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Home My WebLink AboutSDP202100083 Plan - Approved Minor Amendment 2022-10-134 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 DESIGN INFORMATION: UTILITY OWNERS: PARKING LOT, IMPROVEMENTS TO SITE LIGHTING, AND SUBSTANTIAL IMPROVEMENTS TO LANDSCAPING. WITH THE EXCEPTION OF ROOF DOWNSPOUT IMPROVEMENTS, NO DESIGN MANUALS REFERENCED: POWER: DOMINION UTILITY WORK ON THE SITE IS ANTICIPATED. VDOT ROAD & BRIDGE STANDARDS 2016 866-366-4357 (VDOT R&BS) VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK COMM.: UNKNOWN PLANNING HISTORY: SDP198900047 (MINOR AMENDMENT) (VESCH) �. ALBEMARLE COUNTY DESIGN STANDARDS MANUAL PHONE: CITY OF CHARLOTTESVILLE (DSM) 434-970-3800 APPLICANT/OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY DESIGN AND CONTACT: RESOLUTE HOLDINGS LLC CONSTRUCTION STANDARDS WATER: ACSA DAVID NIELSEN, DO (ACSA STDS) 434-977-4511 ADDITIONAL INFORMATION: ADDRESS: 183 SPOTNAP ROAD; STE C DISTURBANCE AREA: 0.22 AC (9,506 SF) SANITARY SEWER: ACSA CHARLOTTESVILLE, VA 22911 PRE -REDEVELOPMENT IMPERVIOUS AREA: 28,551 SF 434-977-4511 EMAIL: DAVE@CVILLEORTHO.COM (0.66 AC, 57% OF SITE) POST -REDEVELOPMENT IMPERVIOUS AREA: 24,238 SF STORM SEWER: PRIVATE/VDOT (0.56 AC, 48% OF SITE) ENGINEER OF RECORD: CONTACT: LINE AND GRADE CIVIL ENGINEERING RYAN D. CHENEY, PE ADDRESS: 113 4TH STREET N E; 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: LEGALAREA: 50,072 SF (1.1495 AC) PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: - Per24.4, 21.4 MAX HEIGHT ALLOWED= 65 FT EXISTING BUILDING HEIGHT= 22 FT PROPOSED BUILDING HEIGHT= 22 FT SETBACKS: Per4.2O PRIMARY STREET MIN FRONT BUILDING SETBACK= 10 FT PRIMARY STREET MAX FRONT BUILDING SETBACK = 30 FT SIDE BUILDING SETBACK (ADJACENTTO HC)= NONE REQUIRED REAR BUILDING SETBACK (ADJACENTTO R1)= 50 FT REAR PARKING SETBACK (ADJACENTTO R1)= 20 FT BUILDING FOOTPRINTS: 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 SCALE: 1" = 3,000' Minor site VlaA Submittal Type Reviewed and Approved by the Commu�ty,Development�Lepartment Date �- ? �� File# 5 � Lin n '9 "�turSg v PROJECT LOCATION ti //z TSj q 4 29 y � TH MR V/00 40 �; � LOCATION MAP 4/ SCALE: 1" = 500' F-�At SHEET LIST TABLE SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET CO.1 GENERAL NOTES CO.2 GENERAL NOTES C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 SITE PLAN C2.1 GRADING AND DRAINAGE PLAN C2.2 GRADING INSETS AND DRAINAGE CALCULATIONS C2.3 SITE DETAILS C2.4 SITE DETAILS C3.0 LANDSCAPE PLAN C3.1 LANDSCAPE DETAILS C4.0 PHOTOMETRIC PLAN C4.1 PHOTOMETRIC CALCULATIONS AND DETAILS A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS TOTAL SHEETS 15 SUBMITTAL LOG SUBMISSION DESCRIPTION RECIPIENT SUB. DATE 1 1ST SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 11/1/2021 2 2ND SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 6/3/2022 3 3RD SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 8/17/2022 4 4TH SUB - MINOR SITE PLAN AMENDMENT DEPT. OF COMMUNITY DEVELOPMENT 10/06/2022 ��/ 20 2 Z. DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE MARSHALL CI X 0 � z 0.. Ll O�< _ n z LL.I � O Q � z� O n J r> Lj = () }-- Q L Lj 2 CO J O p Q N� z Q U W Z W W Z z W F_ L Li LLB r= v J !. LI F_ F_ op DATE� 0 9%612022 :� U RYAN D. CHENEY 9 Lic. No. )01,02060980 D TE jpNAL Him ALBEMARLE COUNTY SERVICE AlI1THORITY D TE V VIRGINIA DEPARTMENT OF HEALTH DATE APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E Como GENERAL CONSTRUCTION NOTES: 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-1-8) 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. UTILITIES: 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. CONCRETE AND ASPHALT: 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. 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. 2. 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. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. 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. 6. 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. 7. 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. 8. 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. 9. 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 MAYBE 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. 10. 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. 11. 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. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. 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) pol X r) LLB Q z LL Lu 0�� = 0 z �z� LLI > 0� Q � z� 0 W LLI = U) Q LL I 2 m 0 Q Q � z_ Q U v! LLB F_ 0 z NQ L.1.� LLJ z W 0 OF P f O >%612022 U RYAN D. CHENEY 9 Lic. No. 0402060980 % ZONAL F_AF APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E PROPOSED LEGEND EXISTING SANITARY CENTERLINE S— 1N WATER CENTERLINE ------ ICY— STORM SEWER GAS GAS LINE - GAS - - UGE UNDERGROUND POWER ------- UGC----- Comm UNDERGROUND COMMUNICATIONS - COMM OWD OVERHEAD UTILITY 0VH29---- - 382 CONTOUR LINE 382 — CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA - PAVEMENT MARKING LINE Y BUILDING LINE Mau -A BUILDING OVERHEAD/PROJECTION WALL TR E E LI N E--`v" PROPERTY LINE �- EASEMENT LINE --------------- BUILDING SETBACK LINE --------------- ROAD CENTERLINE ...................-.r....._.._ -.... . CHANNEL CENTERLINE BERM CENTERLINE M®®® LOD sm® LIMITS O.FDISTURBANCE DRAINAGE DIVIDE UTILITY POLE Let — — — m ADA ACCESS PATH AND LANDING '. DETECTABLE WARNING STRIP —�-- SIGN _....:F ._.:...._ 12 4 PARKING/HANDICAP PARKING COUNTER 26 3 :..:: k ENTRYWAY/INGRESS/EGRESS SYMBOL 5 TREE > SHRUB+ Q Q Q oD A. CONCRETE Z[F. -_ -r. ai - v aw. B M P a a ° 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 0 DELTA ANGLE PROP PROPOSED DIA DIAMETER PT POINT OF TANGENCY EC EDGE OF CONCRETE PVC POINT OF VERTICAL CURVATURE / EG EXISTING GRADE POLYVINYL CHLORIDE EL/ELEV ELEVATION PVI POINT OF VERTICAL INTERSECTION EP EDGE OF PAVEMENT PVT POINT OF VERTICAL TANGENCY EVCS END VERTICAL CURVE STATION R RADIUS EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY EX EXISTING SAN SANITARY SEWER FG FINISHED GRADE SCH SCHEDULE (PIPE WALL THICKNESS) FND 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 Uj 4.12.6 MEDICAL OFFICE 1 SPACE / 200 SF of NFA 7323 36.6 ADA208 HANDICAP REQUIRED: 2 TOTAL PROVIDED: 37 HANDICAP PROVIDED: 2 WATER DEMAND CALCULATIONS: FIXTURE FIXTURE VALUE p 11 NO. OF FIXTURES FIXTURE VALUE TOTALS BATHTUB 8 BEDPAN WASHERS 10 BIDET 2 DENTAL UNIT 2 DRINKING FOUNTAIN - PUBLIC 2 KITCHEN SINK 2.2 LAVATORY 1.5 SHOWERHEAD (SHOWER ONLY) 2.5 SERVICE SINK 4 TOILET- FLUSH VALVE 35 - TANK TYPE 4 URINAL - PEDESTAL FLUSH VALVE 35 - WALL FLUSH VALVE 16 WASH SINK (EACH SET OF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (50 ft 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 1 VALUES FROM AWVVA M-22 WORKSHEET COMBINED FIXTURE VALUE TOTAL = 59.5 ESTIMATED DEMAND = 1 24 GPM FROM AWWA FIG. 4-2 OR 4-3 ASSUMED AVAILABLE PRESSURE AT METER = 90 PSI PRESSURE ADJUSTMENT FACTOR = 1.25 FROMAWWA TABLE4-1 CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM = 30 IRRIGATION TOTAL IRRIGATION AREA = 1 0 NSF NUMBER OF IRRIGATION SECTIONS = 0 (100 FT2 SECTIONS) IRRIGATION SYSTEM TYPE IRRIGATION FACTOR 0 IRRIGATION DEMAND (NO. OFSECTIONS x IRRIGATION FACTOR) GPM = 0 HOSE BIBS QUANTITY DEMAND 1/2" BIB 0 5/8" BIB 0 3/4" BIB 0 TOTAL IRRIGATION DEMAND (IRRIGATION f HOSE BIBS) GPM = 0 FIXED DEMAND ADDITIONAL FIXED LOAD, GPM = 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 30 METER REQUIRED = 1" POSITIVE DISPLACEMENT EXISTING METER= 3/4" POSITIVE DISPLACEMENT FIRE FLOW CALCULATIONS: TEST INFORMATION F 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 *IN ACCORDANCE WITHAPPX. B OF THE ITC ITE TRIP GENERATION: TRIP GENERATION DATA WEEKDAY TRAFFIC QTY OF TRIP VEHICLES AM PEAK HOUR PM PEAK HOUR USE DESCRIPTION ITE CODE UNITS TRIPS/UNIT UNITS REDUCTION* PER DAY % IN % OUT IN OUT TOTAL TRIPS % IN % OUT IN OUT TOTAL TRIPS Medical Dental Office 720 1,000 SF 34.80 9.15 - 319 1 78% 22% 21 6 1 27 1 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. Uj z pw F'— z LLB � z z� w� Q z::D O W w W ry- m oQ z 0 (7 z W W z Q) z W v! w O z Q w z rw V ,Agr- 77� TH Op O 1%612022 U RYAN D. CHENEY a Lic. No. )0402060980 i% %Z�"':IONAL 1 APPROVED RDC 1 SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E COm2 L, LV1L5 - LI LL4 l 112'RCP ABANDONEDIGRA TE /, ins TOP nn r BELL A TLANT/C TMH TOP 4 08.87 TOP 4 08.04 J TOP 4 07.95 ''� TO,B'4 0/ L =2' INV OUT 405.45 \ X-8 TOP 4 06.37 INVERT 364.37f D RAI NAG E AR EA TO X-2 AREA =0.12AC C = 0.77 Tc = 5 MIN _ Q10=0.63CFS SMH -FOP 4 3 66 Dom/ 2B�-L�-=• 4 ' SAIH T P 4 00.85 SMH TOP 1, .37 --- -- - �..... -- ---- - ---- 0A4L1 t� N Z3°3!'S5" E 32 .77 x TG OF ROCK,, - _ _ _° 0 LOC L=43.29, R=25.00�� \ ` f p'� % V o T %� SwM L ---� �D=99°/2'48" `� I ®� / „� R R E - � � `'/ / / /o / z REMOVE EXISTING CURB. ND GUTTER p - �/ / / /� / ,-- 34�E REMOVE EX. LIGHT POLE ` / EX. CURB TO BE REMOVED ✓ ,Y REMOVE EX. LIGHT POLE f / 1 /"' / IP 3.07-6 D -` /8' STR/ EDICA TED FOR . UTURE \ <�) Gw t l - - /�(/ 7, gg /,y/C"�v f3 2 PS �G /0' X . PA WAY THROUOV L 0TS / ` r \ \ \ \ O S� L C� f�►i PSG X/8 r i 1�()PLA\ a i/C C� ,/J(�/ e 5/5 PG' 4 08 T�i� •� ` EX. CURB TO BE REMOVED / PROTECT EX. LIGHT POLE \ %� PROTECT EX. LIGHT POLE / / x L lwE LL c ' \ TMP 45BI-5 A-9 \ 1 / LOD 7,663 F D. B. 1222 P. 106 r; ' EXISTING FENCE \ O.B. 1063 P. 47 SAF 199 LF x REMOVE EX. BOLLARDS o, \ D. B. 515 P TO REMAIN 406 PLAT '\ o" 0. 93 ACRES ,\ \ , ,\ \ ZONED.- HC \loo / PRESENT USE \ \� GM 4 03 COMMERCIAL C W L 0 D 7,663 SF 4/0 EX. CURB TO BE REMOVED TP 138 LF ---- - !.. --'``- ' -- -�-- 1 ""o =- y-`` .4`= -•`'_ -= --= ---� ----.- -"� o� --.. -- 415 ---- - - -•-- -- -"--'- ``^r ` `\ -� ` \ \ REMOVE (2) EX. A/C UNITS ------------- Ell _Tz —420 14792 SF APPROX. AREA OF --TP 12- r f^ � -..^ '' '•`^^..- "'- -^' - .."._•--. 1 i,+r `^•_`' " - -. .- -'w.. „may '-`� ``.'may \� \ i� ^,.,...-._".. �0 - a/ 40 -'a� x a( 1 � O , O 25 - TR_ E t ANOPY WITHIN PROF-ERTY �` 4 /8 4 /7 _4 /6 4 /5--:-4/4 4 /3_ -__ l< a - . �' ---- REMOVE EXIST GUTTER PAN AND CURB -- .- -- 429 —-_ �-- --_ _ RESOLUTE HOLD/NGS LL -- -- .` /`/1, Of4.307 RE -- --_ - --= �' IN FRONT OF DUMPSTER PAD AND GRADE TMP 45B/-05-C-4 _ e -.�� DE(- D. `- DUMPSTER PAD STRAIGHT TO EP LINE L =5 .58 R=700. DO D.B. /222 P. /66 EVERGREEN TREES - --- --- ` ~-1 D=4 32 57 - 435 ____ -� _.�. -- ' STEEP SL OPES �'�-. 1rYlTH UNDEf ... Ry D. B. 98/ P. 683 PLA T AND DENSE BRUSH - �- ' ---'' --- - - `- \ - -- D.B. 6 0/ P. 705 708 PLAT'- ___ -- --- --- /. /5 ACRES _ ---- �- " ZONED.- HC PRESENT USE- COMMERCIAL O' •-�._..✓ `` ;� �-� �� "' _.--,:"",- N 30 05 /Z'E 264.97 \ \ \\ \ \ D RAI NAG E AR EA TO X-4 x �-- — x \ AREA = 0.99 AC .-0000 % 81, PVC �- �i SF \ LINK FENCE JND ION MILL AND OVERLAY AREA (14,617 SF) PAVEMENT/CURB DEMOLITION AREA (7,766 SF) TP TREE PROTECTION op(p] INLET PROTECTION EX. 15' DRAINAGE ESMT DB 981 PG 683 (PLA T) DB509PG317(FLAT) / 412 -- \ r 416 D RAI NAG E AR EA TO X-7 / \, AREA = 0.59 AC C = 0.65 420 Q10=2.54CFS GRIFFIN, STEVEN _ ,E MOHR, MARY C 0.54 RADO, NIARTA OR ACCURSIO l / TMP 45BI-05-C-3 o. / TMP 45B1-05-C-4 \ = TMP 45BI-05-C-1 ' D.B. 905 P. 406 D.B. 1325 P. /03 TC 5 M I N j I D.B. 3891 P. 2/3 �2 \ I D.B. 1325 P. /03 ! l \ / D. B. 4152 P. 569 \ Q10 = 3.55 CFS D. S. 4752 P. 56 9 ' I ' D. B. 3957 P. 327 I \ D. B. 5042 P. 526 , D. B. 5042 P. 526 ' /. 08 ACRES / 0.79 ACRES \ \ \ i \ 0.79 ACRES ' ZONED.- RI I ,/ ZONED: RI ZONED: R/ I PRESENT USE:RESIDENTIAL , PRESENT USE: RESIDENTIAL ` \ \ PRESENT USE. RESIDENTIAL \ o o \ f / \ \ CAN ./ o ) \ I 71, �- EXISTING CONDITIONS AND DEMOLITION PLAN 1 1" = 20': 0 20 40 X r) LLJ ©C z LI C) 2 _ C) z Q LLl 0 Q Ldz� 0 Lu f1 Lu t f� LLJ = v / F— Q W W � m 00Q J z Q U cD z W W z V z W z Q z 0 F_ 0 7 LLB Q z Q v z 0 F_ z 0 U z F_ ( v X LL J ,Z,TH OF � f O /%612022 V RYAN D. CHENEY a Lic. No. 0402060980 P. j 0N AL APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E W LV_l0 - LIIVCtUMAL)r, LU, X-8 S y BELL ATLANTIC TMH TOP 406. 37 INVERT 364. 37z, ti TOP 408. 04 -__ TOP 4 08.87 ( J 0 �p ---- . SMH - - SMH ___-___- 60" ; - - _ �^ SMH s__ .-. X- a- P TOP•4tV. --- ---- S _ -FOP 4 03.66 ABANDONED XO GRA TE h _ / -----_ TOP 4 Q0. 7 ?N"V /N 404.99 -.. - /NV OUT 399. 5 -- w-- ._am ----'--_ JNV IN 39 .27 TOP OUT 4 04, 84 INV 0�6eJ7_ 407.99 / --.wa•.- --. H w--- GRATE /� CC_6"�INQ� 52 X 2 :, ��-�' P b 4 05, 88 s rRE r DI-3B L=/O' /`-- /8 R P D/ 2Bj '' / V OUT 4 02. 38 % )OUBL I C 00 - -. " X-5 GRA TE W TOP 4 00.6/ C _ T 4 0. 64 1 �� , MATCH EXISTING CURB VARIABLE R -- �--- /W V IN 3 3. 71 .,-....w.,,---•.___,_- TOP 40% 50 4 ` DI-7 \�-�- l c) I IN LINE AND GRADE /NV /N 397.80 TOP 4 07.95 \r � �4 06 �5I -- /NV OUT 397.75 �\I /NV OUT 4 05.45 X-5 `` REPLACE EX. 2f WM WITH NEW 1" WM 81,PVC: 1 /NV Ili 392. rz z�7}�„ , '9 %MH P 8" PVC /NV OUT J92.08 " IN LINE AND GRADE , rt 4 /2 6 _ 2 KING r CK D/ 2A L =2' 5.7 7' ' f.a;: ' ''�4 0%--- '�\.. �° t� �F TOP 4 n /,5`8// �. 23 ° ,ram , y v R P X-3 z, "zrr -JffGH CHAIN .77' ��, .�° , c� 1 LOD 1843 SF L/l K FEN E�''-- �. N Z3°3/'S5" 32 O F ROC ®� TOP 4 /. // 7 '�- . 18 - - 9 / c V /NV l 393.9 O \ / (TYP) I _ ___ TER SERVE E J �' ..�• 'R51 IN OUT 39 / 9' � ,®7� �SWM ,, > /ON -,_ ```--•..�-- �• \ �'- I '� EX• �11 WA - - - - 30' SETBACK (TYP)' \ VDOT CG-6 �- _--- TOP 4j24_2f9- - \\l ._ \ ( GGy - _ IN 396.2 -� �'-3 6 97 -� /8 STRIP ED/CA TED FOR UTURE I �. '`1 /NV OUT i4.78 VDOT CG-2 CURB (TYP) N _ ,5 7 /0" BP --- _ EX. 15' DRAINAGE ESMT`'- � � j 1 r. '- PASSA�'EWA Y THROUGH L OTS � / 4 - -- LANDSCAPE PAVER 1 % � 4 2 /2 � 2 R5 / \ 515 PG 408 (PLATS \ �o \ POSS/�LE LEC SERV/ ®� ®� WALKWAY ,� 4" WHITE TYPE B \�` DB 509 PG 317 (PLAT) I 6-� \ R9 I.' CLASS I PAINT (TYP) a 4" WHITE TYPE B / :��,,, �,,,..,P'��' . r .::�,�- :�-,�a-.c�.,-•=s ' ltwrar� caw+ � - •� / 1 CLASS I PAINT (TYP) ('''` , ( ` •� a �c 2 `t .t Iry 12 O +� 1 i LP �, 6 SIDEWALKV 18 12 �U. i,-- 24' .Y € SEE DETAIL 1/C2.3 IO _ . �`-� { 0 ..........:.: p ;:..•. 71 i TMP45B/ 5A 9 ' �7 :f O � q 02 D.B. /222 P. /6 6 VD OT I , ,y •r✓. - 5 Y. ,� 5 SIDEWALK s >, .�; D. B. /063 P. 47 ::, _ 11 i`:iii, CG -12B '7 s '' .. x''iib 1 ' t ' EE DETAIL 1 2. v D B. P .S C 3 /5 P 406 LAT r. 5 i I :�„_;- , �� p AWNING FOOTINGS (TYP) o " \ 0.93 ACRES \ .. 18 -�' �� 18 EXISTING EXISTING GAS METER - '®� SEE ARCHITECTURAL PLANS o \ \ ZONED.- HC \ �, il Y `� ELECTRICAL . t a �-403 N o ti PRESENT USE. \ �p� METER p COMMERCIAL VDOT C12B -- 8 HC PARKING SIGN 7' ` + q rn - `°� ` G .::`. r rJ D w SEE DETAIL 6/C2.3 Mftmaw 51 �08 VDOT CG-12C ;... J 00 / le -- -- -- ---- __- -_ - �`-- - - - -- --- r x EXISTING BUILDING ' 3.5'� _ 24' --��' HC PARKING SIGN � MATCH EXISTING CURB L0D 7663 SF rn IN LINE AND GRADE 5' SIDEWALK '_ -� _ _ _ ®® RENOVATION SEE DETAIL 6/C2.3 * I SEE DETAIL 1/C2.3 - - F F E . = 40444 S _ . 2.5' MODULAR BLOCK WALL` d "� 7 r, - ..`� -. - /8/� l9/ - 4 --= `� `�'`� \\ '� v` ..'-°�.. D U M S PT E R PAD "'-_� - --_ --- �''- -= -- - -- 422 - 50' BSL - 423 14 f . -VDOT CG-2 CURB _ _ f 241 424 - 7f�� 5'F APB RO f ARE/i OF -=` ----. -_ --- -� =�--- -�-- -- `'--425--. ._.. TREE CANOPY - - 11 4O4- - SECOND FLOOR DECK _ -•-._.. ------ --- --__ i----'.---...,�- � �� -�\ `�'',- - 426 --"--� � ��' •--��.. �. N 0 PARKING -- --_ --- �---.� e� -427- SEE ARCHITECTURAL PLANS DELIVER LOADING ONLY"-- `' --- _`- --' _-- -= -`- ` .�'``�' '_ 42, PROPOSED HVAC UNITS / RESOLUTE HOLD/NGS LLC -- SIGN (4 GROUND MOUNTED, 2 MOUNTED TO BUILDING -� / \ -- ~- --- ---- --_ \ �. /V/X OF MA TURE ---_. __ -� --. ABOVE. SEE ARCH ELEVATIONS FOR DETAIL) TMP 45B/-05-C-4 �� r 6 WHITE TYPE B ---_ - _ _ --- -- -- -- -- -- L =55. 58, o . DEC'IDUOUa AND -- __ `' R=700. 00 �. �i D.B. 1222 P. 166 CLASS I PAINT TYP ° EVEt'GF�'EL N TREE _ - `-- --- -- _ / 412 ` D=4 32 57 -.� ~``� W/Tf/ UIUDER /Of�'Y �4 = ----- _ D.B. /0/3 P. 347 - -- z` D.B. 961 P. 683 PLAT ~'` --- - 4 3 AND DENSE BRUSH =.--_. - == �___-= � � � ,-,` � ~.,� `•-� \ �"' 4435.-_... D. B. 60/ P. 705, 708 PLA T --_. ..._.__ '`- 1.._--•._ -... ``'` -,� �'''-.•.,,, -,.`'- ,/ `-- �' /. /5 ACRES �- - ZONED: _ 16 ` \ 0 PRESENT USE:COMMERCIAL 44 / N 30 °05'/2" E 264.97'' S 3/°05'06" GY 52.57' � %�`�---_ `"•-,. '-%'- ----- --• `. \ ---- 442 420- GRIFFIN STEVEN E MOHR, MAR \ \ GRADO MARTA OR ACCURSIO l / TMP 45B/-05-C-3 \ , �. T1v1P 45B1-05-C-4 \ \ TMP 4581-05-C-1 J ' f ' D. B. 905 P. 406 \ / D. B. 1325 P. 103 \ D. B. /325 P. /03 I D. B. 389/ P. 213 \ D. B. 4752 P. 569 \ \ D. B. 4752 P. 56 9 ` D. B. 3957 P. 327 / D. B. 5042 P, 526 I / 1 /. 08 ACRES 0.79 ACRES � D. B. 5042 P. 526 \� \ 0.79 ACRES ' ' ZONED.- RI / ZONED: R/ �. �..� -'� ZONED. R/ � � ` PRESENT USE: RESIDENTIAL PRESENT USE: RE 5/DENTIAL \ `°� � \ PRESENT USE: RESIDENT/AL .-- � `\ "C SITE NOTES: \ OO 1. ALL PROPOSED CURB RADII ARE 3' UNLESS OTHERWISE LABELED. 2. WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. \ / 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM ,--�•---.__ \ \ / THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4. NEW FULL DEPTH PAVEMENT AREAS SHALL MATCH EXISTING PAVEMENT SECTION �- SITE PLAN AMENDMENT 1 1" = 20': 0 20 40 MATCH EXISTING CURB X W Q z Q. W o¢ _ � z � W � o:� < � z� O l� Lu LW F-- Q LLJ W � � m J 00< � z_ Q U Q z W W z L� z W i z Q W m �,,, TH OF O 1%612022 U RYAN D. CHENEY a Lic. No. 0402060980 P j 0N AL APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E C200 V 2V125- U"' DRAINAGE AREA --..-.-_----------- -------___. oP-- ----__ �- AREA = 0.15 AC 404/8 /�%� �.�.,■ MONO ► 402. 4 c e,Df-2B L = �'4 0/ 52 _ v � oL E L _r `TOP 402. 15 C 0.74 S�/ � �l �/�✓ \ /N!?"WT 399. Tc = 5 MIN >,...r +"" /c s Q10 = 0.72 C FS ' 30 �� r� `r VARIABLE ROW X-2 rr ��„ .....■ D/-36 L =l0' 40/2. /7 � � _------M NV our 393 Q 8484 4 031-80 _ ram. DPP R=25.00 99a/2'48" 405 36 8„ INV 0, T 392. 08 �- 8" PVC U-2 ITW 406.274STEP DOWN 1 BLOCK 6" PERF. PVC �L. TW 406.94 B"W ,6.48 LF @ 16.39% j BW 404.44 �=-+� v LE AST PVC OUTLET 1 TW 406.94 4" PVC TO CURB 41__� - _ -. -� WYE FITTING 4.00 LF @ 0.00% EC 403.94 M.E. EC 404.02 -- -- `- INV. IN: 404.37 (SD-1), ,n 404.33 ` _ _ _ INV. OUT:404.37 f;;1 .� )=IF INV. IN:404.25 Tj 404.52 3 -- -- _ - INV. OUT: 404.34 �., , 8" NYLOPLAST DOME GRATE 6" PERF. PVC CAST PVC OUTLET ,A lip O f -- f� -- D RAI NAG E AR EA TO X-4 --- `'� 6.99 LF @ 1.00/ \ RIM: 406.75 ° : ; r / _ o - `�. 11.80 LF @ 3.73/° INTO CURB a v a I '� INV IN 404 54 RD 1 ° Q LINK FENCE 99. 4 0C HERNAi LOT TNP 45B, D. B. /96 D. B. 19,3 D. B. 98. PLAT D.B. I.02 ,, ZON2 PRESENT t .� .� �' EP404.76 <,. `, i EXTEND CURB DOWN TO EX. AREA = 0.97 AC -� 6" PV°c INV. OUT: 404.44 - y .IF - _- _ _. _ .r_.�- f�� EP 404.84 a - .. I GRADE AND FINISH EXPOSED 12.38 LF @ 11.79/° r" u FRENCH DRAIN ----/�-- C - 0.50 '�. '"`� f�; .. ...�-µ r ., .. - 7 - Mn - ; • BACK OF CURB . »...r„ C ----- -``• ��• � � � j '_-. --_-_-'- .�. �'" / i ., � r - .:� ..`_.,7"' I� 1 _ -- Q 3.27 CFS ~ ' �. ~�. '� RD-11 - ,_� RD-2 -_ _..� EC404.44 f ---�2t�"" 10 - _ �, l ,® ,� �a �aa EC 404.32 EC 404.28 �- - 61NCLEANOUT_ ---- r--------- �TC404.94 -- ~~� INV. OUT: 404.77 ,._.,_-----------------�„------- - .,�- - - ---------------�� ---- "TC404.82 TC404.78 ---- -,,� -----_.. ''"- � ------ � """_'- -___ "�-• �`°'� „� `'�•.� � ``� �`" INV. OUT: 406.00 �``a -� `�--.. � ��'�`'�i"'�r'"`°�£=�.-Y"`__�__'_"'y'"=� �' � . :.. ... __ � _�, _ . � 4 PVC �,.'�� -� �° `50 BSL - °�. , �• _ +�Y YfJ 4.00 LF @ 0.00%' -'- ^-- _`''- - - 6' PERF. PVC 4; ��-, -'-- _ �,,,•- `,� (• r- '~-cam- _ _ - --, 7.59 LF @ 1.05% y ••..' •.•`_{ ..INV- IN: 404.69 n� ��. `1, `� `� . �. --- -- _ - ---- I NV. 0 UT: 404.69 ---- _.,• - - 14182 f' APr'ROX At Or INV. OUT: 404.77 p / / } 71?5 CANOPY W/ THIN PROPERTY ---- --�26- c1 t 4 06�51, 1"m.. ,•-• ,...,,,, ~''..,,, �...•-„'` .c�8-- `~ '°0.. ""--., ~`w.' �` ,•---••,`"'"```- --.-""`' ---- _-�, ..,. - '--- _____ `---- -.._. ---• _--•._..---.._. 11 ._`1 •-..._. -- '--``_ --.. Lam`' -`'- ``"" -- 409. D RAI NAG E AR EA TO X-7 ---`' �- f 0..7 � .� .� ..� ~..., � _.__ •---- ....... ..._. ,.� ~�.. ~�. ``', ..� ,...--_... ``„ -. `....--_-._'-- -- � --- -- _ -- -.. `-- -- --`-`- --- - AREA = 0.58 AC _ `_` --_ $`"' -- 'a` `- ```` -�-_ -_,. � � ,.� - �- ��✓ 4 � � NIX OF NA TURF - - ~- - a_ -- - f. r, - __ .-� �� -. , --- RESOL UTE HOL DINGS L L C C - 0.60 _ TMP 45B/-05-C'-4 D�Cl�l-,IOU. AND _-•�....,, �. �.,----_.., --.�. ____�--.�.... _ - EV�:RGhLEiV Tf�F-ES '``. '``., `�'_ --- y - D.B. 1222 P, 166 '' `-- ---- '._..' --_. --- T = 5 M I N -55. 58, R=700. 00 `�� '-�., till/TH UNDERSTOR Y --� '` -- '� - -- --- D. B. /0/3 P. 347 C D=4 32 57 '� vAND DENSE b, i U5rl - - - ,' `- --- -- -- . ''_'_ --- �` ` _ _ D. B. 98/ f'. 683 PLAT ~,. • ` `` - ` `a `-`` -.. - `- - _ 3zZ-- _ __ `` - _ _ "" -- -- D. B. 601 P. 705, 708 PLAT /. /5 A CRES ZONED.HC "`- -- --_ a • --_ -- . `-. .�` ` -� ```- �' PRESENT USE. CONNERCIAL 0�- GRADING AND DRAINAGE PLAN 1 1" = 10': 0 10 20 o z L < c- L < W 0 G z <or.L > z 7�; 0< < L z z O 0� 0 _1 C Q > U) L J rz z w�W < <t � rr 0 0 0 < <t <C [roo r t� r fir../ TH 0p f O 9%612022 U RYAN D. CHENEY a Lic. No. P O4 : 'YIONAL F'�0ti APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E C2ml V LV-LO - LINt.IUMAL)t, LU, GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER * RUNOFF WATER SEDIMENT __j /1I1`I 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 1 3.07-6 CURB INLET PROTECTION (GRAVEL) 00- EASTERN SIDEWALK RAMP GRADING INSET 3 1"=2':0 2 4 Inlet ID InletType Length Drainage Area Runoff Coeff. Intensity (1) Qto Inlet QCarryover QCaptured QBypass Inlet Efficiency Road Long. Slope Road Cross SlopeInlet (Sx) Spread Ponding Depth Throat Height Local Depression (ft) (ac) (C) (in/hr) (cfs) (cfs) (cfs) (cfs) N (ft/ft) (ft/ft) (ft) (ft) (in) (in) PRE -REDEVELOPMENT X-2 VDOT DI-313 10.00 0.12 0.77 6.64 0.61 0.00 0.61 0.00 100 0.010 0.026 3.25 0.20 5.0 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 1 2.54 1 0.00 1 2.54 1 0.00 1 100 Sag 0.014 19.75 0.29 5.0 0.0 POST -REDEVELOPMENT X-2 VDOT DI-38 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 0.33 5.0 0.0 O INLET CALCULATIONS (10-YR STORM) 0 a \---EP 402.99 `-TC 403.55 EP 402.65 �- TC 403.15 Q _ )- SOUTHERN SIDEWALK RAMP GRADING INSET 5 1" = 2': 0 2 4 v z W W z z W PE" X aC z � w OQ _ 0 z 117,1000w5: C) Q� LLJz::D J � o 0- w w m pOQ I z �t U OF �r O 1%612022 ' U RYAN D. CHENEY a Lic. No. 0402060980 APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T HE W OR K OF L IN E + G R AD E C2m2 LVll b - LINt+UHHUt, LLU RIGID SURFACE r'I AI I(II If"Il rlMA Ilf �• - - 17• i III—tI _ 1S I I 1==III=1 I I_--111► I I 6" �I X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE -- , , ,--.---, , ,--.-..-, , �---��e � � �i I ICI 11=�=•I l i�l 1 IE _ MIN 4 THICK, 3000 PSI CONCRETE _ fI i t-•1 11- �-! I I�i I i- t �--, ► -� --I I ICI I ICI 1 Imo:{ I IEI I I_{ I I '4"VDOT 21ASTONE 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 SAW CUT 2' FROM STD. CG-2 CURB PACE OF CURB 6" DENSE GRADED AGGREGATE BASE COURSE, VDOT 21A COMPACTED SUBGRADE EX. AGGREGATE BASE 8" 4000 PSI CONCRETE t FIBER REINFORCED COMPACTED--SUBGRADE- I- i�El Ll r= �,.i F, -: 0 c� (j) SIDEWALK O MINIMUM PAVEMENT PATCH O DUMPSTER PAD PAVEMENT SECTION O te r.n �r 1 11 nIl...l -)II HANDICAP PARKING SYMBOL FHANDICAP PARKING SIGN �VEMENT EDGE 1' , RESERVED PARKING PENALTY $100-$500 FINE TOW AWAY ZONE Eq VAN o II ACCESSIBLE I L VAN PLACARD 5' MIN. TO (WHERE APPLICABLE) FINISHED GRADE HANDICAP PARKING SIGN HANDICAP P RKING SIGNS,_ c, -- - p ! ri 4 '4. m . ADA PATH °�• Op 00 4" STRIPING VAN SPACED 2' APART 5' 8' MIN. MIN. SEE PLAN SINGLE HANDICAP SPACE 8' MIN. _�� 8' MIN. _�. 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. c) z L,J _OO z O O W w-E yN W 0 6" SCHEDULE 40 PERFORATED PVC. DAYLIGHT AT LOCATION SHOWN ON1 PLANS. COVER TO BE UNCOMPACTED TOPSOIL/TURF UNLESS OTHERWISE SPECIFIED ON PLANS 3" STONE BELOW _______ I 3" COVER ON FABRIC 1" ROUNDING OF CONCRETE SLOPE TO DRAIN f 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 EXPANSION JOINT (TYP) #5 BAR, 12" LONG THROUGH PIPE 1.5' DIA. TYPE I BOLLARD WASHED, ANGULAR VDOT #57 STONE GEOTEXTILE FABRIC CONTINUOUSLY "BURRITO WRAPPED" AROUND STONE (MIN. 1' OVERLAP ON TOP) NOTES 1. MAINTAIN 1% MIN. SLOPE ON PIPE. PIPE SHALL BE RAISED OR LOWERED WITHIN STONE TO MATCH INVERTS ON PLAN. DO NOT DECREASE STONE DEPTH. 2. PIPE SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER OF RECORD. 3. CONTRACTOR TO PROVIDE CLEANOUT AT UPSTREAM END OF SYSTEM AND AT ALL ROOF LEADER TIE-INS AND ALL OTHER LOCATIONS SPECIFIED ON PLANS. 4. PIPES SHALL BE ORIENTED TO MAINTAIN A ROW OF PERFORATIONS AT THE INVERT OF THE PIPE. 5. GEOTEXTILE FABRIC SHALL BE NON -WOVEN WITH A FLOW RATE OF 110 GPM PER SF OR GREATER, AND PUNCTURE STRENGTH OF 250 LBS OR GREATER. 6. ALL CONNECTIONS TO THE FRENCH DRAIN SYSTEM SHALL BE COMPLETELY WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC TO PREVENT SOIL INFILTRATION INTO STONE AROUND CONNECTION POINT. 7. CONTRACTOR TO PROVIDE REMOVABLE RODENT SCREEN ON ALL DAYLIGHTED PIPES. pm] X <C z � w O2< _ � z �z0 � w � C) uj I� J ::D O IZ W t> w w � W m 0 p Q � z Q U V z W W Z Z W J V Q F_ W W F_ MJ OF Gr O >%612022 ' U RYAN D. CHENEY a Lic. No. )0402060980 P• ��SSI ON AL APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E O MODULAR BLOCK WALL O HANDICAP PARKING SPACE DETAILS O FRENCH DRAIN I C2m3 M LLU (:D CONCRETE DUMPSTER PAD PLAN OODEN BOARD DUMPSTER 4CLOSURE SHALL EXTEND -0" ABOVE GRADE PROPERTY BOUNDARY 00 III PROPOSED I 1 FINISHED BACK OF CURB TO EXISTING GRADE CONCRETE DUMPSTER PAD ELEVATION FING ASPHALT VD OVERLAID) ULJ M�j W n W < z M w 0 < _ � z �zn- �w� 0 Q� LIJz:D o �.. w �> w � W W m 0 O Q z Q U V z W W z z W W Q w W m OF � f O >%6/2022 .-., U RYAN D. CHENEY a Lic. No. )0402060980 tY I—IONAL APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T HE W OR K OF L IN E + G RA D E C2E4 V� 1-,, \0\o\ru,0-u J BELL ATLANTIC TMH TOP 4 08.04 h = S 285 __-- nI F LAN M 0 IC STREET / VA �r r. \� ✓" ROW 1 40' O.C. 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'i'--- � -'^ �� `1_"K+. .,-.`.= �^-I,�, ---."/`/----.... _ --.-e"`"•r -__ ----- --^-p-." `"_ '1-- -^--.--`-•' "-.^ `""".. -� �\ "`'O '""'` V W l� rC - _-."`.'• ` - ---sc..f__` Ll _- -- -- �"`" '7"t �"-'-- "c 7- _�'T' --� "'_- �' '- �--^gym ......... / '.,...----•-_ --_._- ^-..----•-_ __„_---..._ __--------._._--_ �\ �\ `''. „-� �� `-'-�_.7`-Z� =,�- ^---- -:..I•'" ice`---- `"""�.J � --i:� v ~ = l..J �—� �1�.` �� '��-"•.. -- --�- MATERIALS LEGEND: -_ _ -- O U PRESERVE EXISTING CANOPY (14,782 SF) -�-. ��---Fo 0 277 v°v°v°v°v°nvn PARKING AREA PLANTINGS (3,785 SF) �xv ADDITIONAL PLANTING AREA (1,753 SF) / / � .i'� STREET FRONTAGE AREA (2,428 SF) ASPHALT (15,321 SF) CONCRETE (2,328 SF) TREE PROTECTION 261 LF �- LANDSCAPE PLAN 1 1" = 20': 0 20 40 PLANTING SCHEDULE 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 01 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 PLANTING TYPE SYMBOL ABBREVIATION COMMON NAME SHADE TREES LARGE CANOPY LARGE CANOPY LARGE CANOPY ORNAMENTAL TREES SMALL ORNAMENTAL ORNAMENTAL ORNAMENTAL ORNAMENTAL SCIENTIFIC NAME MIN. CALIPER/HEIGHT SPACING QUANTITY AR RED MAPLE (OCTOBER GLORY) Acer rubrum & cvs. 2.5" CAL. 35'-40' O.C. 2 QP WILLOW OAK Quercus phellos 2.5" CAL. 35'-40' O.C. 4 PA LONDON PLANETREE (BLOODGOOD) Platanus x acerifolia & cvs. 2.5" CAL. 35'-40' O.C. 5 LI CRAPEMYRTLE Lagerstroemia indica & cvs. 8-10, SEE PLAN 2 CK KOUSA DOGWOOD Cornus kousa 8-10' SEE PLAN 1 CF FLOWERING DOGWOOD Cornus florida 8-10' SEE PLAN 5 CC EASTERN REDBUD (ALBA WHITE) Cercis Canadensis 8-10' SEE PLAN 4 SHRUBS EVERGREEN SCREENING 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 ND HEAVENLY BAMBOO Nandina domestica 2' 3' O.C. 43 EVERGREEN SCREENING Q 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 L_ J W <C fzff cW 0 G _ 0 z �z� Lij 0� Q� J z� 0 — 12LLJ �> W wWLIJ co J 00Q J z Q U �PI,TH OF �r O 9%612022 U RYAN D. CHENEY L ic. No. 0402060980 I ON AL APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F LINE + GRADE C3nO SEE PERMANENT SEEDING SCHEDULE Y r\ �,1'0�'1' \d\ 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 WITHIN V OF TRUNK) PERENNIAL/GROUNDCOVER - -, ..110A 0 4" TOPSOIL SHRUB AND GROUNDCOVER PLANTING 91 ■.,.� ■ LANDSCAPE AND CANOPY CALCULATIONS SITE AREA 50,072 SF 1.15 AC CANOPY REQUIRED FOR H C ZONING (10%)' F 5,007 SF 1� � • .1 •� >t PLANTING 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 PROVI D ED = 18,5 S F 2) ALL PROPOSED TREES TO BE 2.5" MINIMUM CALIPER AT PLANTING REMOVE TOP OF BURLAP, NON -BIODEGRADABLE CANOPY CALCULATIONS MATERIAL SHALL BE TOTALLY REMOVED LI. 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. 0 TABLE 3.31-13 (REVISED JUNE 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS APPLICATION SPECIES APPLICATION RATES 50/50 Mix of Annual Ryegrass Sept. 1- Feb. 15 (Lolium multi-florurn) & Cereal 50-100 (lbs/acre) (Winter) Rye (Secale create) Feb. 16 - Apr. 30 Annual Ryegrass (lolium multi-florum) 60-100 (lbs/acre) May 1- Aug. 31 German Millet 50 (Ibs/acre) FERTILIZER & LIME Apply 10-10-10 Fertilizer ate rate of 450 Ibs/acre (or 10 tbs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 tbs,/ 1,000 sq. ft.) NOTE: 1. A soli testis necessary to determine the actual amount of lirne required to adjust the soil pH of site. 2. Incorporate the time and fertilizer into the top 4-6 inches of the soil by disking or by other means. 3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sites at http://wwvi.deg.virginia.gov/Programs/water/Stormwater Man agement/Publications.aspx TABLE 3.32-D (REVISED JUNE 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION RATES PER ACRE Tali fescue' 95-100% Minimum Care Lawn Perennial Ryegrass 0-5% (Commercial or Residential) Kentucky Bluegrassl 0-5% Total: 175-200 tbs High -Maintenance Lawn Tail Fescuel Total: 200-250 Ibs. Tall Fescuel 128 Ibs. General Slope (3:1 or less) Red Top Grass of Creeping Red Fescue Seasonal Nurse Crop2 2 Ibs. 20 tbs. Total: 150 Ibs. Tail Fescue' 108 Ibs. Low -Maintenance Slope Red Top Grass of Creeping Red Fescue 2 Ibs. (Steeper than 3:1) Seasonal Nurse Crop2 20 Ibs. Crownvetch3 20 tbs. Total: 150 Ibs. 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at http://sudan.cses.vt.edu/htmi/Turf/turf/publications/pu biications2.html 2. - Use seasonal nurse crop in accordance with the seeding dates as stated below: February 16t" -April ..................................... Annual Rye May 1st -August 15th..................................... Foxtaii Millet August16th -October ...................................... Annual Rye November- February 15th.................................. Winter Rye 3 - Substitute Sericea lespedeza for Crownvetch east of Farmville, VA ( May through September use hulled seed, all other periods, use unhulled Sericea.) if Flatpea is used, increase rate to 30 Ns./acre. If Weeping Lovegrass is used, include in any slope or low maintenance mixture duringwarmer seeding periods, increase to 30 -40. FERTILIZER & LIME Apply 10-20-10 Fertilizer at a rate of 500 Ibs/acre (or 12 tbs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 tbs. / 1,000 sq. 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 4-6 inches of the sail by disking or by other means. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sites at iittp://wwvi.deg.virginia.gov/Programs/WaLer/Stormwater Management/Publications.asox DRIP LINE - \ SNOW FENCE BOARD FENCE "NCING AND AMONG =NCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING 00111 to 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 followinjZ 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. © 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: I 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: a Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: Trees to be retained within 40 :feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: rO 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. free 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: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling tinder a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: F64 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. 5/27/2022 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 0 Z W LU Z (D Z W J v �l 1 L_J 0 Q z n w 0:�F< _ 0 z �z� w 0�� Q wz::D 0 LtJ �> w LLJ m 0 Q Q J z V * 7A,4�fv, r 0 0 �Gl O 1010612022 U RYAN D. CHENEY a Lic. 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C 3 BEGA CONVERTED BY LUMCAT V 24 134-K3 24134K3 1 1083 1 21 SILVER 18.02.2019 / H.R. ® D 2 BEGA CONVERTED BY LUMCAT V 77 221-K3 77221 1 643 1 10 BLACK 11.01.2017 / H.R. a E 1 BEGA CONVERTED BY LUMCAT V 84 510-K3-70 500-70 204 8451OK3 WITH GLARE SHIELD 70500 1 1010 1 12.0 BLACK 30.09.201-6 / H.R. k0 x a 'o 1 k0 > x 'O k p o •0 o ko Xp o "O 0 k0 k p 'p o ko x O '0 k p •o 0 x0 k p 'o .0 i k 0 Xp p k p •o 0 k0 k; 'o ko O .0 X 0 x o 'O '0 k p 'k 0 •o X p 'o .0 k 0 XO o x p o ° kO NOTES: a } k0 ° ko 0 1. MEASUREMENTS SHOWN ARE IN UNITS OF FOOTCANDLES. ' k k0 ° kQ k a kn 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 ° Xn SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 2- PHOTOMETRIC PLAN 1 1" = 10% 0 10 20 pm I X Q z a� W W Z z L" pw 0 Q z w z i'- = d. w oZD Q� O ~ w _I U Lu LLJ O wco ef w O m O O Q � I z 1,TH OF o� �cl O9%612022 U RYAN D. CHENEY a Lic. No.10402060980 l ON AL APPROVED RDC SUBMISSION NO. 4 PROJECT 2110004 T H E W O R K O F L I N E + G R A D E c so V GV-- 0 - LIIVC-r UftALM, LLI' LED AREA/ PARKING / STREET LIGHT Revised:3.23.2022 1 I� 1� ,� / ! � Project Name:- �--�-�--- - - _ APPLICATION For all applications in site, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced offsite visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -profile design. 1 0 CONFIGURATIONS Type: FEATURES: ELECTRICAL: Die-cast aluminium construction body on which UL, FCC certified input voltage range: 100V-277V, electrical components. 50/60Hz • Die-cast integral heat sink to provide thermal Power factor >90%, THD <20% management. 72LED: Class 2 LED electronic driver. • 108LED, 141LED, 188LED: Class 1 electronic driver. MOUNTING: Operating temperature: -40°C to 40°C (11OW can • PMS; Pole mount arm available for 3", 4" and 5" reach +50°C). square pole. Provided with integrated surge protection (6kV line- • PMR: Pole mount arm available for 3" (PMR3), 4" line, 1 OkV line -earth). (PMR4) and 5" (PMR5) dia. round pole. Optional integrated 10kV/10kA surge protection • SF: Adjustable slip fitter mount available for pipe available (SP10). installation (1-21/32 O.D to 2-3/8"O.D) Over Voltage Protect: Hiccup mode. The power • WM: Wall mount plate. supply shall return to normal operation only after the • Mounting arm bolts are 304 stainless steel and zinc- power is turn -on again. plated steel. Short Circuit Protect: No damage shall occur when • MA: Available for 2.375"(0.D) sized Mast Arm Pole. any output operating in a short circuit condition. The • MA2: Availabel for 1.900"(O.D) sized Mast Arm Pole. power supply shall be self -recovery when the fault condition is removed. LED: Over Temperature Protect : 110°C • Color Temperature: 3000i 4000I 5000K Meets ANSI/IEEE C62-41 Category C (outdoors) • Color Rendering Index: 70+ CRI. High. • Nichia LED. Waterproof (IP67) and UL Dry / Damp i Wet Location • Lifetime: over 50,000 hours. outdoor LED driver. • Optical lens is used to reduce glare. RoHS compliant. • Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • UV stabilized polycarbonate lens. LISTING: • UL i CUL listed. • Listed to UL 1598 and UL 8750. • DLC listed. 3 • ARRA compliant. (optional) • Suitable for wet location. Tested to IESNA LM80 standards. • LM79, LM80. • 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/Overpass Applications. type Input Rating Lumen Output (Irww) Total Lumen Output Drive Current per LED EPA Rating (wlo photocell) EPA Rating (w/ photocell) g U G. Rating Weight (lbsikg) I 72 108 T2 - 72W 108W 106.1 fin 7644 iin 1AA 2.1 A 0.64 0.7 0.651 0.71 B3-UO-G3 23.17lba/ 10.51 kg 25.38lbs / 11.51 kg T3 123.31m I 8977tm 62-UO-G2 - - - - - B2-UO-G2 B3-UO-G2 - B3-UO-G3 B3-UO-G3 _ r4M T5S T2 T3 _ T4M 124.51m 9064 tin 127.4Im 107.8Im 9251 Irn 12359 tin 109.71m 117531m 127.2 Im 13650 tin 63-UO-G3 T5S 129.61m 13932fin 84-UO-G3 141 188 T2 r3 - - - T4M T59 T2 T3 T4M T5S 137.9W 141 W 188W 123.591m 115.51m -- - --- 126.8 im - 1.31.9 tin 112.31rn 170481m 163701m - --- '178541m 18831 ]inB4-UO-G1 % 21554 Im 2.8 A 3.8A 0.77 0.9 0.782 0.914 `- B3-UO-G3- 83-UO-G3 B3-UO-G3 B4-1.10-04 84-1.10-G4 63-U0-G3 B5-U0-G3 a ^- 26.71b5/ 12.11 kg 1 27.30 lbs I 12AI kg 131.91m 24645 tin 121.6tin -- 22602 tin 137.2Im 258561m www.ulopialightingus.com UTQPLA LIGHTING reserves the right to change specifications, dtw4ings, dimensions without prior notice. Visit our website for the latest pruduct information. U c O ? i a L I G H T I N G FIXTURE A - POLE MOUNTED Wall luminaire - light emission on One side Application Wall washer with light output in one direction. This luminaire is ideally suited for the even illumination of vertical mounting surfaces. Arranged individually or in groups, they are a great design element for a host of lighting applications. For downlight applications only. Materials Luminaire housing constructed of die-cast marine grade, copper free (_<<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 Ibs Electrical Operating voltage 120-277VAC Minimum start temperature -30°C LED module wattage 16.8 W System wattage 21.0 W Controllability 0-10V dimmable Color rendering Index Ra> 80 Luminaire lumens L 1,083 lumens (4000K) LED service life (1-70) 60,000 hours LED color temperature ❑ 4000K - Product number + K4 ❑ 3500K - Product number + K35 Ll 3000 - Product nun ❑ 2700K - Product number + K27 BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidure(D finish, a fluoropolymer technology, provides superior fade protection in Black, Bronze, and Silver. BEGA standard White, as well as optionally available RAL and custom colors, are a polyester powder. Available colors ❑ Black (BLK) ❑ White (WHT) ❑ RAL: ❑ Bronze (BRZ) ❑ Silver (SLV) ❑ CUS: B Il l A c LED A B C 24134 16.8 W 7 7 6'Va Type: BEGA Product: Project: Modified: BEGA BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-A533 info@bega-us.com Due to the dynarnic nature of lighting products and the associated technologies• lumirwlie data on this sheet Is subject to change at the discretion of BEGA North America. For the nwsl current technical data, please refer to bega-us.com 0 copyright BEGA 2021 Updated 03/18/21 LED AREA/ /PAIRKING / STREET LIGHT ! \ LP rL V Polar Candela Distribution (TYPE 3 medium + House Shield) I� Polar Candela Distribution (TYPE 3 medium) I� rL ..r ORDERING INFORMATION 90' Downward Street Side �8,120 0 Downward House Side I 701.5 92 1% 8% Downward Total 8,821.5 100% Downward Street Side 7,304.4 62.2% Downward House Side^ 4,448.7 37.9% Downward Total 11,753.1 100% EXAMPLE: LAP-2G-108LED-50K-T3-UNV-OM-BZ-WM MODEL LED COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-213 72LED 72W 40LEDs -30K 3000 T2 Type Il 1 UNV 120-277V (Std.) DM 0-10V BZ Dark Bronze 108LED 40K 108W (60LEDs) 4000K 347 347V Dimming d.) T3 Type III ffl 141LED 141W (80LEDs) -50K 5000K (Std.) 480 480V (Sid.) 188LED xxxLED 188W (120LEDs) Customized Watts e/ 9 Lumen package a 'Available Please provide Non-Mandard custom color(RAij us vrtll the P.M. mmnber. finish s tin antra charge. T4M Type IV Medium ` YP T55 T5 Type V Short Type V MOUNTING OPTIONS SF Slip Fitter HS House Shield LRD-309S-x 0-10V Dimming Control Multi -level highdow step WM Wall Mount RC NEMA twist -lock receptacle only (no controls) dim and Smart dim Occupancy Sensor ('IR remote PMS Square Pole MountArm RC7 NEMATwire receptacle only (no controls) programmable), (See note 7 to select lens for'x°) 6.9 PMR3 3• Round Pole Mount Arm TLPC1 3-Pin Receptacle and Twist Lock Photocell Installed 120V LRD-509S-x IP-66 rated integrated 0-10V SmartDIM or multi -level PMR4 4• Round Pole Mount Ann TLPC2 3-Pin Receptacle and Twist Lock Photocell installed 277V hightlow dim control occupancy sensor ('IR remote PMR5 5° Round Pole Mount Ann TLPC3 3-Pin Receptacle and Twist Lock Photocell installed 120VT277V programmable), (See note 7 to select lens far "x') s.9 MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote programmer for LRD-5093 and LRD-309S (Mounts to 2• IP, 2.375" O.D) TLPC-SC Shorting Cap PSC-13LE-SR McWong 0-10V Bi-level passive Infrared (PIR) MA2 Horizontal Tenon Mount RS Remote handheld configuration tool for FSP-211 occupancy sensor with dim -to -off for Bluetooth Mesh in (Mounts tot-1/2'IP,1.900"O.D) 'Contact Factory for more options Silvair enabled SP10 Integrated I0kV1I0kA surge protection ARRA Assembled in USA for Buy American act FSP-211 0-10V Dimming Control Occupancy Sensor 1.2 BR Bird Guard, Stainless Steel Spikes (1-2) FSP-L2 Lens @ 8' height (up to 44' diameter) 07W Optional 7 Years Limited Warranty' (1.3) FSP-L3 Lens @ 20' height (up to 40' diameter) 01OW Optional 10 Years Limited Warranty' (1-7) FSP-L7 Lens @ 40' height (up to 100' diameter) REM16 Remote 16W Emergency Battery Backup (CEC Compliant EM) in black finish la 11 316 316 Stainless steel mounting arm bolts NOTES: 7. A: Standard cone shape Lens @ 15' height (up to 30' coverage) 1. Must specify lens. (1.2, L3, L7) B: Extra wide cone shape Lens @ 19 height (up to 60' coverage) 2. Default settings are Title 24 compliant for all spaces that do not require dayilghfing. C: High bay cone shape Lens @ 30' height (up to 90' coverage) For spaces that do require it, adjustments will be necessary for the Hold Off Setpoint and the Photocell functions. D: Standard round shape Lens @ 20' height (up to 40' coverage) 3. Desi nLi hl C nsorti r allversions s o u tt® DLC u tied product. Not all of this product may be DLC qualified. : Extra id dome 1 i 9 9 (DLC) 9 PV Y 9 F a wide o e shape Lens @ 20' he ght (up to 80' coverage) Please chock the DLC Qualified Products List at www.d sP i_ _ �_c nti� ghts lrg(CLPL to confirm which versions are qualified, G: Aisle way arch shape Lens @ 40' height (up to 120' coverage) 4. This limited warranty covers electrical parts only and does not apply to labor, equipment lease, H: High bay dome shape Lens @ 50' height (up to 50' coverage) or defect from improper Installation or operation. 8.Order •RS-LRD" to adjust sensor setting. 5. Standard dimming 0-IOV ANSI C136.41, Photocell and shorting cap by others. 9. DLC is not available. 6. Its default setting can be found on the IR-TEC installation instructions. 10. Only available with Wall Mount. 11. Remote Box is UL1596 recognized, IP66, IP67 rated, and ambient temperature up to 55°C. VIL Q ? i A ww,v.uwpialightingus.mnl U rOPIALIGHTING reserves the right to change specifications, drau i ngs, dunensic ns without prior notice. Visit our website for the latest product infonndlion. 2 L I G H T I N G Bollard - shielded, directed light Application Bollard with shielded, direct light for illuminating entrances, paths, and many areas of public and private spaces. These luminaires provide glare - free illumination with a high degree of visual comfort for uniform lighting of ground surfaces. Materials Luminaire housing and base constructed of die-cast and extruded marine grade, copper free (sO.3% copper content) A360.0 aluminum alloy Impact resistant polycarbonate diffuser High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP65 Weight: 10,1 Ibs Electrical Operating voltage 120-277VAC Minimum start temperature -30°C LED module wattage 7.8 W System wattage 10.0 W Controllability 0-10V, TRIAL, and ELV dimmable Color rendering index Ra> 90 Luminaire lumens 1 643 lumens (3000K) LED service life (1-70) bU,UUU riours LED color temperature ❑ 4000K - Product number + K4 ❑ 500K - 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 ❑ Black (BLK)l ❑ White (WHT) ❑ RAL: ❑ Bronze (BRZ) ❑ Silver (SLV) ❑ CUS: Type: BEGA Product: Project: Modified: BEGA BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@begs-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us.com C copyright BEGA 2018 Updated 12/14/21 Type: BEGA Product: Project: Modified: Available options ❑ FSC Fusing Type: BEGA Product: Project: Modified: Available Accessories 70500 Glare shield Mounting options 70379 Pole mount arm 70252 Wood screw 70204 Earthspike 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. BEGA BEGA 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 (s0.3% 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: 1.65lbs Electrical Operating voltage 120-277VAC Minimum start temperature -30° C LED module wattage 8.0 W System wattage 12.0 W Controllability 0-10V dimmable Color rendering index Ra> 80 Luminaire lumens 978 lumens (4000K) LED service life (1-70) bU,UUU 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 website for details Finish All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidure(D finish, a fluoropolymer technology, provides Superior fade protection in Black, Bronze, and Silver. BEGA standard White, as well as optionally available RAL and custom colors, are a polyester powder. Available colors ❑ Black (BLK) ❑ White (WHT) ❑ RAL: ❑ Bronze (BRZ) ❑Silver (SLV) ❑ CUS: 6 A , e o 1 b Sf rfaq fc45rntecf d wnl �# . ui¢a . ! .....,2" X t O FIXTURE B - CANOPY LED floodlight with 1/2" I.P.S. nipple - flat beam Application LED rectangular floodlights with flat beam light distribution for use on bridges, signage, and facades. Materials Luminaire housing constructed of die-cast marine grade, copper free (--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 Ibs. EPA (Effective projection area): 0.22 sq. ft. Electrical Operating voltage 120-277VAC Minimum start temperature -40°C LED module wattage 9.8 W System wattage 12.0W Controllability 0-10V TRIAC, and ELV dimmable Color rendering index Ra> 90 Luminaire lumens 1,010 lumens (4000K) Lifetime at Ta=15° C > Lifetime at Ta=40°C 125,000 h (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 rrfatte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BLK) White (WHT) RAL: Bronze (BRZ) Silver (SLV) CUS: A C IEIRo,Flll�ht v!IJtE?;;f!z 4PSSr:�iPPI�r ijl�;l bean Notice to Installer: Figure 1: 1. For use with floodlight equipped with 1/2" I.P.S. nipple, 2. This product must be installed in accordance with the applicable installation code by a person familiar with the construction and operation of the product and the hazards involved. Installation: Luminaire 1. Mount floodlight to earth spike by screwing in 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. 3. Route wire from floodlight to waterproof junction box (by others), see Figure 1. 4. Make supply wiring and luminaire wiring connections inside junction box: MAIN VOLTAGE SUPPLY WIRE TO BLACK LUMINAIRE WIRE NEUTRAL (COMMON) SUPPLY WIRE TO WHITE LUMINAIRE WIRE GREEN GROUND WIRE TO GREEN LUMINAIRE WIRE Dimming (if applicable): DIMMING CONTROL WIRE (+) TO POSITIVE DIM LUMINAIRE WIRE DIMMING CONTROL WIRE (-) TO NEGATIVE DIM LUMINAIRE WIRE 4 4 O G 4, d Q 4 4 4 Accessories Maintenance: Please refer to the appropriate accessory installation Clean regularly with solvent -free cleaner sheet for further instruction when applicable. removing dirt and debris. Do not use high pressure cleaners. Replacement Parts Consult factory for all replacement components. BEGA 1000 Bega Way, Cwpinteria. CA93013 (805)084-0533 1Dcopyrighl8EGA2021 Updated: 04 2 21 Due to the dynamic nature of lighting products and the associated technologies. Wminaire data on this sheet is subject to change at the discretion of BEGA Noah America. For the most current technical data. please refer to bega-us.com 70 204 1 of 1 UJ y Z W W Z Z W J V J U w a. w O�� Q _ z U) �-- z r'K z oC w > O - O7�; �- wz� Q O _>' n U = U -� w �/ ✓ �--- Q �-'-� cn W U I- m -� U O O Q - � z � w Q U O O ox"TH of llr 0 �'Gl O 9%612022 U RYAN D. CHENEY 9 Llc. No. �0402060980 %. ON AL APPROVED RDC SUBMISSION N0. 4 PROJECT 2110004 T H E W 0 R K O F L I N E + G R A D E O FIXTURE C -WALL SCONCE O FIXTURE D -BOLLARDS O FIXTURE E -FLOODLIGHT O FIXTURE E -EARTH SPIKE C 1 I . ......... 23 ��T6 COLUMN 811 REAR 2ND STORY DECK Fl ip Plan I of - 61; F-JC§tfloor 01 - Olt - 'y- � ly- ly-1 'It- � If- ly- ly- It- 'y- Iv- 'Y' Y, "W-1 ly- 'V- N- � If- 'y TYPICAL WINDOW GLASS NOTE.: WINDOW GLASS FOR THIS PROJECT WILL MEET THE FOLLOWING. CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NUT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE.: (VLR) SHALL NOT EXCEED 30%. SPECIFICATIONS ON THE PROPOSED WINDOW GLASS SHOULD BE SUBMITTED WITH THE APPLICATION FOR FINAL REVIEW. ('2---)NORTH. 114" = V-011 WEST A21 1/4" = 1 -0" NEW M.ETAL SUN SHADE CLEAT ALUMINUM ANQDIZED FINISH PRELIMINARY NOT FOR CONSTRUCTION project Charlottesville Orthopaedic 2275 Seminole Ln, Charlottesville, VA 22901 for: Dr. Nielsen jab number. 17019 drawing: EXTERIOR ELEVATIONS revisions: .Date I drawn by, checked by: KH Checker copyright,..@ 2a17 birwarchifects, P,C. 'i"M . . . . . . . . . . . . . R C H I T E C T S 112 fourth street ne charlottesyMe Orginto 22902 fox 434,971.716,6 phone 434.971.7 J 60 vvww.brvcew llrdell.com ........... fapproval date 10/06/2022 PROGRESS seal sheet A 2 • f QV N 6 ( 231-61 NEW METALCORNICE COLOR: CSP-'50 RAINSTORM. NEW STUCCO FINISH .COLOR: CSP-5 PERSPECTIVE EXISTING STEEL WIDE FLANGE . ,TO REMAIN -NEW PAINT - OLQR',*2124-20 TROUT GRAY NEW METAL SUN SHADE CLEAR ALUMINUM AN Q DIZEDFINI.SH 2 ' ' nd A6or P!n, o a Y -11 NEW STOREFRONT CLEAR ALUMINUM ANODIZED FINISH NEW STUCCO FINISH COLOR4,21 19-70-FULL MOON Buildina Elevation - Lookina South NEW, MECHANIC, rik 2nd F 'qu 101 MECHANIC, GI First 01 0 \_O� Building Elevation - Rear 114" = 1 1-01# r"M TRIh CC RA PAI Cu cc PEf 110 NOTE: DUMPSTER SCREEN COLOR WILL BE PANTED TO MATCH THE'DARK'COLOR ON THE BUILDING FAQADE. Dumpster Typical Side Elevation 1/411 = 11-011 5 El PANTED WOOD TRIM, TYP. COLOR: CSP-50 RAINSTORM PANTED WOOD CLADDING, TYP. COLOR: CSP-5 PERSPECTIVE NEW STOREFRONT WINDOWS @ MASONRY WALL J 0 ZO 711 J r Dumpster Entry Access Elevation 1/411 = 1 1-00 Fq_ METAL CANOPY -CLEAR ALUMINUM ---WOOD PANELING AT DOOR INSET COLOR: BIRCH QUARTER 'SAWN - NATURAL VO 13 /r MT - MATTE E First Floo�__ -i!� 0 Oil C:0e%K1'r 0 A 0 A O=r TYPICAL WINDOW GLASS NOTE: WINDOW GLASS, FOR THIS PROJECT WILL MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL. NOT DROP BELOW 40%. VISIBLE LIGHT MEET T r E TH E TRANSMITTANCE LIGHT I GLASS 0 ] E SM LE L y 0� REFLECTANCE (VLR) SHALL NOT EXCEED 30%.. SPECIFICATIONS ON, THE. PROPOSED WINDOW GLASS TI 0 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 I drawn by: checked by: KH Checker copyright: 0 2017 brwarchitects, P.C, "Iit F v " , V R C H I T E C T S 112 fourth street ne eh a r I a t t e s v I I I e i4V F, virginla 22902 fax 434.971,7166 phone 434.971.7160 www.brucewardell.com approval date 10/06/2022 PROGRESS seal sheet A2,2 V0