40 IN 60 25.77 _� O'lrW 'TOP4 - 0--RCP J tp !, .:.. �.. c' :.:t., ;:'..,,.... ,• \ Cp \ H CHAIN \ 32 77' �• X0/ LOD 1843 SF \ _ N 23°3/55 E O F ROC- � �- � TOP 4 /. 11 O L/NK FENCE W IN / 393 T \ /(TYP) UND\ \ \ \ \ R18' R18' _ INV_j - % \ \ \ L=43.29, R=25.00 I \ �I _ _ _ _ _ _ _ _ E J -� /NV O T 39 9' SWM ON \ \ \ 1 \ \ D=99°1248° X EX I,. WATER SERV _ _ _ - R5' S-,( � A \ DI-3C L =4 ' - - - - - - - - - - - - - - 30' SETBACK (TYP) VDOT CG-6 1 ` L7S��� TOP 4.0/ - - - - - - �v 3 \ \ \ \ \ A) GW I L _ - - - - 7VV IN 396.2 N �' - - \ N \ \ O 97/0' BP EX /5' DRAINAGE ESMT \ \ \ STR F.DFDICATEL) FOR�UTURE _I \ /NV OUT X4.79 VDOT CG-2 CURB (TYR) / 3" 7 4 2 /p OB 9' A 683 (PLAT) �- PASSA EWAY THROU H LOTS \ \ \ / �40 - - - - - - - - - - - - - LANDSCAPE PAVER - R5' �q 4 \ / POSSIB,E LEC SERV/ T 5/5 PG 4081(PLAT) ` �06� I \/ �9, WALKWAY _ u CLASS I PAINT TYPE B DB 509 PG 317 (PLAT) 4"WHITE TYPEB/rt aoaoo_om_oa04)2a�c�! / I (gCLASS I PAINT (TYP) I [3 - O O - � 18' 12 6' SIDEWALK13 I I 4' SEE DETAIL 1/C2.3 - 0' IWE LLC \ / / / M a \ P � \ TMP 45B1-5-A-9 o jp 92.71 HERMA NUS LL C \ D. B. 1222 P. 166 \ I I 6` I VDOT LOT 004AO O 5 SIDEWALK CG-12B 1© 3 _ TMP 459(l)-5-C-4A \ D.B. 1063 F. 47 \ I SEE DETAIL 1/C2.3 AWNING FOOTINGS NP)' o D.B. 19B6 P. ll4 \ D.B. 5/5 P. 406 PLAT \ \ \ 1 0. 93 ACRES \ I 18 �' 18' ;:'' a EXISTING i r _ _ \ ZONED: HC \ L \ \ ELECTRICAL . EXISTING GAS METER SEE ARCHITECTURAL PLANS ti D.B. l93/ P. 692 METER �� a i `403- D.B. 981 P. 683 \ \ \ \ PRESENT USE.- \ � I \ � �04 I 18 PLq T D. B. 98/ P. 680 _ 8' HC PARKING SIGN ��� \\ COMMERCIAL \ - ZONED.HC VDOT CG-12B (I (D SEE DETAIL 6/C2.3 „ W O ' _ _ _ 4, ` A 3 5 a PRESENT USE OFFICE -M VDOTCG-12C �� _ Lu MATCH EXISTING CURB LOD7663SF- _ r-- EXISTING BUILDING HCPARKINGSIGN 3.5IN LINE AND GRADE _ - - f SEE DETAIL 6/C2.3 \ - �� - - _ - _ 5 SIDEWALK _ RENOVATION I - - - SEE DETAIL I/C2.3 FFE=404.44 2.5' MODULAR BLOCK WALL ��� �� =� == = = �\\ -\ -\\ \ ` - DUMSPTER PAD - -423- - - _ \ _ _ _ - - _- _VDOTCG-2CURB_ �, 24' _ 4782 SF APPROX. AREA OF - _ _ _ _ = __-__ _ _ _ _ _ -_ _- = = \ \ \ \ 424 - = SECOND FLOOR DECK ' _ - \ 404- - � - _ - _ - -_ \ �\--42426 - = TREE CANOPY WITHIN PROPER - - ` / ` - :zz�\ \ NO PARKING \ �� _ �\\\\ \ \\ --427-\\\ - �\ \ _ = SEE ARCHITECTURAL \\ \ /� - - - �_ �_ �_ _ _ _ \ - - _ _ DELIVER/LOADING ONLY 42< PROPOSED HVAC UNITS - - - - - SIGN (4 GROUND MOUNTED, 2 MOUNTED TO BUILDING RESOLUTE HOLDINGS LLC �408- _ - \ MIX OF MA TORE - �\ \ \ ABOVE. SEE ARCH ELEVATIONS FOR DETAIL TMP 45B1-05-C-4 _ 6" WHITE TYPE B = \ \ _ \\\ DECIDUOUS AND - D.B. 1222 P. 166 CLASS I PAINT (TYR) _L=55.58, R=700.00 \\\ - _� = - - _ \\ _ \ / /412- \ _ - - _- _ 0=4 °32 57 \ WITH UNDERSTORY - \ \ - - = D. B. /0/3 P. 347 _ � = \ \ \\ \\\\\\ gNDDENSEBRUSH - �� �43434 _ _ D.B. 96/P. 683 PLAT �� �= -435D.B. 6019. 705, 708 PLAT ZZ \ / \ - \ \ \ \ 437- /. /5 ACRES _ �� _� \ \\\ \\\ \\ \ \ / 6 > >\ �\ \ \\ \ _ _ 6ifffvH B41T3 _ ZONED: HC �= \�� \ \\\\ \\\\\ \ \ \ / 41 \ \ 0-: PRESENT USE.• COMMERCIAL- /70.9I'005'/2"E 264.97' S 3/°OS'O6" W 52.57' \ / \ \ \ I I l l GRIFFIN, 45B/-T05-C 3E- \ TMP 453-0 -C-4 \ \ \ \ GRADD, MA 45 -0 -C-1 lO I I \ D.B. 1325 P. 103 D. BP 1325 P. l03 D. B. 905 P. 406 I � I D.B. 389/P. 2/3 \ D. R 4752 P. 56 9 \ \ \ D. B. 4752 P. 569 I I D.B. 3957 P. 527 D.B. 5042 P. 526 \ D.B. 5042 P. 526 I / I A 09 ACRES / 0.79 ACRES \ \ j 0.79 ACRES I I ZONED: R/ ZONED- RI\ ZONED.0 R/ I I PRESENT USE.- RESIDENTIAL \ PRESENT USE -RESIDENTIAL \ \ \ PRESENT USE. RESIDENTIAL \ \ \ \ \ \ \ N N \ \ \ Ir9 SITE NOTES: v � O ` \ -co 1. ALL PROPOSED CURB RADII ARE 3' UNLESS 76, OTHERWISE LABELED. 2. WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLOWNG CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. I / 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM - / \ THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4. NEW FULL DEPTH PAVEMENT AREAS SHALL MATCH / I / EXISTING PAVEMENT SECTION SITE PLAN AMENDMENT 1" = 20': 0 20 40 Lu fa Z uj Z Z uj W z J 0 LLJ 0- LLJ O2¢ 0 CO � LU z OQ>� J w z o0 IZ J J _j W a_ LLI J ��//'�� V / LU Q ��V� J LL I m O p Q J z Q U Ar- Op to p 0 oa/n/zozz ?' V RYAN D. CHFNFY Y LIC. N0. 0402060980 y SSfOIYAL APPROVED RDC SUBMISSInNi Nip 3 PROJECI 2110004 T H E W 0 R h u F L I N E + G R A D E C200 L , .1G.✓V DRAINAGE AREA TO X-2 a" Pv�y 3 401.19 /�/J F / n \ INV IN-J9Z l8 S 0� / g °PVC 402.49 D/-PB L 4\ N 401.52 \ SEl i 0L - LHN= / 6 R F g9g / �2 I - \ I �OP 402.15 C = 0.74 /N �� WV - - - - - - /Nv�Ur 399. T = 5 MINEl �"/c ��R� o \ �\ C }_ VARIABLE ROW pp \ 52 \ / m \ s= Q10 = 0.72 CFS � + � / X-2 �y� 5/ MB mooffi\ DI-39 L=/O' 4 - I 4(92./7 NV OUT 393 3/ O z 5,250 \ W o ATE Sc 400.30 gtr�Y. l 0 TOP 40PLANT TC 401..05 GUI//2 NV IN 397.80 w 1 - S 25°4239" W 80.94 - -� V OUT 397.75 BC 65 GUjTE CG-6 rC 4 0L r' SC 400..92 '•rovn,n orovn",°f - - - - - - emu•i �,,,ri ,_ C L=4, TC 40/35 X- TOP 1, 28a4 Aw,rrvk Z i Dl-2A L =2' \ INV l 6.28 Y FL 401.19 n,n a f x I + m 7-0/07-0/0402.16 /g sD��/VV - OU 4 Yr , ,Yry "�'�'° fj ?a I \ nd =` W FL400.76 e 480\swoon TC 401.26 204. 52' rvey ,YrwYrtr'�4.?'a ''.mnn,n'� ' en,M '"nvn,n �C,P .wnJl _- 4 .> Ti. \ S 23°40'll 6-� `� _ _ _ _ ` _ _ = tr �` _ _ _ _ , _ _ _ / e TC mod• ,wp a` '�' f1# -,.�, n". '"ma,K�n 1 \ `�' ''-round` �j 401.36 5 1 LOD 1843 SFI EP 401.19 X-3 C�' � EP 400.73 /V J \ •«mq , a '^rovm,n^`A' '"°°"",n` _ _a`a TOP 404 H 1 'm�A'Y IO' p '•end mn `v - - _ TC 401.65 s >• - -j" HP 402.55 1 1 _ - - - - - - - - �� � ,� I , / y � � � �n,n , r; INV IN 393 / ° e $ TOE F R CA' 00 ° Y nm^ 1 INV //V 323 / \ 1 - 1 \ 8 , _ - - _ - - d Yrk HP 402.25 , W , 1 INV OUT 3 0%l24 \ _ _ _ _ _ J 1 ■ /- f • b , /HP402.01xn' 30'SET CK\ U p FL 400.67 I?FTEN ND r R=25.00 cao117 99'1248" 1 =___ _ _ __�now___ _ _R_ = EP 401.51 I -__-- ��� 5 1 ` 1 EP 401.56 TC 402.01----_--_-- \ FL 401.13 \ • \ I I I EP 401.79 401.46 401.49 TC 401.13 5 FL 400.47 I/ �TC 402.29 TC 402.06 I1 �- EX l„ W- ER SERVICE - - - - - _ _ _ EP 401.67 � /�P rc aoos7 _ 1 CONTRACTOR TO ENSURE TC402.17� X-7 USH S POSITIVE DRAINAGE OVER I TOP _ _ \ OF NEW PARKING LOT CURB _ _ _ - - - - - - - - - I - - - 40L C+ 4 ---F Q l \ TOP= 00.9 e IIN 91 \ + 405.36 (4_ l I 1 \ ` INTO CURB CAST PVC OUTLET CAST PVC OUTLET / \ \ 402- INTO CURB '0/ EP 402.90 / x ° I 1 POSSIBLE ELEC SERVIC EP 402.30 EP 402.74 EP 402.89 TC 403.40 \ TC 402.39 P� 40Z 6 TC 402.80 -Vs TC 403.39 / / + II 1 10 .40 I 4" PVC 1 + 4" PVC 3.00 LF @ 0.00% 4023 3.00 LF@0.00% ."PERF. PVC ) _ F •\ INV. IN: 402.66 )���� OOO �� ��� 0 I 1in� r- 17.50 LF@2.51% ♦ / 1 INV. IN: 402.22 - INV. OUT: 402.66 1 INV. OUT, 402.30 I INV. OUT: 402.74 EP 401.97 EP 402.47 0 I ® O ®���®� _ _ _ = I TC 402.47 • TC 402.97 1 O 01 TC 403.15 / \ rG 4 2 /3 e I I \ 1 EP403.41 FRENCH DRAIN 5 \ I II 1 TC 403.91 O O 1 (JP \ 1 \ \ � (V I I I \ • /0" 6 402, LINK FENCE 40C w 0 Q W z J ta z cc uj z z uj HERM41 LOT TMP 456 D. B. 196 D. B. 195 D. B. 99,, FLA T D. S. 1.021 ZON2 PRESENT L U z o / I 1 \ 1 Ord 403.94 PROVIDE 8' LENGTH ID SOLID PIPE T ® 1 \4p2 - - - w Q \ p I CENTERED UNDER SIDEWALK (1 (J I \ I + z / LIJ ■ NORTHERN SIDEWALK RAMP x /0"B Q Z LOD7663SF r 1 \ \ + 1 EXISTING BUILDING SEE GRADING INSET4/C2.2� 1 L 402 / w 1\ 404 08 _ EP 402.99 ui i ' rYl 40 1 \ 4014 \ - RENOVATION �� ® LITC403.4s====,,EP402.71 402/l O p z 1 1 1 FFE = 404.44 O e __B -- TCa03.21 = Q - y.,-. FRENCH DRAIN 4 \ II O Q Z �y \ 1 1 I` ,. •' : I EP 403.00 I I 3 w 8----ge ITC403.50 40z� EP 403.58 j • J Q 0 TC 404.08 , , J 0 \ .. ______✓ \ + \ all. w 0 I \ 1 1 \ 1 \ �4 f M EASTERN SIDEWALK RAMP0> 04 • SEE GRADING INSET 3/C2.2 a L G > v J WL ¢ 03.05 SOUTHERN SIDEWALK RAMP LU z + SEE GRADING INSET5/C2.2 1 0� f 1 m 6 04.79 v - �j Q - 1 EP 404.66 �- EP 403.56 �� � � � � + TC 405.16 ° O EP 404.11 1 �A 404.18 ��""hhL V 4 3.24 a z 0 __= roaoa.61 TCaoa.o6 PROVIDE8'LENGTHOFSOLIDPIPE l< �' h J _ m , I CENTERED UNDER SIDEWALK _ C ao G 1 a I ' EP 404.18 EP 404.22 1 • TC 405.18 TC 404.72 >,°4 ° v BW 404.30 I 1 Q _ - - TW 406.27 405 Tw ao6.27j a0a27 STEP DOWN 1 BLOCK - - If I - - - - - - - - - - - BW 404.36 J 6" PERF. PVC ti� TW 406.94 47,1+6.a8 LF @ 16.39%i-BW 404.44 CAST PVC OUTLET WYE FITTING TW 406.94 4C INTO CURB EC 403.94 M.E. EC 404.02 - _ 4.00 LF @ 0.00% EP 404.33 INV. IN: 404.37(SD-1). _ _ _ _ = TC 404.52 INV. OUT: 404.37 INV. IN: 404.25 .. _ SD-1 INV. OUT: 404.34 \ \ �' \ \ \ 8" NYLOPLAST DOME GRATE IER 1 \� V 4/4 - - - - - - \ \ 6^ PERF. PVC 6" PERF. PVC CAST PVC OUTLET DRAINAGE AREA TO X-4 \ 6.99LF@1.00% RIM:406.75 11.80 LF @ 3.73% 1 INTO CURB - _ \ \ \ \ INV. IN: 404.54 (RD-1) I I EP EXTEND CURB DOWN TO EX. \ \ 4/6 - - AREA = 0.97 AC \ 6^ PVC INV. OUT: 404.44 1 4: \ \ \ 2.38 _ -\1LF@1. 179% \ - �n EJEJFRENCH DRAIN' EP 1 ° `1 \ _ F-417- C = 0.50 \ \ \ \ \ \ \ \ GRADE AND FINISH EXPOSED =4/8 - - T \ �\ \ \ \ \ �\ - - TcaoSsa BACK OF CURB -4/9 C = 5 MIN - \ 1 4 \ -420 - - 3 27 CFS - \ \ \_\ R0.1 - - - - \ 6IN CLEANOUT� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = EC 404.32 4 EC 404.28- EC 404.44 I j�TH OF Q10 6INCLEANOUT_ ------------� ------------------- ��'TC404.82�tt------TC404.78---- -TC404:94 �P Dj -- ------ \ INV. OUT: 406.00 INV. OUT: 404.77%L 4" PVC �� `� - 6" PERF. PVC. 4.00 LF @ 0.00%- \ _ \ \ \ \ i ins L 7 \ \ \ \ \ \ \ \ \ \ 7.59 LF @ 1.05% INV. IN: 404.69 \ O 08/10INV. OUT: 022 '2 \ \ \ \ -423- \ \ \ \ \It INV. OUT:40477 y RYAN D. CHENEY ~ \ \ \ \ \ \ - 424 - - \ 14782 SF APPROX. ARca - - - - - - - I U Y - \ \ TREE CANOPY WITHIN PROPERTY \ - - - - - - - - - - - - - - - - - - \ \ - \ J I ic. No. 0402060980 -426- - _� \ \ \ \ \\ \ \ \ - - - - - - - - - - - �\ \ / B 406/57I /OVAL EN DRAINAGE AREA TO X-7 - AREA = 0.58 AC _ \ \ \ \ \ \ = / ",; \ APPROVED RDC RESOL UT MIX OF MA TORE EHOLD/NGS LL C - _ _ - C \ \ \ \ \ \ / / DECIDUOUS AND _ - - - \ �30� \ \ \ _ TMP45B/-05-C-4 - - _ _= SUBMISSIONC1' 3 EVERGREEN TREES \ \ - - _ '/\ \ - \ \ - - - _ D. B. 1222 P. l66 - T 5 M I N N WITH UNDERSrORY - - - - - - - - - -- C \ \ \ \ \ \ \ \ \ r PROJECT 2110004 c \ \ \ \ \ \ �43/ \ - - - D.B. l0/3 P. 347 - - _ = 2.33 CFS \ \ \ \ - - - - - - - - _ D.B. 991 P. 683 PLAT - \ D=4 32'S7" \ \ \ \ � AND DENSE BRUSH - - \ \ � � � - - � � 10 \ \ � _ \ � \ \ \ \ \ \ \ \ \ - � / \ \ \ \ \ - - - - - THE WORK O F - - - � \ \ \ � -432- � � - - - - - _ - - D.B. 60/P. 705, 708PLAT l5 ACRES - - \ \ \ \ \ \ \ \ \ \ \ L I N E + G R A D E � � � � � \ \ \ \ \ \ \ ____ \ \ ZONED: HC \ \ \ \ \ \ \ \ \ 434PRESENT USE COMMERCIAL GRADING AND DRAINAGE PLAN Cl2ml .� 1" = 10': 0 10 20 GRAVEL CURB INLET SEDIMENT FIL TER r GRAVEL FILTER*-,� �--I RUNOFF WATER J SEDIMENT CONCRETE GUTTER 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 Plate 3.07-6 O3.07-6 CURB INLET PROTECTION (GRAVEL) Inlet ID Inlet Type Length g Drainage Area g Runoff Coeff. Intensity I V() Qto Inlet QCar over Carryover QCa tured p Q B ass Vp Inlet Efficien Road Long. Slope Road Cross Slope (Sx) Inlets read p Pondin Depth g p Throat 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 0.12 0.77 6.64 0.61 0.00 0.61 1 0.00 1 100 0.010 0.026 3.25 0.20 5.0 1 0.0 X-4 VDOT DI-3C 4.00 0.99 0.54 6.64 3.55 0.00 3.55 0.00 100 Sag 0.045 9.86 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-3B 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 0.00 100 Sag 0.014 18.51 1 0.33 5.0 0.0 OINLET CALCULATIONS (10-YR STORM TC 403.55 ---------- -- SW ITC 404.27 _ V �v IQ iJ SWITC404.27--�. Py� EP TC ----------------- \ TC403.21- EP 402.72- V - EP 402.79� v 0O< ()000 0O0°O 00°OC iJ OOOO !7 0 O V \ 00O 00� O O \ °°00° - - 21.5' ° EP 402.93 "--O TC 403.46�0 5' ----�()\j- -i--y---------- ----� TC 404.10 EP 403.58 TC 403.67 EP 403.00 TC 403.50- W W z z z Uj z O Q U_ J � U W J 0- U w O2¢ W _ C) C� LLB Q z Oz? ov J J V) Q w Q m O 0< J Z W z_ Q� U U z 0 NQN I..L V 08110022 Z RYAN D. CHENEY Y -IC. N0. 0402060980 e/J-s ON AL APPROVED RDC SUBMISSION N' 3 PROJECI 2110004 - T H E W 0 R K O F ------- L I N E + G RAD E 1 ) SW ITC 404.37 SWITC404.27 \ V 3 �- EASTERN SIDEWALK RAMP GRADING INSET 4 2- NORTHERN SIDEWALK RAMP GRADING INSET 5 �- SOUTHERN SIDEWALK RAMP GRADING INSET C2m2 1" = 2': 0 2 4 1" = 3: 0 3 6 1" = 2': 0 2 4 RIGID SURFACE (WHERE APPLICABLE, FINISHED GRADE SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) f— 2% CROSS SLOPE (SLOPED TO DRAIN) III —III —III— - - 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE —_ -III-III-III-�-�-� I III MIN. 4"THICK, 300o PSI CONCRETE =III -III -III -I I I I -I 10I -III 11 I -III -III -II 11-111-111-111-111-111-III-III-III-I I I- -� 1 VDOT 21A STONE BASE 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 (D SAW CUT 2' FROM v FACE OF CURB / 6" DENSE GRADED / \\ AGGREGATE BASE COURSE, VDOT 21A \�\� //\ SUBGRADE �—EX.AGGREGATE BASE '8" 4000 PSI CONCRETE: I` FIBER REINFORCED O SIDEWALK O MINIMUM PAVEMENT PATCH O DUMPSTER PAD PAVEMENT SECTION O &J O' BUILD SOMETHING BEAUTIFUL 02g76 Anchor Wall Engineering, LLC @and "' Anchor Wall Systems, Inc. . nrch.11 mm CAP BLOCK 1 DIAMOND PRO® — BLOCK H 7" FINISHED I GRADE E C 12" (MIN) OF FREE - DRAINING AGGREGATE 6" DIA. PERF. PVC DRAIN PIPE (ELEVATION VARIES) 6" MINIMUM COMPACTED GRANULAR -BASE LEVELING PAD Thisdrawingnfor dshouldnot Diamond Pro® Straight Face Retaining Wall System 3/8"=1'-0- SB purposes only and n with not be used for turelofa re without the signature of a registered DeM: Orewlrig number professional engineer. Typical Gravity Cross Section ,neno,s oPsro� HANDICAP PARKING SYMBOL IHANDICAP PARKING SIGN .Q ADA PATH ,� I A a 1' RESERVED PARKING N PENALTY $00$500 FINE TOWAWAYZONE o IIVIN ACCESSIBLE I I- VAN PLACARD 5' MIN. TO (WHERE APPLICABLE) FINISHED GRADE HANDICAP PARKING SIGN PAHANDICAP RKING SIGNS _ ADA PATH. I PAVEMENT EDGE STANDARD 60 SPACE 4" STRIPING / ///0 VAN SPACED 2'APART 5' r 8' MIN. I MIN. I SEES SINGLE HANDICAP SPACE 1 8' MIN. L 8' MIN. 1 8' MIN. 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 0 6" SCHEDULE 40 PERFORATED PVC. DAYLIGHT AT LOCATION SHOWN ON PLANS. II - 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) a IS 0 a r9 a 1.5' DIA. TYPE I BOLLARD WASHED, ANGULAR VDOT #57 STONE I I ` GEOTEXTILE FABRIC CONTINUOUSLY STONE _ "BURRITO WRAPPED" AROUND STONE BELOW (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 U W z J X 0 LLJ 0— LLJ Off¢ = C) LLB C) Z J J o W LLJ ~ LLJ Cory O p Q J z Q U fa z Uj z z M TH OF7� RYAN D. CHENEY Y _IC. N0. 0402060980 F y �,INAL V, APPROVED RDC SUBMISSInrnl nl 3 PROJECI 2110004 T H E W O R K u F L I N E + G R A D E OMODULAR BLOCK WALL O HANDICAP PARKING SPACE DETAILS O FRENCH DRAIN C23 En fn 4 1.5' a 6' 3' 14' 4 6' 3' J T 4 � L _J <I / '4� a �� �� 4 a I _ 4 4 I� (4) 6" 0 BOLLARDS a SIM. TO BOLLARD 4 DETAIL 4/C2.3 / a 4 a 4 4 1.5'x1.5' CONC. FOOTING Q 3' DEEP (TYP.) 4 I / a 4 a4 I a 4 4 a / a 4 4 a a � I 4 /4 a EXISTING CG-6 I a 4 4 WOODEN GATE 6' HIGH a / 4 4 Ia a L 1 4 a 4 a a a F 4 I a � L _ a 4 4 a 4 / a � a / 4 � 4 a 4 4 a a / a 4 8" FIBER REINFORCED CONCRETE (4,000 PSI) 6" 21A STONE BASE COMPACTED SUBGRADE_ a 4 WOODEN BOARD DUMPSTER ENCLOSURE SHALL EXTEND 6'-0" ABOVE GRADE 14 a 4 I /4, a a 4 a 4 4 4 a 4 / a I / - a I / 4 a 4 I — 4 CONCRETE DUMPSTER PAD PLAN U 0 14 PROPOSED CG-2 4, a a ZL a 1_ PROPERTY BOUNDARY 3.05' IIlk s' 11, 6'— FEXISTING CIHAIN LINK FENCE III PROPOSED CG-2 - FINISHED BACK OF CURB _ TO EXISTING GRADE J..I..L U 13' 11' PAINTED WOOD TRIM, TYP. SEE ARCH. PLANS FOR COLOR PAINTED WOOD CLADDING, TYP. SEE ARCH. PLANS FOR COLOR CONCRETE PAD TO DRAIN TO EXISTING 8" FIBER REINFORCED CONCRETE GUTTER PAN, SEE PLAN (4,000 PSI) EXISTING ASPHALT 6" 21A STONE BASE (TO BE MILLED AND OVERLAID) _ — — COMPACTED SUBGRADE . a� ° ° Q ° a • b P a. b a° b b ° a ° a ° a s P a ° b b° ° b b° a° °° a° a 24' CONCRETE DUMPSTER PAD ELEVATION LU ta Z uj z z uj z J WE 0 ui 0- 0 = 0 z �z� J � W � 0 Q LIJz� ov w J J J LIJ �/� C/) Q Lu Lu ff /^� V J m o O Q NJ L.L CC: G U �PS,TH OF p 0 oa/n/zozz ? V RYAN D. CHENEY Y LIC. N0. 0402060980 y /ONAL APPROVED RDC SUBMISSInni Nip 3 PROJECI 2110004 T H E W 0 R h u F L I N E + G R A D E C2m4 ( BELL ATLANTIC TMH 4 TOP 409.04 J I \MINGLE LANE- - 2 % I PUBLIC STREET / 1 40' O.C. / VARIABLE ROW \ I l p 40' O.C. �/ (6) BS (2) A \ \ \ (1) QP \ \ (1) QP \ v A A (4) BS q (1) BS BS _ v v v v o v v (2) BS J � (1) CIF °v�oo °o °o r o°°°° � v (3)JC /(3)BS S v Io o (16) IG (2) ND (2)ND kv�C \ b I�° (1) CK (1) CF n (1) PA (1) JC (7) NO I (3) AAB II I I 2 JC (1) JC d LP (2)IG// (2)AAB � / 1 (2) ND \ \ V I �(1) PA C) :ZCC �� � Vv � � � � � _ �I (1) � (4) ND — — (2)IG (2)AAB -------------- _ °�z \ It \ \ 0 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 rA 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 35' 0.U• — ((4)JC (2) ND vov (1) AAB vovv v vovv o (Q W o • (3) JC j (2) JC jj Lj(2) JC �— (2) JC A a" II (4) NO 36 O.C. (2) AAB (2) JC j `ter (1) CF (4) IND (6)IG al � Inaiiii (1) ND EE ii�� .-._. , =IWTU7e/his 0_7 — \ r'AMASiWAV T�WAV, 11yY'� i �`. ®IL: \ _ EX. I5' DRAINAGE ESMT DB 991 PG 683 (PLAT) D8 509 PG 317 (PLAT) MATERIALS LEGEND: PRESERVE EXISTING CANOPY (14,782 SF) PARKING AREA PLANTINGS (3,785 SF) \ Y / — vvvvvvv ADDITIONAL PLANTING AREA (1,753 SF) STREET FRONTAGE AREA (2,428 SF) ASPHALT (15,321 SF) CONCRETE (2,328 SF) TREE PROTECTION (261 LF) PLANTING SCHEDULE PLANTING TYPE SYMBOL ABBREVIATION COMMON NAME SCIENTIFIC NAME MIN. CALIPER/HEIGHT SPACING QUANTITY SHADE TREES LARGE CANOPY AR RED MAPLE (OCTOBER GLORY) Acer rubrum & cvs. 2.5" CAL. 35'-40' O.C. 2 LARGE CANOPY QP WILLOW OAK Quercus phellos 2.5" CAL. 35'-40' O.C. 4 LARGE CANOPY PA LONDON PLANETREE (BLOODGOOD) Platanus x acerifolia & cvs. 2.5" CAL. 35'-40' O.C. 5 ORNAMENTAL TREES z SMALL ORNAMENTAL I\ LI CRAPEMYRTLE Lagerstroemia indica & cvs. 8-10' SEE PLAN 2 ORNAMENTAL CK KOUSA DOGWOOD Cornus kousa 8-10, SEE PLAN 1 ORNAMENTAL CF FLOWERING DOGWOOD Cornus florida 8-10, SEE PLAN 5 ORNAMENTAL CC EASTERN REDBUD (ALBA WHITE) Cercis Canadensis 8-10, SEE PLAN 4 SHRUBS EVERGREEN SCREENING E BS AMERICAN BOXWOOD Buxus sempervirens 2' 5-6' O.C. 43 EVERGREEN SCREENING "� IG INKBERRY HOLLY Ilex glabra 2' 4' O.C. 48 EVERGREEN SCREENING 0 NO HEAVENLY BAMBOO Nandina domestica 2' 3' O.C. 43 EVERGREEN SCREENING O JC CHINESE JUNIPER Juniper chinesis 2' 5-6' O.C. 32 EVERGREEN SCREENING0 VR ALLEGHANY VIBURNUM Viburnum rhytidophyllum 3' 5-6' O.C. 2 DECIDUOUS 0 AAB RED CHOKEBERRY Aronia arbutifolia "Brilliantissima" 2' 4' O.C. 31 SEEDING SEE PERMANENT SEEDING SCHEDULE w 0 Q W z J IN L J ta Z Ij z Z Uj F- 0— LL.I 0 < z J O Q Z Lu J� J U�/•� > JCn V J H 0 W < z m LU 0 0Q J z � Q U �--�40 TH OF Df�� 0 oa/n/zozz ? V RYAN D. CHENEY Y I ic. No. `j0402060980 IONAL S* G` APPROVED RDC SUBMISSION NO. 3 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E C&O 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 LANDSCAPE AND CANOPY CALCULATIONS SITE AREA 50,072 SF 1.15 AC CANOPY REQUIRED FOR HC ZONING (10%)' 5,007 SF %INTAIN 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 = 5,007 SF 1) Per 32.7.9.8 CANOPY AREA PROVIDED= 18,520SF 2) ALL PROPOSED TREES TO BE 2.5" MINIMUM CALIPER AT PLANTING REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE O CANOPY CALCULATIONS MATERIAL SHALL BE TOTALLY REMOVED 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 mult0omm) & Cereal 50-100 (lbs/acre) (Winter) Rye (Secale creale) Feb. 16-Apr. 30 Annual Ryegrass(lolium multi forum) 60400(lbs/acre) May 1-Aug. 31 German Millet 50(lbs/acre) FERTILIZER & LIME Apply 10-10-10 Fertilizer at a rate of 450 lbs/acre (or 10 be. / 1,000 sq. ft ) Apply Pulverized Agricultural Limestone at a rate of 2 thns/acre (or 90 his. / 1.000 W. ft.) NOTE: 1. A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. 2. Incorporate the lime and fertilizer into the top 4E inches of the soil by tlisking or by other means. 3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin i{4 2003 Nutrient Management for Development Sites at http://,.deg.viroinia.Eov/ProEmms/water/SW..ter Management/Publications.asox TABLE 3.32-D (REVISED JUNE 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION RATES PER ACRE Tall Fescua' 95400% Minimum Care Lawn Perennial Ryegrass 0-5% (Commercial or Residentia0 Kentucky Bluegrass' 0-5% Total: 175-20016s High -Maintenance Lawn Tall Fescue' Total: 200250be. Tall Fescue' 1281bs. General Slope (3:1 or less) Red Top Grass of Creeping Red Fescue Seasonal Nurse Crop? 21be, 20lbs. Total: 150 lbs. Tall Fescue' 308Ibs. Low Maintenance Slope Retl Top Grass of Creeping Red Fescue Seasonal Nurse Crop CrownvetW 21bs. 201be. 201be. (Steeper than 3A) Total: 15010 1- When selecting varieties of tur[gmss, use the Virginia Crop Improvement Association vCIA) recommended to beass variety list Quality seed will bear a label indicating that they are approved by VCIA. A current turfsess variety list is available at the local County Extension office or through VCIA at 804-746-4894 or at hltp://sutlan.cses.vt-ed u/html/Turf/turt/publiwtions/oublicatons2.html 2. - Use seasonal nurse crop in accordance with the searing dates as stated below: February 16- -April. Annual Rye May T'- August 15"' Fomil Millet August le -October Annual Rye November -February 15'^ Winter Rye 3- Substitute Sericea Iespetleza for Crownvetch east of Farmville, VA ( May through September use hulled seed, all other Periods, use unhulled Sericea.) If Refuse is used, increase rate W 30 lbs./acre. If Weeping Lovegrass is used, include in any slope or low maintenance mixture during warmer searing periods, increase W 30 AO. FERTILIZER & LIME Apply 0-20-10 Fertilizer at a rate of 500 Ibs/acre (or 12 lbs. / 1,000 W. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 901bs. / 1,000 W. ft.) NOTE: -A soil test is necessary to determine 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 will by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & Setl iment Contml Technical Bulletin p4 2003 Nutrient Management for Development Sites at http://,.de.virginia.gov/Programs/water/Stormwater Managemenl/Publications.aspx FENCING AND I DRIP LINE SNOW FENCE BOARD FENCE ORING CORD FENCE F"Willp - � PIASMC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING am OM 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 followine items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; ❑ 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: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to 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 hunks of trees as possible. Tunneling under a large tree shall be considered as an alterative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. ER SIGNATURE 5/27/2022 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/I/06 Page 1 of 1 w 0 Q U W Z X 0 UIJ 0- LLJ O 2i¢ C Z LL I > O Q H Z J J o a_ W LLI w~� W CD 0 0 Q J Cz_ I� C 2 U ta Z Uj Z Z eu Q L.LJ M Q U 0 z J TH OF� oa/n/zozz ?1 N RYAN D. CHENEY Y _IC. No. 0402060980 TONAL APPROVED RDC SUBMISSInNI NIA 3 PROJECI 2110004 T H E W 0 R K u F L I N E + G R A D E OSEEDING SCHEDULES O 3.38-2 TREE PROTECTION FENCING O SIGNED CONSERVATION CHECKLIST C3m1 kO k0'O 0 kp p k0 kp ° k0 O ° kO O SEl"lINOLE LANE k° k xp I ° 0 O x k° ° X 7REET k ° WV k o k •O ° k o PUBLICS x 0 0 o k o 0 0 0 Z VARIABLE ROW ko k .0 X o ° ° kO X °o k k0 O k0 X kp O k0 I kO X O O O O kO X O O O XO k 0 •0 k0 O k0 'O k0 .0 k0 _ k 0 X o p •O k p k o O X O IF '0 O kO k0 k 0 O k 0 k0 k 0 O kp O XO Xp 'O k 0 XO 'O XO k.0 O kp •p k p O X 'O L__ kg O X O .0 k 0 O k Xp k 0 k 0 ° k 0 k0 O k "co O O ° ko k o lF ° O \k0 x0 O ° k 0 k0 \ •0 x ° O x ° O k \ kO °o ° O ° p�� xo o ko kOo ° XO k o ko k0 x kO O k0 kOo S25°42'39"VV 90.94k' ko v xp kO O 'O kp O kp o k0 'O kp Oy.� T XO ,° 1 'co ° kp k O O k O ° k kp k O ° k0 k 0 ° k ` 1� k 1 k0 k T O 0 ° k kp O °'o O k0 O XO T P\ x O kp v xp 1 k ko .0 ° ko k o O ko 4n 1 k.0 ° xo k o O k0 ��� k0 O k 0 Z k X kp k T ° k0 O k 0 X O kp k 0 k° kp O 1 0/ X O ° kp k 0 k k0 1 k0 T kp .0 m O T kp •p k0 'O kp .0 k0 'O XO .� \�k'O- ` 'O kp k J k0 T p ° XO 0 kp k 0 O k0 1 XO k �> `' .O k0 kOi-� �> kp XO .O k0 k 0 .0 kp k 0 .0 k0 k O .0 k k0 .T k0 kp k T kp Xp ko ° k0 'O k0 Xo .0p k0 T k0 O ko ro X't k S2g 40'll°W 204.52' a k a kT kp O k0 k o k k 0 X O ko kp ° k 0 k'0 kp Xp 0 .O k k0 T k0 Y O a kO Xp N a k0 •�> k 0 xp O kp k o ° k0 k a kp ' T �> kp •�> kp '0 k O e� kp k X kp k0 'O xp o k0 •O kp a k0 ° kp tp XO Y ° k0 'O k0 k0 ° x0 'O k0 k a k0T ko a k •p k p •p k k pa k �0 .1 k0 kp OP .a k0 T .O k 0 0 O ko k0 .O Xp x0 0 .T k0 ko .w k0 k a T kp •a kp 'p xp� kp .a k0 ,W k p 0 ,0 k kp •p k0 ,T kp .W k0 V k p .W k •O k 0 .0 k O 'O k 0 .0 k O W k 0 'T a k0 'a k0 O XO •O O kp .0 k O a k0 N k0 XO n k k0 O k .0 k k0 O k0 .0 k XO to k0 k0 W XO 'a X ° k0 '0 O kp O k0 a ko 'a O a ko W kp .0 O k0 'O k0 .0 O k0 \> kp •y W k0 R=25. 0M0 1 k 0 k W •0 'o k p '0 k 0 k 0 .0 k 0 k X ko .T 99 °/24d 1 a kO kO X xp k o o ko k0 k 0 k ° kO k 0 o ko k o k 1 xo k w k n Dien o k a x k0 k a W k0 ko n X., a ko> k° ° k0 k 0 O k O k0 X 0 ° k0 k 0 1 x.. ko X S �� w T ko w \ n XpS k s 0.5 FOOTCANDLE CONTOUR ko X .0 ° ko ko o ° xo XOo ° k p k 0.5 FOOTCANDLE CONTOUR y k n w k0 -• v 'O k k p .0 k X O 'O k k p .0 k k o .S 'S k k i� k0 .S O 'S X0 k0 O XO 'O kp k o O k0 'O k0 kpr S S k0 k k k k k kp k o a kp O O O .O k0 O .0 0 .W k0 S 1 .W .a k o 'S k 0 .0 k k p 'p k p .0 k p •�> 0 ,S k p x a ' Xp x Q s k0 k a kp k o 0 ° ko k o ° E-1(ONGROUNDW/EARTHSPIKEACCESSORY ° k0 k a s k0 ko n F k 6 xp O x O O kp ko 0 k4, o k ko o X0 "co (70204)ANDGLARESHIELD(70500) o Xp k v o s ko w -ko ko �4 @ xp S k O O XO 0 k k0 T S k O S k0 1 W Wkp k.o \ k0 T ° kp ko ° k0 O ° kp kT ° k0 Xp °iS a x 0 'W k 'O k 'W X kp� .S @ k? 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MEASUREMENTS SHOWN ARE IN UNITS OF FOOTCANDLES. ' ko k 0 o 0 k p 'o 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 .0 xn 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 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. C 3 BEGA CONVERTED BY LUMCAT V 24 134-K3 24134K3 1 1083 1 21 SILVER 18.02.2019 / H.R. A D 2 BEGA CONVERTED BY LUMCAT V 77 221-K3 77221 1 643 1 10 BLACK 11.01.2017 / H.R. E 2 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. W z J W, 0 LLJ 0-w z 0 2< z = 0 - J a_ LLJ % U o w z? o0 J -1 W \ / a- LLJ J 2i LLIcf) O w O O0¢ m J z a_ �O4- OF Df�� 0 oa/n/zozz ? V RYAN D. CHENEY Y LIC. N0. 0402060980 y /ONAL APPROVED RDC SUBMISSInni Nip 3 PROJECI 2110004 T H E W 0 R K u F L I N E + G R A D E C400 LED AREA / PARKING / STREET LIGHT Ra4eatl: 323.2022 LAP-2 G I ProjadNarle: Tkpex own 1 IP66 APPLICATION For all applications in site, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced oflsite visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -profile design. 1 O CONFIGURATIONS FEATURES: • Die-cast aluminium construction body on which electrical components. • Die-cast integral heal sink to provide thermal management. MOUNTING: • PMS: Pole mount arm available for 3", 4" and 5' square pole. PMR. Pole mount arm available for 3" (PMR3), 4" (PMR4) and T (ldi die. round pole. SF: Adjustable slip fitter mount avallable for pipe Installation (1-21/32"O.D to 2-3/8"O.D) • WM: Wall mount plate. • Mounting arm bolts are 304 stainless steel and zina plated steel. • MA: Available for 2.3751 sized Mad Am Pole. • MA2: Availabel for IS00"(O.D) sized Mast Arm Pole LED: • Color Temperature: 3000/4000 it 5000K Color Rendering Index: 70+CRI. • Niches LED. • Lifetime: over 50,000 hours. • Optical lens is used to reduce glare. ELECTRICAL: UL, FCC certified input voltage range: 100V-27N, 50/80Hz Power factor>90%, THD< Oxi 72LED: Class 2 LED electronic driver. 10BLED, 141LED, 18BLED: Class 1 electronic driver. Operating tempar m: -40•C to 40•C (11OW can react+501 Provided with Integrated surge protection (6kV line - line, 101 V IlneeaM). Optional Integrated 10kV/1OkAsurge protection available (SP10). Over Voltage Protect: Hiccup mode. The pourer supply shall return to normal operation only after the Power is tumor again. Shod Circuit Prated : No damage shall accurwhen any output operating in a short circuit condition. The power supply shall be sa8-recovery when the f nuft condition is narrowed. Over Temperature Protect: 110°C • Meets ANSI/IEEE 062.41 Category C(outdoors) High. Waterproof (IP87) and UL Dry Damp / Wet Location outdoor LED driver. I compliant. • Complies with Pan 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • U I stabilized polycamonate lens. LISTING: • UL/CULllsted. • Listed to UL 1598 and UL 8750. • DEC listed. a • ARRA compliant (optional) • Suitable ter wet illation. • Tested te IESNA LM80 standards, • LM79, Lli • 5 years limited warranty. • 7 or 10 years limited warranty. (optional) 4 • IP66 Rating. • Certified to ANSI C136.31-2010, 3.OG Level 2 for Bridge/Overp ass Applications. TWOOReefers hips Linen Gulled offile1 Test 4nrn call prise current EPA Rating Par LED (w/o Phatacall) IAA 0.64 EPA Rating MIPaMeu10 B.Y.0. Rating WNpM (UYIW) 72 n TAY 109.11rn 7844M 0.951 B3UO 31 211711*110.511g 7s 12s.s Lrl IMPM az-uocz T4M 124AYn Will Nuu002 T58 127A1dn station 831.0.02 IN1p8'A' 72 107.8131 12INm 2.1A 0.7 0.71 93-0003 R52BIba/11S11g 73 10P.71M 117531m B30003 TIM 102M 13850kn 113.0003 TfiS 'new Isadore, Ba-u9cs 141 T2 137.9W 123Mln 1704BIm 2AA 0.77 01 11SILl 28.7list 12.111e T3 141W 115S Ira 16370kn B3UN{a9 T4M 120A Yn 17B54M 83-0009 TSB 131.9m thin, B4u6G1 1m T2 18wN 11231m 216al 3.aA 0.9 0.914 B4-0004 T7.381M/.-At to TS 131.9Yn 24NSkn B44.0-0 T4M 121.e Yn 22B w Egbu B 155 13721M 2NOBIlm 85-1.0,433 wrwe4pPeHmgn.wm InGPMLBrmxa hewwmeromWn,.e�eePe 2wetw,atwxrve, dlmH".�e"s wanam pear wbavrwrs wevice YYe Pad,dafm,ntlm uLO�id r1 6Hr l as FIXTURE A - POLE MOUNTED LED AREA / PARKING / STREET LIGHT LAP-2 G Polar Candela Distribution (TYPE 3 medium + House Shield) Polar Candela Disbibution (TYPE 3 medium) he t a x S e "1. 1W4�V': 4q 4 4:t: .fir we ORDERING INFORMATION Downward Street Side 8,120.0 92.1% Downward House Side 701-5 8% Downward Total 6,a21S 100% Downward Street Side 7,304A 62.2% Downward House Side 4,448.7 37.9% Downward Total 11, eats - 100% �717a • 2.nn.. 7 .. -r MODEL LED COLORTEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-20 72LED 72W 40LEDs a0K -30-0-OR T2 Type 11 ® UNV 120.27N(SUJ DM WOV BZ Dark Broms 100LED -40K 10BW(60LEDs) 4000K 347 34N Dimming ,) T3 Type 111 141LED 141W(BOLEDs) S0K 5DOOK (Stu.) 480 480V (Std.) 188LED x=LED INW(120LEDs) Digital Wattage/ ,AwYeYa.m.mw( PLerIeAYgwnu. MLwhrbm TNI Type IV Medium ® Lumen pic age ° 'lener,aeaMewhebedeaA T53 Type vShad T5 Type MOUNTING OPTIONS SF Slip Filter NS Hotels Shield LRDa09S•x 0-10V Dimming Consul MdHevd hbMow step WM Wall Mount RC NEMAhadi receptacle only(m consols) rim and Smart dim Occupancy Senate rRremote PMS Square Pole Mount Arm RC7 NEMA 7-wre receptacle only (ro controls) programmable), (Sea note 7 to select lens for k) 40 PMR3 TRound Pole Mount Arm TLPC7 3-Pin Receptacle and Twist Lod Photowll Installed 120V LRD-509S-x IPE6 rated integrated 0-10V SmdMlM or multilevel PMR4 4°Round Pole MouMAmh TLPC2 3-Pin Receptacle and Told Lod Photocell Installed 277V Nghlow dim central occupancy sensor ('IR simoe PMRS 5'Round Pole Mount Arm TLPW 3-Pin Receptacle and Twist Lad Photocell Installed 120V-277V pmgmmmable),(See note 7 to select lens for'x) s° MA Ibdzonal Tenm Mount TLPC4 3-Pin Receptade and Twid Lock Photocell lnstdted 480V RS-LRD Remote programmer for LRD-WgS and LRD-309S (Mounts to Y IP, 2.375" OD) TLPC-SC Shading Cap PSC-BLE-SR McWong 0-10V Bi-level passive blared (PIR) MA2 Horizontal Tenon Mount Its Remote handheld configuration rod for FSP-211 Gccupancy sensor win dimurrof for Bluetooth Mean in (Mountsto 1-1/7 IP, I.9111P 01 •caMarrevnnnhepgb. Silvairenabed SP70 Integrated 10kV/f OkA surge pmtedbn ARRA Assembled in USA for Buy American ad FSP-211 0.1 OV Dimming Control Occupancy Sensor' 2 BR Bit Guar, Stainless Steel Spikes FSPi Lem OFirelight (up to 4r diameter) 07W Optional 7 Years Limited Warranty �(1-2) (11.3) FSP-1_3 Lem@ 20helght(upto40'diameter) OIOW Optional 10Ywa Limited Wanarrty' (L7) FSP-L7 Lem 040haght(up to 100'diametet REM18 Remote 16W Emergency Battery Backup (CEC Compliant EMI in black finish 1t 11 316 316 Santess steel mounting arm boa NOTES: 7. A Standard cone shape Lam ®16 height (up to 30' mversel 1. Mud specify lens. (12, 1-3, L7) B: Fxha wide cane drape Lem hN 10' height (up to 90' covenga) 2. Dennis adage are TMe 24 coastal far all spaces that do not require daylighting. N: High bay cone he, Lens Q 30' height(up M 90'mverar) Fa spans Mat do require it, adjustments will be necessary for the Hold Or setpoint and the Pholaell functions. D: standard round shape Lens @ 20' height (up to 40' covarege) 3. DesignLighis Comoniume (DLC) quWMW product. Not all versions Mmis product maybe DLC d eMified. F: Extra wide dome shape Lens @ 20' height (up W e0' coverage) Please check Me DLC Qualified Produces List at wwwtleapnl'oMaoNDPL tomnMnwhk milansamqudMetl. G: Ashesaymch shape Lem4a 40' Might (up to 120' mvehage) 4. This limited vast covers electrical Parts only and does not apply to labor, equipment lease, H: High bay dome shape Lens@ W height (up 050' coverage) or defect from Improper installation or operation. 8.Older'RSLRD' to adjust sensor selling. 5. Standard dimming Di ANSI C13eA1, Phobwll and Model end by others. 9. DLC is not waiiiii 6. Its default wrong can be found an Me IR-TEC Installation Instructions, 10. Only available with Well Mount. 11. Remote Box is UL1598 recognized, IP68. Inn hated, and ambient hapeature uP to m.c. ULOMA uroPV uGHl his he dhad,; elements, ehnmM. we rvNe 1. inrwmadm. 2 wv+n;V.4m,gs.mm resenvtla Palamlw,a waves p'bMt wrsesbeXe pMua 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 free Is 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 UV stability Silicone applied robotically to casting, plasma treated for increased adhesion NRTL listed to North American Standards, suitable for wet locations Protection class IP65 Weight: 1.6511as Electrical Operating voltage 120-277VAC Minimum start temperature -30'C LED module wattage 8.0W System wattage 12.0 W Controllability 0-10V dimmable Color rendering index Ra> 80 Luminalre lumens I 9781umehe (40001Q LED service fife (L70) 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 Al 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, w well w optionally available RAE and custom colors, are a polyester powder. Available colors ❑ Bieck (BILK) ❑ White H ❑ RAE: ❑ Bronze (BRZ) ❑ Silver (SLV) ❑ CUB: Type: BEGA Product: Project: Modified: Available options ❑ FSC Fusing A . LSurface mounted downlight wide beam LED p A B WiMg Iris 24404 8.0 W 31 ° 3% 4% 19538 p=Baem angle BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 infollbega-us.com ouatothe dynamicnature 0119MMPMuNmdMemwkWt norogtes.luMl mdmon MYalwt YsuNMWcNlgeat Medh mMa MM,Nlreee.FortNmMwmmt hntwldnaoM MaWWga-us.mm ewpyrgh it BEGA 2022 UPdatsd 031722 16 FIXTURE B - CANOPY Wall luminaire - light emission on one side BEGA Bollard - shielded, directed light BEGA LED floodlight with 1/2" I.P.S. nipple - flat beam Application Wall washer with light output in one direction. This luminaim is ideally suited for the even illumination of vertical mounting surfaces. Arranged individually or in groups, they am a great design element for a host of lighting applications. For downlight applications only. Materials Luminalre housing constructed of die-cast marine grade, copper free is 0.3% copper content) A360.0 aluminum alloy Clear safety glass with optical texture Reflector made of pure anodized aluminum Silicone applied robotically to casting, plasma treated for increased adhesion High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP65 Weight: 7.1 lbs Electrical Operating voltage 120-277VAC Minimum start temperature -30,C LED module wattage 16.8 W System wattage 21.O W Controllability 0-10V dimmable Color rendering index R Luminalre lumens 1 1 0831umens 4000 LED service life (1-70) 60,000 hours 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 webste for details Finish All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidum® finish, a fluoropolymer technology, provides superior fade protection in Bieck, Bronze, and Silver. BEGA. standard White, w well as optionally available RAE and custom colors, are a polyester powder. Available colors ❑ Black (BLK) ❑ White (WHT) ❑ RAE: ❑ Bronze (BRZ) ❑SiNer SL ❑ CUS ❑ B Wall Luminaire Light emission on one side LED A B C 24134 mew 7 7 8'/s Type: BEGA Product: Project: Modified: BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 infof3bega-us.com OuebtMdP,unb nature W IlphMp Pmnachrdthe®mIeIM bchmkglm, xminelm MhmthY eheat heuNMtodwnpe e[iM dlwrMlan of BEGA NwN AmMu. Fortlnm,ul anemlmMwl dab. please relxad beige-ue.wm owpmlgm aEGA zcet uPlaba oanwzt Application Bollard with shielded, direct light for illuminating entrances, paths, and many areas of public and private spaces. These luminaires provide glare - low illumination with a high degree of visual comfort for uniform lighting of ground surfaces. Materials Luminalre housing and base constructed of the -cast and extruded marine grade, copper free (e 0.3% copper content) A360.0 aluminum alloy Impact resistant polycarbonate diffuser High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL Tided to North American Standards, suitable for wet locations Protection class IP65 Weight: 10.1 lbs Electrical Operating voltage 120-277VAC Minimum start temperature -30'C LED module wattage 7.BW System wattage 10.0 W Controllability 0-1 OV, TRIAC, and ELV dimmable Color rendering index Ra> 90 Luminaire lumens 8431umens (3000K) LED service life (L70) w,vw hours LED color temperature ❑ 4000K - Product number + K4 1 ❑ 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 Al BEGA starboard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors ❑Bieck ❑ White (WHT) ❑ RAE: ❑ Bronze (BRZ) ❑ Silver (SLV) ❑ CUS: A a 0 Bollard - shielded, directed light LED A B C Pnc'oege 77221 7.BW 7% 39Y 11 79817 Type: BEGA Product: Project: Modified: BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 1nfo9bega-us.com WebMe Qanetweari rs aM1}mina pwduda anal the a floc lMMone. I..Wbon mY MM Y cabs hechergesene decrease N wis earth AnnexesFor the non wmnt Kati desbeseerafter he begs-ue.wm ewPlrldn eEaAm,a ulatMed+&+ut+ Application LED rectangular floodlights with flat beam light distribution for use on bridges, signal and facades. 9 r 9 na a 9 r Materials Luminalre 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 -40eC LED module wattage 9.8 W System wattage 12.OW Controllability 0-1 OV, TRIAC, and ELV dimmable Color rendering index 190 Luminalre lumens l 0101umens (40001Q Lifetime at Ta=15aC > Lifetime at Ta=40eC 125,000 In (1-70) 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 polyester powder Coat with minimum 3 mil thickness. Available colors Bieck (BLIq White (WHIT) RAL Bronze (BRZ) Silver (SLV) CUS: A LFloodlight with 1/21.P.S. nipple fiat beam LED 0 A B D 84511 9.8W 28/87° 4Y.a6'/2 7 3'/2 3-Beam BEGA 1000 BEGA Way, Carpinteria, CA93013 (8D5)684-0533 infaftega-us.com Due W the dynamk nature of 119 MM produces end the e®odtlMbchndoghes, li-wire data on this 5tM Ys ibleattechumeat MedlznXlon M BEM North Anwka. FmMe nmt cuneMbchntwl dale, purse Meth tpe-1o.cwn Owgnght BEGA 201e updYnso mmi/1a 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: 1.7 lbs. Available Accessories 70500 Glare shield Mounting options 70379 Pole mount an 70252 Wood screw 70204 Earths ike 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. 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: Luminalre 1. Mount floodlight to earth spike by screwing in 112" I.P.S. nipple. Tighten flat head screw to secure. 2. Push earth spike vertically Into soil until stable. If necessary, compact the soil around earth spike to secure. O 3. Route wire from floodlight to waterproof junction box (by others), we 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): 4; 4 DIMMING CONTROL WIRE (+)TO POSITIVE DIM LUMINAIRE WIRE a DIMMING CONTROL WIRE (-) TO NEGATIVE DIM LUMINAIRE WIRE 4, a a 4 4 a < a e 4 he 4 1. 4.. ..4 <a 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. BEGA 1000Bega Wey.Wnlnwes GB]N3 Im5`,fiw0-0533 Qwna,mBEGAm21 1 nutto the N/namia nature Minya, pnWWem then-111ad1hatapb,lunln/e delemKa,�lYwtNtlbMveeNtlwdlroeuv,NBEMIbNMnvla Fv eamulonmllMnYal Me, Jausarb bywawm 70201 left 0 L J w 0 Q U W z J ta Z W LIJ Z r J TH OF7"Iiik RYAN D. CHENEY Y I Ic. No. 0402060980 n�/ONAL C; sit APPROVED RDC SUBMISSION NO. 3 PROJECT 2110004 T H E W 0 R K O F L 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 1 T.O Coming 5" I �T.O. COLUMN g1r — — — — — I REAR 2ND STORY DECK 2nd Floor Plan III - 6" " First Floor 'Ll _ 0'-0" WUrcrr N - CLEAR ODIZED METAL CANOPY CLEAR ALUMINUM ANODIZED FINISH WOOD PANELING AT - DOOR INSET COLOR: BIRCH QUARTE SAWN - NATURAL V013 MT - MATTE I NEW STOREFRONT CLEAR ALUMINUM ANODIZED FINISH s TYPICAL WINDOW GLASS NOTE: WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE s (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT s REFLECTANCE (VLR) SHALL NOT EXCEED 30%. SPECIFICATIONS ON THE PROPOSED WINDOW GLASS s SHOULD BE SUBMITTED WITH THE APPLICATION FOR t s FINAL REVIEW. .n ,.w ..n ,.n .n .✓. ,✓. ,.n .n ..w ..n ,.n ,.w ,.n ,.n �, .n ..w .n ..n ..w ,.n ..n .... ,.n ,.n ,., ve a I I i i I 2 SOUTH 1 /4" = V-0" 1 WEST A2.1 1/4" = T-0" 0 NEW STEEL CANOPY - WITH CLEAR PANELING WOOD PANELING AT DOOR INSET I COLOR: BIRCH QUARTE I SAWN - NATURAL V013 MT - MATTE I STEEL COLUMNS COLOR: CSP-50 I RAINSTORM I EW STOREFRONT LEAR ALUMINUM I NODIZED FINISH I NEW METAL CORNICE COLOR: CSP-50 RAINSTORM I I • 1 I�1 I �� NEW STUCCO FINISH Li1J IJ � � IJ IJ l� �J �ii1 � COLOR: CSP-5 PERSPECTIVE EXISTING STEEL WIDE FLANGE TO REMAIN - NEW PAINT - COLOR: 2124-20 TROUT GRAY I I © I I I I I I I I I I I O I NEW STOREFRONT CLEAR ALUMINUM ANODIZED FINISH I NEW STUCCO FINISH COLOR: 2119-70 FULL MOON I 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: 0 2017 brwarchitects, P.C. B R W A R C H I T E C T S 112 fourth street ne charlottesville Virginia 22902 fax 434.971.7166 PL phone 434.971.7160 www.brucewardell.com approval seal date 08/11/2022 PROGRESS sheet A2.1 I 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 6 5 4 2 1 — — — — — — — — — — — — — — — — physoca 0 therap NEW STOREFRONT WINDOWS IN EXISTING FRAME WAL I Building Elevation - Looking North A2 2 1/4" = 1'-0" NEW M CL A MECHANICAL mot• 2nd FII �J 10' - 6' CL A N MECHANICAL GRC First F 0\"7 0" 2 �, Building Elevation - Rear A2 2 1/4" = 1'-0" O' O D W / / / PAINTED WOOD TRIM, TYP. COLOR: CSP-50 RAINSTORM PAINTED WOOD CLADDING, TYP. b COLOR: CSP-5 PERSPECTIVE 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" = 1'-0" 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" I I METAL CANOPY CLEAR ALUMINUM — ANODIZED FINISH I I WOOD PANELING AT DOOR INSET COLOR: BIRCH QUARTER SAWN - NATURAL V013 / r MT - MATTE / / / E �l I First Floor 0'-0" I I I 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. PRELIMINARY NOT FOR CONSTRUCTION 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. B R W A 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 approval date 08/11/2022 PROGRESS seal sheet A2.2 x iL